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HomeMy WebLinkAbout26941-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29057 Date: 11/06/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 36485 MAIN RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 85 Block 2 Lot 10.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 10, 2000 pursuant to which Building Permit No. 26941-Z dated NOVEMBER 28, 2000 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 NON-HABITABLE ACCESSORY FARM BUILDING AS APPLIED FOR. The certificate is issued to BEDELL NORTH FORK LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1091580 10/28/02 PLUMBERS CERTIFICATION DATED 10/21/02 MICHAEL ALGOZZINO uth ized S/ gnature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26941 Z Date NOVEMBER 28 , 2000 Permission is hereby granted to : JOHN BEDELL & WF 36225 MAIN ROAD CUTCHOGUE,NY 11935 for . NEW CONSTRUCTION OF A NON-HABITABLE 48 ' X 120 ' ACCESSORY FARM BUILDING AS APPLIED FOR. at premises located at 36485 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 085 Block 0002 Lot No. 010 . 003 pursuant to application dated OCTOBER 10, 2000 and approved by the Building Inspector. Fee $ 50 . 00 Authoriz Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. - Oq" C>-E-1- New >ZNew Construction: Old or Pre-existing Building: (check one) / I Location of Property: �ZZS ��� ZD 60TC_kC 0 House No. , fStreet Hamlet Owner or Owners of Property: zE 1 �i�_/ T)LOL-LL_ LL C Suffolk County Tax Map No 1000, Section g Block Z Lot 1 C) . Subdivision Filed Map. t: Permit No. ZG r1 L� -Z Date of Permit. -Zt'%--CD Applicant: �L 1 LL r/ l l� 1!�>• �^f C_� Health Dept. Approval: 7 k�S Underwriters Approval: VES Planning Board Approval: Ae,-> Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appli e Si o��gUFfO(,�co N Town Hall;53095 Main Road %A-O T Fax(631)765-1823 P.O. Box 1179 �i 0�� Telephone(631)765-1E Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1017,1 /17Y Building Permit No. z f Owner: (iCLL_ &= (please print) Plumber: &AL A(LOZZX&)© (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 thisc-'2% day ofJ�Cr✓�- a DERNADEMUMM N0.01DE4750311,&"Coin Ntitary Public, County 0 fflR nLrL3rJ�rJ�r3 PrJPrJ�rJ��P�Pr�r�rJ��n�PrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r PrJ�rJ�r��Pr�rJr�r ncn�r�r�n�JcPrJ�rlrJ�rJ�rJ��PrJr�rJ�r�rlr�rJ�cnrJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 C5 BUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 C� CERTIFIES THAT7� 5 Upon the application of upon premises owned by 5 5 COMMANDER ELECTRIC BEDELL CELLARS 5 5 P.O. BOX 526 MAIN STREET S 5 BOHEMIA, NY 11716, CUTCHOGUE, NY 11935 5 5 Located at MAIN STREET CUTCHOGUE, NY 11935 S 5 Application Number: 1091580 Certificate Number: 1091580 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 ..5 �c Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: C5 5 Attached Garage, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 28th Day of October, 2002. 5 5 Name QTY Rate Rating Circuit Twe 5 5 rj Additional Charges 5 AGRICULTURAL BARN 5 5 Alarm and Emergency Equipment 5 Combo Exit and Emergency Light 2 5 5 Appliances and Accessories 5 Exhaust Fan 1 F.H.P. 5 5 Electric Heater Unit 1 .75 KW 5 Furnace 1 F.H.P. 5 Water Heater 1 4.5 KW 5 Air Conditioner 1 5 5 Motors 5 1 5 5 1F 5 5 5 Panels C5 1 60 1 CJ 5 Wiring and Devices 5 5 Outlet 26 Fixture seal 5 5 Receptacle 17 General Purpose 5 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O cncP�PrPrPC rr3 PrPn � P�PPPP�J�� WWWU on� nPPnPPJ�PPPnPP�P�PP O cPr1'rJ�rJ�rJ�rJ�rJ�rJ�rJ�r.r�P�PrJ�rJ�r�cnrnrJ�rJ�rJ�rJ�rJ�rJ@PrJ�rJ�rJ�rJ�cn�ncnr.PrJ�rJ�rJ�rJ�rJ�rJ�rJ��.r�n�.nrJ�rJrJ�rJ�rJ�rJ�rJ�rJ�rJ��PrJ�rJ�r�cnrl'�PrncJ�rJ�rJ�rJ� co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 55 5 COMMANDER ELECTRIC BEDELL CELLARS 5 5 P.O. BOX 526 MAIN STREET �S BOHEMIA, NY 11716, CUTCHOGUE, NY 11935 Located at MAIN STREET CUTCHOGUE, NY 11935 5 Application Number: 1091580 Certificate Number: 1091580 5 5 Section: Block: Lot: Building Permit: BDC: NS115 Described as a Commercial occupancy,wherein the premises electrical system consisting of �c 5 electrical devices and wiring, described below, located in/on the premises at: c5 5 Attached Garage, 5 5 55 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 28th Day of October,2002. 5 5 Name OTY Rate Rating Circuit Type 5 5 Switch 14 General Purpose c5 SFixture 4 Incandescent 5 5 5 Fixture 18 Fluorescent C5 Fixture 4 Special L� 5 Receptacle 1 50 Special 5 5 Receptacle 4 GFCI 5 5 Service 5 rj 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 CB 5 Meters: 1 5 5 5 5 5 5 seal 5 5 2 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. D �lcPrJ�cnrJ�rJ�rJ�n�PrJ@Pr 111111JrJrJrJrJR'rJi W jr.rr.PrJ�ER I 1 1: ��1�PrJ�rJrJ�r��l�lcncnr�cPrJrJ�Uj EUEJ�rJ�r�rlrJ�rJ�rJ1111111 RIM'OUR 03 Rr�rJV o MO 0 Cox Lane Industrial ON BUILDINGS, INC. Fax: 516/734-4061 2218355 County Rd. 48, Unit 4•Cutchogue, New York 11935-1146 Jco: August 26, 2002 AUS Southold Building Dept Main Road Southold, N.Y. 11971 From: Bill Kelly Norton Buildings, Inc. 22355 Cox Lane, Unit # 4 Cutchogue, N.Y. 11935-1146 REFEREMM: E7PUM PERMIT To Whom It May Concern: I am requesting an extension re: the permit for Bedell Cellars Vineyard building on Main Road in Cutchogue, N.Y. called for a final inspection on August 26, 2002, and building inspector said that permit had expired as of May 2002, none of the parties was or are aware of the fact that the permit had expired. Any consideration you may give re: this matter is greatly appreciated. Thank You, Bill Kelly Manager. BK/sw Encl: Excellence—Since 1903 PLANNING BOARD MEMBERS ��SVFfOJ!�'`► BENNETT ORLOWSKI,JR. D�j Town Hall, 53095 State Route 25 h`t 'f' P.O. Box 1179 Chairman G Southold, New York 11971-0959 WILLIAM J.CREMERS Go KENNETH L.EDWARDS Telephone (631) 765-1938 Qy • �.F Fax(631) 765-3136 GEORGE RITCHIE LATHAM,JR. RICHARD CAGGUNO PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 14, 2001 -� I Mr. William Kelly P.O. Box 1680 Southold, NY 11971 Re: Proposed Site Plan for Bedell Cellars SCTM#1000-85-2-10.2 & 10.3, SCTM#1000-97-1-25.1 Dear Mr. Kelly: The following took place at a meeting of the Southold Town Planning Board at a meeting held on Monday, August 13, 2001: The final public hearing was closed. The following resolutions were adopted: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, do an uncoordinated review of this unlisted action. The Planning Board established itself as Lead Agency, and as Lead Agency, makes a determination of non-significance and grants a Negative Declaration. WHEREAS, this proposed site plan, to be known as site plan for Bedell Cellars, is to renovate a 6,100 square foot farm building for an office and equipment &wine storage; and WHEREAS, Michael Lynne is the owner of the property known and designated as Bedell Cellars, Route 25, Peconic, SCTM#1000-85-2-10.2 & 10.3 & 97-1-25.1; and WHEREAS, a formal application for the approval of this site plan was submitted on July 12, 2001; and WHEREAS, this site plan was certified by the Building Inspector on August 10, 2001; and Bedell Cellars — Pace Two —August 14, 2001 WHEREAS, the Architectural Review Committee has resolved to offer no comment on construction after-the-fact on the elevation drawings; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final survey, dated June 11, 2001, and the drainage plan, dated August 1, 2001, subject to a one year review from date of building permit. Enclosed please find a copy of the Negative Declaration and two copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Very truly yours, en e i, Jr. Chairman enc. cc: Building Dept., Tax Assessors PLANNING BOARD MEMBERS �SOfFgtXc BENNETT ORLOWSKI,JR. ��j Town Hall,53095 State Route 25 I�'Z` 'f' P.O. Box 1179 Chairman o Southold, New York 11971-0959 WILLIAM J.CREMERS coTelephone(631) 765-1938 KENNETH L.EDWARDS o + Fax(631) 765-3136 GEORGE RITCHIE RICHARD CAGGIANO ' PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION- Notice of Determination Non-Significant August 13, 2001 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared, Name of Action: Proposed site plan for Bedell Cellars SCTM#: 1000-85-2-10.2 & 10.3 & 97-1-25.1 Location: Route 25, Peconic SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This proposed site plan is to renovate an existing 6,100 square foot farm building. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed, and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration - Page Two For Further Information: Contact Person: Robert G. Kassner Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Elizabeth Neville, Town Clerk Southold Town Building Dept. Applicant UCT-13-2000 14:53 SC PLANNING DEP'T P.01 COUNTY OF SUFFOLK ROBERT J.GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING STEPHEN M.JONES,A.LC.P. DIRECTOR OF PLANNING October 13, 2000 Ms-Nancy Steelman. R.A. Samuels & Steelman 25235 Main Rd. Cutchogue, New York 11935 Dear Ms. Steelman: This is regarding the proposed storage building for Kip Bedell. The Farmland Committee met on July 25, 2000 and considered this application. It was approved for the site as indicated on the survey which was submitted to;the Committee. The Committee also felt there would be a need for utilities and also approved hutting them in. Enclosed is a draft of the minutes for that meeting. If you have any questions you can reach me at: 853-5111. Sincerely, U� Roy Fedelem Principal Planner i : i LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.0.BOX 6100 . (516)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(516)853-4044 BUILDING PERMIT REVIEW CHECK LIST f/I / DATE REVIEWED: APPLICANT NAME: e Ole-// DATE SUBMITTED: /o//O /.or) SCT:v1# --- DISTRICT: 1,000 SECTION: RS BLOCK: LOT: /03 PROJECT LOCATION,/ STREET: 364 / e"I ��.�� CITY: 60yckfue SUBDIV. NAME: ARCHITECT/ENGINEER: FAST TRACK: YES o O SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES o NO' NOTES: ZONING: PERMIT ESTIMATE UNT:_$2 So K .00 //���� ZONING DISTRICT: R40 R80 A M CONFORMING:(YESLx NO' REQUIRED LOT SIZE: 80X, SQFT. WHERE ACTUAL LOT SIZE FROM?TAx CARD 4,.3 Ac re.$ ACTUAL LOT SIZE: SQFT. REQUIRED REQURVIP REQUIRED FRONT:60 'PROPOSED: OK ' SIDE YD:' 0_'/ PROPOSED: _V '/ CK ' REAR: PROPOSED:GK' LOT COVERAGE: ALLOWED: D % EXISTING: sf_% NEW: sf_% TOTAL: sf_% CORNER? YES oR O WAT ER FRONT? YES o NO DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) PROJECT DESCRIPTION: ADD ALT C R N/D: /"Jy`'� �o�� u� �« o� .4 4Mdw_,04e5sc4y AGENCY PERMITS REQUIRED FOR REVIEW NEEDED TOWN SPETIC PERMIT: YES or SUFFOLK COUNTY HEALTH DEPT: YES or (BED#): DTE: / / PERMIT #:RIO- 40�_ J. NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o 0 SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o51le / /� TOWN PLAN. BOARD APPROVAL: YES o � / s B-/ of /1� C)lel FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: FLOUD ZONE:_, NYS ENERGY: YES OR&: EGRESS: VENT. LIGHT: _ All NOES: O s 444 « } 14/ I/ /6 UQ att..zrd— a u.v FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR 52CQ _SF g x�2cj� SECOND FLR SF INIT OTHER TOTAL TOTAL: SJ60 SF FEE FEE FEE 5�A/6/ i3 f6 Dom; 1. 10c- TOT(( 576 /0 SF)- D SF/)= 97/06 SFX $ 1-5_$ //?o +$ /,SD -r$ Ts = s j pd Q "e /�70•A� Applicant (, Date Owners Name ---_- C¢� y- ` J�!/� - --- ---- Reviewed ArchitecU - Date Engineer � „" - --- --- Suhnimcd SCTNI fJ_ 1)ISUIQ. 1 .000 Section 131oc1. Lo( Project Subdivision I ocalion , Name Sui�lc & separate Required cer)i(icalion Rcq Rcq. /onme I)ISInU (I.of SiZc Acmal— 11-oi coacragc Rcq Req Rey 1Vrom Yard )'reposed. JJ [Side Yard Proposed 1 [Rear Yard I'n>po;cd 1 Project Description: AGENCYARERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes.: • o��gQFFO(,�Co Town Hall,53095 Main Road p Fax(516)765-1823 P.O. Box 1179 W r? Telephone(516)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Office of the Building Inspector May 14, 2001 Mr. Bill Kelly c/o Bidell Vineyards PO Box 1680 Southold, NY 11791 Dear Mr. Kelly, Please take notice that this letter is to document our verbal conversation and meeting on 5/11/01. In review of the field inspection report dated 5/10/01 and the building permit number 26941z. This permit was written with storage of agricultural use only. County Tax Map Number 1000 - Section 85 Block 2 Lot 10.3 The building permit requires that the following be submitted: 1) Three copies of construction plans/drawings detailing changes in the structure to be used for wine case storage. Please detail all mechanicals that will be installed. 2) Submit payment in the form of a check made payable to Town Of Southold for: Total-> $1,340.00 Init PB fee-> -($50.00) Amount Due-> $1,290.00 T4 3) Site plan proposal to the Town Planning Department for approval. Please forward us the approval when received. If there are any questions you can contact us at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. ntf ul yours, Bruno Se on Building Inspector CC:file M-1802 BUILDING DEPT. IN PECTION [ F NDATION IST [ J ROUGH PLBG. [ J FOUNDATION 2ND [ ) INSULATION [ J FRAMING [ ] FINAL [ J FIREPLACE& CHIMNEY REMARKS: DATE I © INSPECT Y ACL / 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: zett�� t. DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ea.-n�DATE ©/ INSPECTO 765-1802 BUILDING DEPT. INSPECTIO?"'OUGH [ ] FOUNDATION IST [ PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY REMARKS- DATE- lai-o-T161 INSPECTOR y M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING [ FINAL [ J FIREPLACE & C/HIMNEY REMARKS: " � DATE INSPECTOR FIELD INSPECTION_REPORT ' DATE- COMMENTS u TCL FOUNDATION ( I n _ FOUNDATION (2ND)------------ II it ` ---- II II rr JI— ROUGH FRAME h I-- 1 p S PLUMBING In —moi n n II II H INSULATION PER N. Y. u STATE ENERGY CODE u ii if it r _________ II j H If II C` II 1 FINAL II n ADDITIONAL COMMENTS: .5 S Kr Ta /> /�Aell ki-cc re/' ! �,..� .��., �.rr � /�U/1e �a� /12..,rl !f 5! Qs rr0001.[tg. ,l��,e a ,.re- V.-4 0 r r.q / fne 6reers,c� i c r L ! P.+e+r !.R .- �..15 nK Nz 4' Coda •. 'rC�t� • a s i-� �o.+ /3AB �Q = /2 FD �r 01Ct� U 1.4 s 0/ _�e�i r Jr/ �w �/�..)f .�.�-''�.► /�.►77Vi.,Or. _ V /.r•a�,..cC rpy� z 4 i Z I o/ /fr'..3 J-rrTh off hJ - v /i er e ✓ ,fs:• a r d ro H j BOARD OF HEALTH . . . . . . . . . . . . . . . n FORM NO. 1 3 SETS OF PLANS TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . --- SOUTHOLD, N.Y. 11971 DEC . . . . . . . .. .. . . .. . .. . .. . S TEL: 765-1802 TRUSTEE . . . . . . . . NOTIFY: ZZU— V F z; CALL . . .7.J•i:411.? . . . Examined...////5 ....... 20.0. Cq�( MAIL TO . . . . . . . . . . . . . . . . . . . . Approved.. E!`�/� ?n.. Permit No. O p..1.1.J.Z. ............ .. ........................ Disapproveda/c .................................. ................................... (building Inspector) APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. 'this application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 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 giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HERM 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 :buiAldiorneces in7r4 .... . . . ............... a i t, i s corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 1........................................................................................................... Name of owner of premises KP-1.1. - ............................................... (as on the tax roll or latest deed) If a ant is a corporation, signature of duly authorized officer. ............. ........ ............ (Name and title of corporate officer) / (�^� Builders License No. Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Ivcation of land on which proposed work will be done... .�� .... 1! .1.. ..................... ...........................................................� 1c....L/N ................ House Number Street //��Hamlet Commty Tax Map No. 1000 nnSection .... ....... Block .....©Z:....... Lot .AQ......7etZ..... Subdivision ....... M........................ Filed Map No. _/Q./ A ...... Lot .tJf (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy --�y , (. _.T/........../..................L..,.-................�........................ b. Intended use and occupancy .'- ' ! .K�'SE� ..XrlK K!!t'F..l:!Z�11.La i ' l_ C;4.}a................ cats, nt 3. Nature of work (check Aiich applicable): New Building A.... Addition .......... Alteration .......... ` Repair ............ Removal ............. Demolition ............ Other Work .................................. ocv (Description) 4. Estimated Cost ZL�L4 �!� �...... fee ............................................... ............... //]] (to be paid on filing this applicatiAonl) J� 5. If duelling, rummer of dwelling units .... J4.... timber of dwelling units on each floor ..!`!/T?....... If garage, Tuber of cars ..NIA.............................. /� 6. If business, commercial or mixed occupancy, specify nature and and extent of eacl type of use.W/Af/'..//.��........... 7. Dimensions of sting structures, if any: Front....1gjA....... Rear .X� A:....... Depth ./`4`!"t'.......... Height ... ............... Number of Stories ..N ............ I /� Dimensi°�1� ��jjsame structure with afr ions or additions: )Pont .... 11A Rear J�k�f't....... Depth ..l�lJ 1............ Height .WA ........... Umber of Stories ....... r r �X / 8. Dimensions of entire new construction: Front .... b........ Rear ..�t�........ Depth J.6... A Height ...Z............��.77.. ... Umber of Stories 7 .................. 9. Size of lot: Front .....D. 0 ../�.......... Rear ... 1/I 21.......... Depth .3�.......�. 10. Date of Purchase �........�. Name of tourer //r cJ�Ilf�-'. ............... ..IF{ ... 11. Zone or use district in which premises are situated . C1 ..................................................... 12. Does proposed construction jjviolate any zoning law, ordinance or regulation: ../�!�/................. 13. Will lot be regraded .. J0....�....../... �W/ill�l�`e�x�ceesss/fill � be removed from premises: YES 14. Names of Owner of pre))m''isse``s LnneT�I�IFr •r.�..AYK�VF:7�iFY,�Atluress ..........................`. . Phone No. �..J......... Name of Architect ��4 'F�J�. '✓p,,v/ f!�?r!w�I1/.......... Address �(V � y��k1 yy�'i.1aG Plane No. 75Fi.Lq Name of Contractor .(1lWKrIJ�YJ. 04.I�:l:1f�3�J...... Address�C�..L4.Q,.) .TJL� L*—. .Phone Mo. Lm�l. f�� 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .X.... *It YES, SOHHICED 1UWN T[dMEES PEMIT MAY BE MQLJIRED. PLOT DIAGRAM , Iacate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block ember or description according to deed, and show street names arxl indicate whether interior or corner lot. srAVIE or raga/YOW, S COMIT Or .:S. T.r4- - ..... ..�. �• :.. ...............being duly sworn, deposes and says Lhat he is Life applicant (Name of individual signing contract) above named, Ile is the .................... .. W-1........................... ...................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed Lime 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 Lhat the work will be performed in time manner set forth in the application filed therewith. Sworn to before me this �v.........day of !aa154 20cI42 Notary Publi ELA 3TA 3 ARYPUBLIC,StateofNewYork (Signature of PPI' No.01 ST6008173,Suffolk County Tenn Expires June B,20.0 z 6r-r7 (_�C S' f KEY MAP SCALE 1 "=600' xs' ISI qr. 'SUBJECT ',PREMISES :: S y`� bA f N SSO,,S' u, 'oPo •b� N• �' �°s a2r svBJs y '' �Lays.`r 4 �0. 4x �,�♦ p X90 - __- �I . _ - �} ° 2 I Sg 4 001 N A" 00, �O , S g'•G I' i f is yy i I EuaeN6s RM9 .a" r 4% r I 4o *07 . ISS3 •, iS. � s ^St roti ) S• 000 t,��V'vxrQC�l'1�.e w. Vin.T��J i 4 SURVEY FOR BEDELL VINEYARDS SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD "ss• SUFFOLK COUNTY, NEW YORK xs3s S.C. TAX No. 1000-85-02- 10.2 .� 1000-85-02- 10.3 °� / °°S•s 1000-97-01 -25. 1 r SCALE 1 "= 100' x" ss�, j MARCH 24, 2000 SURVEY LOT AREA DATA a �o . .., � 'jos•. �a MAY 15, 2000 SET--OFF MAP '2- f 1 JULY 8, 2000 ADDED PROPOSED BUILDING S.C. TAX No. <' , 1000-85-02-10-2 2,035,394171 sq. ft. '?T r i 1000-85-02- 10.3 46.726 ac. S.C. TAX No. 113,681.81 sq. ft. 's°' H. 1000-97-01 -25 1 2.610 GG. . „�%o sem• -„s TOTAL 2,149,076,52 sq. ft. 49.336 ac. s N W 2p0 Is•. 00- P ABED IN ACCORDANCE WRH SHE MINIMUM SS• V x,l?J. STANDARDS FOR LIRE SURVEYS AS ESTABLISHED K' ` ♦ F 3 ` BY THE LIALS AND APPROVED AND ADOPTED I FOR SUCH USE BY THE NEW YORK STATE _AND ,yy. TOLE ASSOCNTON. CERTIFIED TO e a r J t ".- CHICAGQ• TITLE INSURANCE COMPANY - yMh �" `-+' '' ✓ /' Jso sOop, TITLE No. 3800-00085 - ybi �,5b , ^fit ♦ •o°• y MICHAEL LYNNE N BEDELL, LLC �I •� � i I N.Y.S. Lic. No 49668 A��?S. JAW r�'f% �, ♦'., y "Sr• Jose h A. Ingegno /,, ^µ �� Land Surveyor TO THIS SIZED ALIS A MN DR A➢°D10U II N `lY •I, '` Y To THIS SURVEY Is A N E)N YO OF /1' 4 ESECTIONDUCAP 7109 OF THE NEW YORK STALE Ssy M J y muanou uw T p ry<D �.i— '00. b COPIES OF THIS SURVEY INKED MAP NOT BFARING f p'• ,try Ai p 1ME SS SEA_ SIOHkU OTSELL OR SI `�' IP b "BGG • Title Surveys - Subtlnislons - Slte Plans - ConsfrDchon Layout TO E A SEA. 5HA11 NOT BE CONSIDERED y y '� To BE A vw0 TRUE COPY PHONE (631)727-2090 Fox (631)727-1727 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM ME SURVEY OFFICES LOCATED AT MAILING ADDRESS 15 PREPARED. MD ON HIS BEHALF TO THE nnE ODMPMY, DOVERNMENTAL AGENCY AND THE EXISTENCE OF RICH1 OF WAYS 1380 ROANOKE AVENUE P.0 Box 1931 LENDING INSTTR]TION USTED HEREON, AND AND/OR EASEMENTS OF RECORD, IFA sAVAena aw]aNY RNERHEAO, New Yod 17901 RIverheaJ, New York 11901-0965 TO ME ASSIGNEES OF THE LENDING INSn- ANY, NOT SHOWN ARE NOT GUARANTEED. NTION CERTIFICATIONS ME NOT TRANSFERABLE l 20-179B O Fj�l OFFICE; C'ATC'H f1GIIF NV MORTON JOB NO. BUILDINGS GENERAL SPECIFICATIONS � � �'� , _ 128-0611 LAMINATED COLUMNS - N0, 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 54S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF ,8 � � • \J ' o POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN o r_ c--� FEDERAL SPECIFICATION TT-W-571 J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. C3_ n FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND \ U� O m READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR m SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN Q w ,tio �R APPROVED B 111 Z OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE OAT ?+ a� e.Rxz�l¢i� J C7 FEE\' 337 Sd BY6 W Z IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. NOTIFY BUI�DING� DEPARTMENT AT 1 SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 786-1602 S A1�1 TO 4 PM FOR THE `J 1 1 FOLLOWING INS ONS: W MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER PROPOSED FOUNDATION - TWO REQUIRED 48'x14'x12O' POURED CONCAVE — Z R • ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION MORTON 2. O FRAMING & PLUMBINGBUILDING 3. INBU N W L7 C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. W/15'x8'-11"x75' 4. FINAL CONSTRUCTION MUST LEAN-TO BE CO PLETE FOR C.O. W Z J„1 . 1,, FRAMING LUMBER L C STRUCTION SHALL MEET - - SIDE NAILERS ARE 2"x4” S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O,C. TH EQUIREMENTS OF THE N.Y. - ST E CONSTRUCTION & ENERGY WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE 2"x4" S4S NO. 2 OR C DES. NOT RESPONSIBLE FOR _ = BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ESIGN OR CONSTRUCTION ERRORS p ( SEE SECTION ) W p ~. �, 7:: Q". ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS U 1 REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED O UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH r�. \ J IU, CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (KYNAR 500/HYLAR 5000 - 0.019" MIN., C90 GALVANIZED OR AZ55 0 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 50D/HYLAR 5000 FINISH. PAINT IS LOCATION I� ^ n J NOM. 1 MIL ?HICK ON EXTERIOR BUILDING SURVEY PREPARED BY:: PLAN w Q o JOSEPH A. INGEGNO .. ROOFING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., C90 GALVANIZED OR AZ55 - 1��w ` wTw art x /� Jlcf,� G .+vs6c n.n ro,.uJLgps GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH, PAINT IS 5' 20' Xa Aldll lc . m a� N.z oI/n,.,,i......r NOM. 1 MIL THICK ON EX fERIOR. SCALE: U2.5 10' 40' s Z ) - 52 1 1 �- TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL Q ON ARLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS z_ Qx N ROOFING OR SIDING PANELS BUILDING DESIGN CRITERIA TYPICAL - GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 USE GROUP C4.2 LUMBER SPECIFICATIONS 1997 NDSSIZE DESCRIPTION BENDING VALUE Fb J CONSTRUCTION TYPE 5B 2"x4" NO.1&2 SPF 1313 PSI J O FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. LIVE ROOF LOAD DESIGN 30 PSF 2"x4" 2100f MSR SPF 2700 PSI Q WIND LOAD 80 MPH EXP. C 2"x6" NC.1&2 SPF 1138 PSI ADDITIONAL NOTES FLOOR LOAD 125 PSF 2'x6 NO. 1 SYP 1650 PSI FLOOR AREA 6,885 SQ, FT, 2'x8 NO. 1 SYP 1500 PSI 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 2 x10" NO. 1 SYP 1300 PSI 2'x12' NO 1 SYP 1250 PSI DRAWN BY: BAM 865 OF THESE DRAWINGS. ALL 1950f MSR SYP 1950 PSI DATE: 9-21-00 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 1 1 2'x16" LAMINATED VENEER LUMBER1 2800 PSI 3 1 2"x15" GLU-LAM 165( CHECKED BY: MIKE 0 PSI DATE: 9-29-00 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 5 1/4%M 1P2 GLU-LAM 240b 4"x191 2" GLU-LAM 2400 PSI ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. REVISED DATE: 01-05-01 REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES ,VEPED ARC REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. I HEREBY CERTIFY THAT THE ARCHITECTURAL/ EW /Vp, "S/T REVISED DATE: FOR THIS BUILDING WAS PREPARED BY ME 0 E �'Ec yl Fi 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC MY DIRECT SUPERVISIO ND THAT I AM_ Lt-', 1 z �' SHEET INDEX N D E LICENSED ARCHITECT. t,rl JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET # 1 DESCRIPTION WAY E . NO AN, qRC 023410 Qk ��OP NEW YOR DATE: - REG. # : 41y0 roy OLSp�� *� 5000 IS A TRADEMARK OF AUSIMONT, USA. OF 7 SPECIFICATIONS' SHEET INDEX & { ^ o, E BUILDING LOCATION PLAN I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 3r .a Z. E THIS BUILDING WAS PREPARED ME OR UNDER MY 2 OF 7 COLUMN PLAN DIRECT SUPERVISION AND THS; M A DULY LI NSE / �.- , 0* 3 OF 7 ACCESSIBILITY REQUIREMENTS REGISTERED PROFESSIONAL ENGI ER. g ,% cs2xaKK 2—ss 4 OF 7 ELEVATIONSOF 7 SECTIONS & DETAIL FJ Ii`I G' f' q F RONALD L. SUTTON, P.E. MICHAEL L. REG.RMICK P.E. S , , I� 6 OF 7 SECTIONS & DETAILS DATE: -0 6 -0-o � REG. # SCALE: AS NOTED 7 OF 7 TRUSS DRAWING �� ` I SHEET NO. OF . .__J OFFICE: C CP C;UTCH0GIIE NY o w < o < o w < cn JOB N0. "o ^ p 7'-41/2" 7'-6' 7'-6' 7'-6" 7'-6' J7'-6' 7'-6' 7'-6' 7'-6" 7'-6" 7'-6" 7'-6' 7'-6" 7'-6' 7'-6' 7'-41/2" MAIN BUILDING COLUMN DIMENSIONS cOD p B N " 5 i I i S d- •�rnp 45'-0' 14'-71/2" J15'-0' w 15-0` 7'-6' w 7'-6" 7'-6" 7'-71/2" LEAN-TO COLUMN // nn C DIMENSIONS V / 1..` m - - - - - - - - - - - - - - -I - - I-®- -I — 6 — _ a L�� w 15 -0 o o 0 L 5 ® ® ® O LZ a5 7!5 wU 7_6'. 1'-0" VENTED LSI SIEWALL OVERHANGS 3 _ LO r®L - J - - - 5 ENDWALOVERHANGS w V - - - - — Z 0-0 - ° ' EE 0 r w z A B C f O� LJ 5 5 6 _D 0 r-1D 1/2" m I . 39'-1D 1/z' Lj o z 48' S.C. TRUSSE2"x6" DIAGONAL Ez� ND " N 7'-6" O.C. TYPICAL BRACES O' O.0 APPROXIMATELY P XITYPICAL C w — 31'-10 1/2' I . 1 I6'-71/2" ~— O 26'-41/0 = 0: I r - C r - r 'I O O3I m L _ J L _ J (ABOVE) Q p F F CASE G G EQUIPMENT —}— — 21'-41/2"AGE Q 7 I 7 STORAGE 7 7 (SHOP STOR AREA) `i /_� ` m 31' -I 15-10 1/2' �J `•I O I I 5 a I 6 0 0 � 39'-10 1/2" — — 7'-10 1/2" W d D D _j6 6 E E C J 0 26"m 26"0 26"0 �i 26"m 47 -90. - - - - - - - - - - - - - - - - - - - - - I I E E rIDRAWN BY: SAM 865 6 6 DATE: 9-21-00 CHECKED BY: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - DATE: 7'-41/2" 7'-6" 7-6" 7-6" 7'-6" 7'-6" 7'-6" 7-8 1/4" 14'-7 1/2' 7'-B 1/4" 7'-81/4 4'-71/2' 7'-81/4' 7'-41/2 REVISED DATE: 6-5-01 NEW wW 6&8$SF NEW!'0 REVISED DATE: C C \ \ �P •p L. SGSt REVISED DATE: o .r o < o a o w Y o w Y ■�c ;2' * REVISED DATE; om f oi, COLUMN PLAN LEGEND ED 0,ss+ m �� �. �W o�aPvr' o o - 3-2"x 6" LAMINATED COLUMN LOCATIONS • - HEADERED TRUSS LOCATIONS COLUMN PLAN - (3) 3068 9100 9-LITE CROSSBUCK WALK DOORS v( W/LOCKSETS 0 - 26" DIAMETER FOOTING WILL HAVE: ' ROUGH OPENING SCHEDULE 2' 8' T - (2) 3068 9100 PLAIN WALK DOORS W/LOCKSETS 26'0 10" THICK READI-MIX PAD. PLACE 410 t UNIT SYMBOL I SCALE: 31 - 3068 WALK DOOR (4)50# BAGS OF SACKRETE PRE- FROM LEGEND WIDTH HEIGHT 1' 4' 16' 71 - 6068 BI-FOLD DOOR COLUMNS MIXED W/WATER AROUND _ m - (4) 3'x5' DOUBLE HUNG WINDOWS (ANDERSEN DH210410) Q 37 3 4" 80 3 4" ® - (6 3'x3' AWNING WINDOWS (ANDERSEN A%W255) WHEN SETTING. V RI Y VERIFY \\ �i - (2) 15'x14' DOUBLE SLIDING ALUMASTEEL SIDE DOORS LL �L W/WEATHERSEAL & 1" HEAVY DUTY THERMAX oz - 15'x14' DOUBLE SLIDING ALUMASTEEL END DOOR W(WEATHERSEAL & 1" HEAVY DUTY THERMAX SCALE: AS NOTED Q - 15 x13'-6" SINGLE SLIDING DOOR IN PARTITION SHEET NO. W/WEATHERSEAL & 1" HEAVY DUTY THERMAX - (3 30"x30' ATTIC ACCESS PANELS OF OFFICE: CI ITCHOGUP NY JOB N0. •t �` -�J— o� C° /1 � 128-0671 — �12" MAX. / 42" MIN. 36" 12". 12" 12" o GRAB BARS GRAB BAR T.P. HOLDER ¢3 (3'-D" LONG) GRAB BAR 1ti ;�l O - M WATER TOP OF SEAT z - or LOSE n n WATER CLOSET 0 �_ L� Q z w o •I o,� /"!.� �fi/ L-0l'-p j wrrN A-tt�YS/'c LLJ S-6" GRAB BAR r , SIDE ELEVATION FRONT ELEVATION J 1 i OF WATER CLOSET EllFLOOR MOUNTED J L LLJ c-MI Z AC-L Li � , CD MIRROR LL z U LAVATORY F— v — J X < lil J LRESTROOM CLEARANCE LAYOUT o =U� Q o * NOTE: 6" MAH. 8" MIN, LL]BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH Qx INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. 17" MIN. = V m THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN 60" & 95" AFF. THE TACTILE SIGN SHALL BE MOUNTED 60" U Cn d AFF ADJACENT TO THE LATCH SIDE OF THE DOOR. SIDE ELEVATION GRAB BAR 1 . 1 a OF LAVATORY SECTION 0 WALKDOOR THRESHOLD W/ z EXPANSION JOINT BEVEL LESS THAN 2: 1 SLOPE s Q m ACCESSIBLE 6X6-10/10 WWM VINYL SILL COVER PARKING GRADE 1/8"x1/2"x1" ALUMINUM ANGLE �� Cl- SLOPE GRADE AWAY FROM CONC. FLOOR J o WALKDOOR LANDING 0 2% I� — �Q MIN. FOR A DISTANCE OF 5' PERMIT ONLY `v "VAN ACCESSIBLE" OR STANDING $100.00 FINE CONCRETE LANDING ••••• PERIMETER INS. PARKING IDENTIFICATION SIGN (SLOPE @ 2%) 2-2x4 BLOCK (TREATED) ANCHORED WHEELSTOP //4 CONT. REBAR AROUND AT EACH SPACE DRAWN BY: BAM 865 REQUIRED AT VAN PERIMETER OF BUILDING o DATE: VAN ACCESSIBLE ACCESSIBLE ••4•,• ACCESSIBLE ROUTE CHECKED 8Y: 9-27-00 SPACES. 4" BASE OF FIRMLY 7 COMPACTED COARSE SAND, DATE: GRAVEL OR CRUSHED ROCK REVISED DATE: 6-5-01 REVISED DATE: � q �" LI I PAINTED STEEL z NOTES: LANDING CX. THRESHOLD DETAIL z ((� w REVISED DATE: CHANNEL CO 1.) ALL DOORS REQUIRED TO BE ACCESSIBLE EOR WAILKDOOR 0 GIZ, Ij Nc � REVISED DATE: a CO & SHALL BE PROVIDED WITH LEVER 1 \/\/��/!\� ¢ HANDLES OR PUSH/PULL HARDWARE. CONFORMw 2.) ALL DETAILS SHALL T 3.) ACCESSIBLE ROUTES SHALL BEBYAHARD, FIRMw 4f?V AND SLIP RESISTANT SURFACES AND SHALL HAVE Q,4''�N�'^,D Oti�z'xF� SLOPES OF LESS THAN 1:20. I;fI 4,ywi FINISH GRADE + 8'-0" MIN. 8'-0" MIN. �, •�j� 3410 24'-D" MIN. ACCESSIBLE PARKING SIGN ACCESSIBILITY REQUIREMENTS ACCESSIBLE PARKING *NOTE: ONE SPACE MAY BE OMITTED SPACE DETAIL WHEN ONLY ONE STALL IS REQUIRED. SCALE: AS NOTED REGULAR SHEET N0. OF OFFICE: 60-0 fib'-D" CIITCH OGIIF NV 3'6"x3'6" CUPOLA JOB N0. 128-D611 SHINGLES OVER VENT-A-RIDGE FIBERGLASS SHINGLE ROOF U 10 N I w p� � n 5" O,G. GUTTERS BOARD & BATTEN SIDING El 1:11"x4" CEDAR TRIM < , ^ z �../ w J Z L7 = V -4.. J Z a 5'-0" U W EAST ELEVATIONJ Z ___j C7 W 3'6"x3'6" CUPOLA 4:r.. . SHINGLES OVER VENT-A-RIDGE mW Z ` W � E FIBERGLASS SHINGLE ROOF -- CD w O Jim; U z 5" O.G. GUTTERS I . 1 J Z 0 BOARD & BATTEN SIDING 1"x4" CEDAR TRIM o� a = z _ m WEST ELEVATION U N � W z 2 12 p 5� T$150 DRIP EDGE 5� T�'150 DRIP EDGE W a T,y144 FASCIA TRIM T '144 FASCIA TRIM J 0 Qo 0 DRAWN BY: SAM 865 16'-6" ❑ DATE: 9-21-00 BOARD & BATTEN SIDING CHECKED BY: 1"x4" CEDAR TRIM DATE: 3'-10" mm REVISED DATE: 01-05-01 REVISED DATE: NORTH ELEVATION SOUTH ELEVATION REVISED DATE: REVISED DATE: ytERED A f 0240 �E SCALE: AS NOTED PARTITION ELEVATION SCALE: 2 81 SHEET NO. 1' 4' 6' OF OFFICE: (2) ROWS OF SELF-ADHERING WATERPROOF 1 VENT-A-STRIP CIITCHFIGIIF. NY MEMBRANE BEGINNING AT OVERHANG WITH 5 (1) LAYER OF 15# ROOFING FELT ON THE 2"x4" UPRIGHT EE SIDE LI RAFTER JOB N0. REMAINDER OF THE ROOF FOR FASTENING BEV. PURLIN 128-0671 2"x6" BEV. PURLIN 1/7 COX PLYWOOD 1 0 2"x4' BEV. PURLIN 2"x4" PURLINS O 16" O.C. (NO. 2 SPF) 5� 2"u10"/2"x8" PLATED RAFTER IF INSULATION STOP/AIR DEFLECTOR �q SHINGLES . N SHINGLES (2) ROWS OF SELF-ADHERING WATERPROOF MEMBRANE " a 2"x4" BEV. PURLIN BEGINNING AT OVERHANG W/(1) LAYER OF 15# ROOFING I T#150 DRIP EDGE FELT ON THE REMAINDER OF THE ROOF w 2"x6" BEV. FASCIA e (3) 1/7'x7 1/2' M. BOLTS 1/T COX PLYWOOD 1 5" O.G. GUTTERS & (12) 20d R.S. NAILS 2"x4" PURLINS ® 16" O.C. ^a+ T#144 & 146 FASCIA TRIM 48' S.C. TRUSS ((2) HA R.S. NAILS IN � tJVERHANG RAFTER SOFFIT B 2"x4" PURLIN CUT TO FIT u Q GO SOFFIT F TRIM & R-30 BLOWN-IN INSULATION BETWEEN OVERHANG FRAMES 1"x6" #2 CEDAR BOARD 9" MESH z 2"x6" OVERHANG NAILER 4 MIL VAPOR RETARDER U w 2"x6"' BEV. FASCIA INTERIOR HI-RIB STEEL 5" O.G. GUTTERS Z 3 1/2"x5 1/2" M. BOLTS & 7'x4" TOP BLOCK " T#744/146 �--� a �8� 20d R,S. NAILS 1/2" COX PLYWOOD W/BUILDING WRAP SOFFIT F TRIM & Z 3/4" O.S.B. WALL FIRE STOP 6" BLANKET INSULATION W/ 1"x6" #2 CEDAR BOARD 4 MIL VAPOR RETARDER 1"x12" UNDERBOARDS U 3-7'x6" LAMINATED COLUMN 200L TRUSS HANGER L Lj W/(8) 1 1/2" R.S. NAILS 1"x2" OVERBOARDS 1 1 2"x4" NAILERS @ 16" O.C. 11"x10" CEDAR BOARD J Z 2100f MSR SPF (3) 7'x12" HEADERS (N0. 1 SYP) (TRIMMED TO 9") J INTERIOR HI-RIB STEELL7 14'-0" (TOP 4' OF SHOP AREA TO BE ACOUSTICAL) NOTE: 8,-11"1OF CfOLUMN R(TRIMMED ETO 7") �' GRADE TO HEEL 1 1/2"x1 1/2" VERTICAL BLOCKING THIS SECTION IS THE SAME AS LEAN-TO HEIGHT W Z _1ij AT COLUMN LOCATION SECTION A-A EXCEPT FOR THE 2"x8" FACEBOARD TO 2"x4" STRIPPING ITEMS AS NOTED. V-0" BELOW GRADE T� = 1"x2" OVERBOARDS 17" - 2"x6" LAMINATE TO U _"'_- 1"x12" UNDERBOARD CUT-OFF 1'-0" BELOW GRADE W OJ- , (1) ROW 2"x8" TREATED SPLASHBOARD .N. •, z =) 2''x4" NON-TREATED BASEBOARD 1 1/2"xi" BLOCK & T#109 BASE TRIM 6" CONCRETE FLOOR 3-2"x6" LAMINATED COLUMN J V 1O 4' WIDE R-11 PERIMETER INSULATION 15'-0" 1 1 J • " 10" THICK READI-MIX PAD. PLACE 0_ FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE (4)50# BAGS OF SACKRETE PRE-MIXED 46M BASE ANCHORS U W,/WATER AROUND COLUMNS WHEN 7" THICK READI-MIX PAD, J 2"x6" TREATED BOTTOM PLATE SETTING, PLACE (2)50# BAGS OF W Q o CONCRETE FLOOR NOTES . SACKRETE PRE-MIXED W/ 4'-0" 1.) 3500 PSL s 1/2 BAG MIX CONCRETE. q 1 WATER AROUND COLUMNS Q Z o 2.) REINFORCING 6x6-10x10 WWM. 1 LEAN - TO SECTION B- B , WHEN SETTING. = L.> 0] 3.) SLOPE MINIMUM AWAY FROM THE BUILDING " iB 0 ® 22 MINIMUM FDR A DISTANCE OF 5'. 24'0 80 M.P.H. WIND LOAD ( , ;i O 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED �l L , p. 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. SCALE; 1/2"" = 1'-O'" 1 . 1 46M BASE ANCHORS 9" THICK READI-MIX PAD. PLACE (3)50# BAGS OF SACKRETE PRE-MIXED W/ Z WATER AROUND COLUMNS WHEN SETTING. NOTE: 22"0 CORNER AND ENDWALL COLUMNS WILL HAVE 15" DIA. HOLES W/8" THICK READI- FASTEN TRUSS HEEL OF COLUMNSADDLESADIDLEACH SIDE J 0 S I D E W A LL SECTION A — A AR PAD. PLACE WHEN BAG IN SACKRETE WITH OF 20dT RNS.ANDAILS PERK o /-1 J /-1 AROUND COLUMNS WHEN SETTING. WITH BASE ANGLE ALIGNED o SIDE & (2) 1/2"x5-1/2" WITH EDGE OF BEAM & BOLT 80 M.P.H WIND LOAD 2"x4" NAILERS 2"x6' BLOCK M. BOLTS " W/ (1) 1/2"x5-1/7' M. BOLT SCALE: 1/2" = V-0" 48M BASE ANCHOR WITH (NO WASHERS REQUIRED); THIS 3-2"x6" LAM. COLUMN 2"x4" NAILERS I BOLT IS ONE OF THE STANDARD (8) S.S, COLUMN NAILS BOLTS REQUIRED NORMALLY. AT EACH END OF BEAM. NO FASTENERS ARE RE- DRAWN BY: BAM 865 (SEE DETAIL AT RIGHT QUIRED DOWN INTO BEAM. DATE: 9-21-00 FOR DRILLING HOLE$). 1"x10" CEDAR BOARD (TRIMMED TO 9") 3-2x6 JAMB COLUMN WITH CHECKED BY: 7'x8" FACEBOARD TO 1'-0" BELOW GRADE 2x6 TREATED LAMINATE EACH (3) 2"x12' BEAM DATE: 7'x6" LAMINATE EA. SIDE OF COLUMN SIDE. CUT LAMINATES OFF AT REVISED DATE: 01-05-01 TO 1 -0" BOPENING HEIGHT & NAIL ( ' BELOW GRADE) WITH 20d GUN NAILS 4" INSIDE VIEW REVISED DATE: 06-05-01 3-2"x6" LAMINATED COLUMN O.C., STAGGERED. USE PRE- 1"x8" CEDAR BOARD EA. SIDE OF COLUMN DETAIL #3 DRILLED DRILL (4) 3/16" 1 REVISED DATEHOLES FOR : (TRIMMED TO 7') SCALE 11/2' = 1'-0" FASTENINGJ: HOLES FASTENING TO REVISED DATE: 011%10" CEDAR BOARD (TRIMMED TO 9") TO COLUMN BEAM. 2"x10" 7'x8" PLATED RAFTER ABOVE 2"x4" NAILERS / (ABOVE) 2x6' BLOCK 2"x4" NAILERS Oulu HI-RIB STEEL 1"x10" CEDAR BOARD V� 2"x4" NEW pF NAILERS (TRIMMED TO 8 1/4") Y • yPp "'S •q'•><°k 2"x8" FACEBOARD TO 2x12 HEADER SPLICE AT 1'-0" BELOW GRADE JAMB COLUMN. NAIL TO * 0 3-7'x6" LAMINATED COLUMN 2"u6" LAMINATE TO NAIL 2x8 TREATED FACE- BEAM WITH GGE20d GUN NAILS I lix 1'-0" BELOW GRADE BOARD TO COLUMN & 4' O.C. STAGGERED & TO J • .�,� .+ LAMINATES WITH 20d GUN COLUMN WITH (10) 20d R.S. • • 3-7'x6" LAM, COLUMN 6' NAILS 1 ean� 1 NAILS 6" O.C., AS SHAWN X48' S.C. TRUSS (ABOVE) 2"x4" NAILERS 1"x8' CEDAR BOARD 3-2"x6' LAM. (TRIMMED TO 6 3/4") COLUMN I 1 1%10" CEDAR BOARD (TRIMMED TO 7") 2"x6" BLOCK OUTSIDE VIEW SCALE: AS NOTED DETAIL #1 DETAIL #2 DETAIL #4 3- 2" x12" CONTINUOUS HEADER DETAIL SHEET NO. SCALE I I/2' = 1'-C" SCALE, 11/2' = 1'-0" SCALE 11/Y = 1'-0" 50F OFFICE: CIITCHOGI IF. NY 5 SHINGLES JOB N0. 1/2" CDX PLYWOOD 128-0611 CONTINUOUS 2"x4" PURLINS CLEARSPAN TRUSS c 2"x4' BLOCKS BETWEEN PURLINS 2"x6" END COLUMN 3/4" O.S.B. WALL FIRE STOP EXTENSION e �Z, 4 R-19 BLOWN-IN INSULATION C. 4MIL VAPOR RETARDER 7/16" OSB DRAFT STOP � I 6" BLANKET INSULATION wm W/4 MIL VAPOR RETARDER o HI-RIB STEEL 72"x4" I-RIB STEEL n 2"x4" TOP BLOCK "x4" TOP BLOCK (2) 1/2"x5 1/2" M. BOLTS T#11/136 #11/136 (j m :;•. & (4) 20d R.S. NAILS 2"x6" TOP NAILER "x6" TOP NAILER c ;;. 2"x4" STRIPPING O 16" O.C. .' 7 STRIPPING z 5/8" SHEETROCK 2"x4"Hl-R BRISTEEG Z (ACOUSTICAL TTOP 4') V m 3-2"x6" LAMINATED COLUMN— BLOCKING- 2"x4" OLUMN 2"x4" STRIPPING ® 16" O.C. e 1 1/2"xi 1/2ATVCAL COLUMN LOCATION W 6" BLANKET INSULATION W/ U - - - - - W 4 MIL VAPOR RETARDER SUSPENDED2'x4" NON-TREATED BASEBOARD CEILING 2"x6' BEV. NAILER 1 1/2"xi" BLOCK & T#109 J Z 5/8" SHEETROCK BASE TRIM J 6" BLANKET INSULATION W c' W/4 MIL VAPOR RETARDER 6" CONCRETE FLOOR - 2"x4" STRIPPING @ 16" O.C. :t.�-� _ //yyam� Z - W W 2"x6" TREATED BOTTOM PLATE Z `- C� 8,_11„ W O �. U 4"-0" 46M BASE ANCHORSZ U _h 8" THICK READI-MIX PAD. PLACE > U "o (1)50# BAG OF SACKRETE AROUND W J COLUMNS WHEN SETTING. PARTITION �– Z 2"x4" NON-TREATED BASEBOARD .'.15„0 PARTITION SECTION D - D �I- v 0 T#162 CONCRETE STOP 4' WIDE R-11 PERIMETER INSULATION I'^1 SCALE: 1/2" = 1'-0" J W Q o 15'-0" Q x 2"x4" PURLINS = Z m NOTE U THIS SECTION IS THE SAME AS 4'-0" (2) 60d R.S. NAILS IN o. SECTION A-A & B-B EXCEPT FOR THE ITEMS AS NOTED. OVERHANG RAFTER 6 3 2"x4" PURLIN CUT TO FIT Z BETWEEN OVERHANG FRAMES Q = 6" MESH ® 1 1 a 15' LEAN - TO SECTION C- C (2) 1 1/2"x16" LVL p HEADERS (2800fb) J to 80 M.P.H. WIND LOAD18,0 2"x6" BEV. FASCIA Q o 24"0 SCALE: 1/2" = 1'-O" �J 0 2"02" HEADER (NO.1 SYP) i 48' S.C. TRUSS DRAWN BY: DAM 865 T#71 TRACK COVER DATE: 9-21-00 51M TRACK 3"x4" TRACK BOARD 334E TRUCHECKED BY: SS HANGER BEAM HANGER 1 1/2"x2" BLOCK & (1) 1/2 / ) 1'x2 1/2" M.NAILSDATE:DATE: 14'-0' 5/4"x6" SHIM REVISED DATE: 01-05-01 GRADE TO BOTTOM NOTE: REVISED DATE: OF TRACK GIRT EP LINER OMITTED ® CUSTOM T#'33 JAMB TRIM BEYOND' W/ADD TIIONAL REVISED DATE: + FOR CLARITY. REVISED DATE: 2"x6" JAMB (RIP TO 4") 2"x6" LAMINATE FOR HEADER SUPPORT ® (2) , 1/2"x16" SLIDING DOOR HEADER SECTION E- E L.V.L. HEADERS PF NELyRr • • ' SCALE. 1 /Ar NOTCH 2"x12" TRACK NAIL 2"x12" GIRT TO • • •O •. *KE GIRT FOR 5L LVL BEAM BEAM W/20d GUN NAILS • ' HANGER (APPROX 1/8" DEEP) (3) 1/2"x5 1/2" 3-2"x6' LAMINATED COa I "� .� 2 4" O.C. STAGGERED. M. BOLTS 2"x4" MAILERS ' (3) 1/2'x5 1/2"' 2"x3" JAMB (14) 20d R,S. NAILS 1/2" COX PLYWOOD SHEATHING M. BOLTS CUT TREATED LAMINATE , It OFF AT BEAM HEIGHT 2"x3" JAMB 2"x6" JAMB (RIP TO 4") °'" BOARD & BATTEN SIDINGT#172 JAMB TRIM INSIDE VIEW OUTSIDE VIEW (ANGLE CUT TO FIT TO TRIM) UMASEAL SCALE: AS NOTED 1 1 /2"x16 " L. V. L. BEAM JAMB DETAIL SLIDING DOOR JAMB DETAIL #5i ( SHEET NO. * NOTE- VIEWS ARE SHOWN WITHOUT OVERHANGS SCALE, 1Vf = 1'-d" OF OFFICE: 2••x3•• JAMB CIITCHOGIIF. NV JAMB COLUMN (BEYOND) SLIDING DOOR JOB NO. 1/2" CDX PLYWOOD 3/4" SLOPE 128-0611 BOARD & BATTEN SIDING 2"x6" UPRIGHT CONCRETE FLOOR — / CONCRETE APPROACH 2'•x10•• TRACK GIRT ILLLG�JJJI 1 1 2° SLOPE @ 2% 6x6-1Dx10 WWM 40 a" a4. RADE • N `" SLOPE GRADE AWAY FROM 54"x6° SHIM / APPROACH 2% MINIMUM " • • .... .••••••••••••• ♦ FOR A DISTANCE OF 5'-0" M .. ........................ ..........:................... o . N SPECIAL T#71 TRACK COVER 1D �� 51M TRACK 5„ .. TO GRADE EXPANSION JOINT 4 REBAR CONT. 3•'x4'• TRACK BOARD 6" BASE OF FIRMLY COMPACTED AROUND PERIMETER 1 1/2"x2" BLOCK 3-2"x6' JAMB COLUMN COARSE SAND, GRAVEL OR ,,,,,,, ; Q M CRUSHED ROCK. SPECIAL T#33 JAMB TRIM BEYOND 6' Z 2"x6" JAMB (RIP TO 4") Q 'NOTE: OMITTED SLIDING DOOR CONCRETE APPROACH DETAIL SECTION F- F J C.7 FOR CLARITY. J SCALE: 1 = 1'-0" Z a. 2"z4" PURLIN U U 1 . 1 2"x6" UPRIGHT TO 7• -I Z II U 48' S,C. TRUSS 60d R.S. NAIL / Z6.L.yF / m LU Cl 20 ga. GALV. PURLIN CONNECTOR T#71 TRACK COVER 13'-6•' 0 _ 51M TRACK TO GRADE TRUSS o U =O ^J;q 3"x4" TRACK BOARD \—T#37 \�\ Z _ 1 1/2"x2" BLOCK & T#105 T#105 ; T#23 JAMB TRIM 2"x4" BLOCK ; z U — 3-2"x6' JAMB COLUMN 2"x3" JAMB BEYOND _1 w SECTION G- G NOTE: J INSULATION OMITTED LL SCALE: 1 " = 1'—D" FOR CLARITY, o (1) #9x1" TRU—GRIP SCREW ON L. o PEAK SIDE AND (2) ON EAVE J �! SIDE OF PURLIN IN HOLES SHOWN Q (JOINT MUST BE TIGHT BEFORE W o FASTENING CLIPS) Q X Z 0 2"x4" BUTTED PURLIN DETAIL C7 m U cn a a W 16x10 Pt Q 18 Ga z Q � e3e¢ W TC S•9" 2x6 Web Stiffener 2x6 Truss Web J # Attach w/20cl Gun __j o 1 c'kj�kj4/ Nats at-6" OC. Q o 9X11 116" Sect, A-A DRAWN BY: BAM 865 TRUSS SPACING 7'-6" C,C. Pl. DATE: 9-21-00 LIVE LOAD 30 PSF 1/2" Crown DEAD LOAD 7 PSFCHECKED BY: NOTE: WEBS ARE 2x6'5 EXCEPT WHERE NOTED CEILING LOAD 3 PSF RAFTER LENGTH 25-10 3/8" DATE: TOTAL LOAD 40 PSF A 11x16 1j 3" LUMBER STRESSES TOP CHORD NO. KD19 REVISED DATE: 01-05-01 A pt LOWER CHORD 1950 MSR REVISED DATE: REVISED DATE: 11'2-7/8" 12 REVISED DATE: 4x5 TCS 5 TRUSS DESIGN SPECIFICATION: pt' � 2-16x9 Pl. 18 Go. uHouse Truss has been designed by computer using the Purdue kj6' 2-13x8 Pt. 18 Ga, pF NEW Plane Structure Analyzer IAW current standards and q�C N- specifications of recognized engineering principles. IlQ" p L• S(x Output data will be provided upon request. 11X11 16x11 Pt. 9x11 LUMBER SPECIFICATION (1997 NDS for Wood Construction): pt• 18 Ga. pl Lower Chord -- 1950f — 1.5E MSR Southern Pine 15!1/2, I 2,. .....,0 9:9¢99 ::¢::: e" / '•a a ' Top Chord - No. K.D. 19 Southern Pine LC# 1 ' "�` Web Membersrs -- No.. 1 K.D. 2X12X12' LC# 2 2x12x18 — 19 Southern Pine I TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): CAMBER AT 3'0 9'17-7/16° 155'8-3/4° ASTM A-446, Grade A 20 Go. and 18 Go. where noted, CENTERLINE 23'18-1/2" galvanized steel Morton truss plates Identified by a 1-3/4` SCALE: AS NOTED hexagon stamped every 1-1/4" along the center of the plate, 48> S. C. TRUSS SHEET NO. SCALE, 1/2" = 1'-0" OF Cv° �n° Gk'AB Ci�fL �v° GL P'IIN, i � I 1- - - -- - - �- -�, --- - LSI I� GL{25PACE- I FG,SI.w 1 i ADl1�^'IJRNIN i i i - 7L Z - ----- --- -- PSE OF bf�, ~y ST A 953- ALE � 017953-1 FRED A 0 r A�AM IJ --5'i - T c, E"'::,�`_ l ,,M 'AN. DEC 11�{VYLP tt�i! i'fi9n. M OF S UTHOLD �l ',- fWit�1YY46+Ox 2 �� r l 1 u ry . .';. . . - . :. "} .. ... ., ,sl:a'.r'.,, r. r, ♦. ,..v_ -. .�: .�,. . ,. A t'n - t 1 ,.. :x r . ., . r" !"., r. - .,: PFr, r; . J. :. ,t .,m .. .✓ F :,.�, . . � .wk ,., f, I +a .r l ,: :. . , ,.. - -` ::4 1o,T'r' t,: Mt . .,. ". '.i ♦ r „I .. ..'y ., �. w :. . . -. _ .. �:-..:f ... r - -E d 1 Af, r QAPER A - t: o � _ 40 T, 1440410j4A0 =108 xx2F/12 =6?/12 F6 CUFT,'- 75' LAND, 480x,410 - f3 ----� ACITY ,RE11Me LEACHING POOL " IA Na 12' E 64;CUFT. CIpY�PROVIDED -821 CUFT. . O Pl AP `� CSA 5QF3A£E TQr AL CAPA - _ LEACHING POOL' „ f p.C.•5LAB .,.,I,:. © EKIDF Aix 2340'cE0 - i, :� ND Az /12 FATAL CAPA _ YY AEOUIRED --M6 CU.F 21.6,CU.FT O ttCIP35E[7, �' / n O A, 296 =UIOEP 129.8 EAZCMNG POOL TOA CAP D A51 urs biN� L _ W M VM i"rF ' WYn 44, W` 'Fm, M+ _n #+ ( � ?-� Q 9+e LCWE — 1 - AREA R. W 0 0 ©0 2/12= 240 i UFT. ' aYt sr °'' u's ` ` - .: ' - -.:" -_ ': . :.:- ". - .� ROOF AREA ACI 4 4 - LEACHNG 001.." :.':'. a. SET T�hl�'.! A'rIQN. `. .�-(rye - _: . - 1 I - - LAND �4REA._ 440 x,UP 324-�F-2/12 =,.S�:CU.FT. TOTAL CAPACITY REQUIRED. '204 CUFT "1- - PROViC E 1 110' DU, x.W TRP LEACFM7G POOL " � r TO L O CUFT:AFACTD ® APER D `� RROPOSED 'ROOF AREA. 1440 . LO'., 1440 x.2/12 0'240 CUFT 120' 1890 x 2/12 315 CUFT. SEPTIC - CONCRETE SLAB - 2100 s 0.90 a ' 0 r SYSTEM ! LAND AREA =,'3520 x 010 0 252.x 2JI2 : 42'CUFT w n PC• SLAB N TOTAL CAPACITY REOUIRED 597,66FT. " ro l PROVIDE I + d0' DIA, x 12', DEEP LEACHg4G POOL Q° , TOTAL' CAPAC17YIPADVIDO) z 821 CUFT. r. .. .., __ -.. .,. DEESCLUDEDDHAAGE CRhLNoI LATI(aN, H NOT - 1 c "b POOL D. E 7p. . . LtACCHINPOOL P C7 I W MJ. CU - , LEC P DRARVAGE ' OUTLINE OF CONTRIBUTING . J ' . . . . TRENCH ND DRAINAGE CALCULATION DRAI NAGE PLAN r SCALE!I �IPI t ®,— PVN CITES AREA a CAST IRON MET F - - TO GRACIE I TYPJ 6 GRADE Q0 �A 3 0.0 W r - F@,TER.FABRIC, If PEWMETER - 1) BOM I OL I -4, DI,X PVC PIPE OF TRENCH''= GRADE _ BROWN , I ML ) - q 6 ®, w B q _ LOAMY SILT a 17 , .W - q. oo �' m : " q13 :�' 4 W to tis&. ® .�:12 Q I 44 1 ` - ACKFLL ,WITH A 18 � .'1� �. SI';R) GFG1{EL ' 019 I3/4' r STONE) . fir'" F 4p - ID Rl q kn i A -10 a- .- 4 I PEFiFb , PALE BROWN ! d . 137` �_,�-ffi qq {� �, r� ' ✓ t y, _ RATED FMS TO COARSE I SW I ,. yilM PIPE . SANT t }b ouND PIPE r pp� n kCAVATE TRENCH:TO CLEAN SAND d :u SEE rdA1t�R0RLbCA F r' TRENCH"L ETAIi NO WATER ENCOUNTFRkO TEST HOLE 7 �l 5 SCALE X10 SCALE , u N4, ` 'Fh , r, ,r .,' r:' ,',"" .,�n. .," a . . - - - l 11 ..A'b- li�x "'1 q)ifz ` '•y�.r':: � 1 .f., • , a ,a., - ,... ! .•,nc-A L . ,.TEST HOLE PERFORMED By McCSONAID , , VAr +r eta.:' �y xr4' a{YvAc .;. v - :': : -. .. ,,, ',,,'. .c. : . . . ,-a,".ut .. _., �, ,�„ .. ,,.x s w r.A.. ,✓yc "�' �� r r „�-^:-S ' r1 �� r�,�r...���Hr..:.-y.,..5rk�_Y'R+S,.n'C� �}s::1.1.6rLs , �lsz'�..�..�„2L�n��eo`�'`F�:,_�E��� ,1.%cy:Jr.:,.7�"�e-. G...,v...K:�y " d.,.>,'-: ri:�. .,. t�=" :':� .i - ..ur.'r'.,`r . .,.r. __ 'it . ... . . .. . ......'i,.'." ..a_ ... t,. .v..r,r, a - dr ti• y_..:si ix..a ..1:d_.+:9s,.,w..�..�3. L.><4..kx 'mad:r9,.fi194��.>r.Y.:S,u�],.a,.�_, ".f,;kYu. dt1':"'".'3'A i UMCE; oll10 o JOB No. 1 1 m 10 N 0 i V) 1Z. ILL of Q cm "-3'-0- .4^n J V LLI GRAS BAR U Z J L&j J � W cm W/+/� l o W w N-6" CRAB BAR z = z . � !i = o w Q c U D 0 AR�y LLJI sw- NQS RAWN Br: - 8AM 865 :airy DATE: 8-17-01 N T `} j CHECKED BY: E QF DATE: REMM MW RESTROOM CLEARANCE LAYOUT SCALE: 1 4a N ?SHEET NO. �t � I OF I m �,� s Ste• F KEY MAP SCALE 1 "=600' ee 2 4 Ff�` ti �l 6�0 PREME ES F 0 .+xlb SA 50 Sc 0 x'1'0 �Y SBS. I" ti51 0 70 ti 619 A A Al a, T 00. - SS• 15, 00. to S�O,S1 ✓os�d%� SAO y •Oy EUGENE•s qYU� F v pro � ":O''O e �r •!�' AS O s c N S SSO s 1. o / ' • e sU esQy o� 1S, aIlk ' °° F %, ISds �� �4 0�2°,8 `sem° 4k �rO SURVEY FOR BEDELL VINEYARDS pro SI T UA TED A T 11-9 _ CUTCHOGUE15' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 3s; `:;: S.C. TAX No. 1000-85-02- 10.2 sa; > :>< :: 1000-85-02 1.0.3 . � , 8s 0 1000-97 -01 -25. 1 SCALE 1 "= 100' ss�. MARCH 24, 2000 SURVEY LOT AREA DATA MAY 15, 2000 SET—OFF MAP JULY 8, 2000 ADDED PROPOSED BUILDING S.C. TAX No. i 1000-85-02-10.2� 2,035,394.11 sq. ft. °�� 'Ir 1 1000-85-02-10.31 46.726 ac. I S.C. TAX No. 113,681 X11 sq. ft. 1000--97-01 -25.1 2.610 ac. a� TOTAL 2,149,076:2 sq. ft. rN4o� s�S o ti S S¢s�s ✓!baa 49.336 ac. Baa a 3 , o sA• S� Sa 1 "SS• oo 'fie. '�`� �. 2 0 0 PREPARED IN ACCORDANCE WITH THE MINIMUM O { STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ` O BY THE LiALS. AND APPROVED AND ADOPTED F 4 I FOR SUCH USE BY NEW YORK STATE LAND TITLE ON_ N� CER TIFIED TO: CHICAGO TITLE INSURANCE CCMPANY •� �6y. �/+ 36° ds° TITLE No. 3800-00085 °* yk oo, o• MICHAEL LYNNE BEDELL, LLC 5 , ' k SSA• SA�� Sc q Y. r' N.Y.S. Lic. No. 49668 - ti mil. i, t/ °°O\ , �S\ Joseph A. Ingegno 4 � o� I UNAUTHORIZED ALTERATION OR ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF �o SECTION 7209 OF THE NEW YORK STATE " .Aly �ty, EDUCATION LAW. `SS• 4j ¢ o �6 �' + j COPIES OF THIS SURVEY MAP NOT BEARING 3 p��� �`��j 00°• ; �,�� THE LAND SURVEYOR'S INKED SEAL OR S3�' .�•� 60 ;� Title Surveys - Subdivisions - Site Plans - Construction Layout EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. L7 ° ' S PHONE (631)727-2090 Fax (631)727-1727 CERTIFICATIONS INDICATED HEREON SHALL RUN ` ONLY TO THE PERSON FOR WHOM THE SURVEY OFFICES LOCATED AT MAILING ADDRESS IS PREPARED, AND ON HIS BEHALF TO THE f� x TITLE COMPANY. GOVERNMENTAL AGENCY AND �* b� THE EXISTENCE OF RIGHT OF WAYS 1380 ROANOKE AVENUE P.O. Box 1931 LENDING INSTITUTION LISTED HEREON, AND RICHARD Y MdaWSH \ RNERHEAD, New York 11901 Riverhead, New York 11901-0965 TO THE ASSIGNEES OF THE LENDING INSTI- AND/OR EASEMENTS OF RECORD, IF d BLnU8"H X Mae-MISHr TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ANY, NOT SHOWN ARE NO': GUARANTEED. i i 20-1798 OFFICE: \ _ _ C:UTCHOC1l1F� NY a , / .�mak.+nri� tit.,.c.,.yrs., .c...c,r,�y �,,� \� J 0 B NO. (MORTON BUILDINGS GENERAL SPECIFICATIONS � � Se-Td�Ks /,-, SDcrT�o�o70`� �o�. _ _ 128-0611 / &S �i.f7��7GS14 �LreLpi:.Cfo lf!u $C' ThE^' LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S \ \ / ,s • Ln COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 ��/4 9POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN \ cd- .�idre�..,r� �� �� M coN FEDERAL SPECIFICATION TT-W-571 J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND \ 0.� o M r SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. CCUPANC 0R (� O FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND USEire ( 'EBL w- I aa�� U 1'� FU READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR WI T I-10 , ERTIFIATEe.> z z SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN F OCA PACY w 'R, —I Z " ROD PLACED 2 1 2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE APPROVED AS DOTED OR 1/2 GALVANIZED STEEL / pppRO . � IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. DATE': g,p# (010/ U SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER FEE: BY: NOTIFY BUILDING DEPARTMENT AT V J 765-1802 9 AM O 4 PM FOR THE MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER PROPOSED 48'x14'x120' FOLLOWING INSPEE ONS: Z 1 FOUNDATION - TWO REQUIRED � ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION MORTON FOR POURED CONCRETE W BUILDING T.. C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE, 2. ROUGH - FRAMIP:G � PL GING 3. INSULATION 4. FINAL - CONSTRUCTION MU FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30 O.C. BE COMPLETE FOR C.O. "'" ALL CONSTRUCTION SHALL MEET iw WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2 x4 S4S NO. 2 OR THE REQUIREMENTS OF THE N.Y. __ STATE CONSTRUCTION & ENERGY W O BETTER ON EDGE SPACED APPROXIMATELY 24 SECTION O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE ) CODES. NOT RESPONSIBLE FOR = S O h-gESIGN OR CONSTRUCTION ,ERRORS ROOF TRUSSES TR FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS vy OPO Com) `` REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED O �� Lo `OgP�4 UNDERWRITERS CERTIFICATE c co UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH �, REQUIRED CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. _ . � O SIDING PANELS KYNAR 500 HYLAR 5000 - 0.019" MIN., G90 GALVANIZED OR AZ55 O GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS _ BUILDING LOCATION PLAN NOT PROCEED WITH LY NOM. 1 MIL THICK ON EXTERIOR SURVEY PREPARED BY: fRAMINC UNTIL SURVEY O Q JOSEPH A. INGEGNO OF FOUNDATION LOCATION ' ROOFING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 HAS BEEN APPROVED. _ CZ o 10' 40' m SCALE: GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS U 5' 20' 80' N NOM. 1 MIL THICK ON EXTERIOR. TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL o z__ ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS in0 w 0- ROOFING ROOFING OR SIDING PANELS . (A GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 —J .Q o FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING, ADDITIONAL NOTES 1,) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1997 NDS USE GROUP C4.2 SIZE DESCRIPTION BENDING VALUE Fb FDATE: : BAM 865 OF THESE DRAWINGS. CONSTRUCTION TYPE 5B 2"x4" NO.1&2 SPF 1313 PSI 9-21-00 LIVE ROOFLOAD DESIGN 30 PSF 2"x4" 2100f MSR SPF 2100 PSI2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED WIND LOAD 80 MPH EXP. C 2"x6" NO.1&2 SPF 1138 PSI Y: MIKE FLOOR LOAD 125 PSF 2"x6" NO. 1 SYP 1650 PSI DATE: 9-29-00 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY FLOOR AREA 5,760 SQ. FT. 2"x8" NO. 1 SYP 1500 PSI 2"x10" NO. 1 SYP 1300 PSI REVISED DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 2"x12" NO. 1 SYP 1250 PSI REVISED DATE: ALL 1950f MSR SYP 1950 PSI 3,) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 1 1/2%16" LAMINATED VENEER LUMBER 2800 PSI REVISED DATE: 3 1 2"x15" GLU-LAM 1650 PSI kREVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES, 51 4"x161 2" GLU-LAM 2400 PSI 51 4"x191 2" GLU-LAM 2400 PSI 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. nun JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. ��OF NEW SHEET INDEX g�Pela L.S, •y0 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET DESCRIPTION* Gam' 0. 5000 IS A TRADEMARK OF AUSIMONT, USA. ISPECIFICATIGNS, SHEET INDEX SC I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR r ,� ?• OF 6 THIS BUILDING WAS PREPARE Y ME OR UNDER MY �g� ` $ BUILDING LOCATION PLAN DIRECT SUPERVISION AND HAT AM A DU LI NSED/ •'�' � n 2 OF 6 COLUMN PLAN REGISTERED PROFESSION L EN EER, � a* CS2x4KK 2-96 3 OF 6 ELEVATIONS 4 OF 6 SECTIONS &c DETAIL RONALD L. SUTTON, P.E. MICHAL, McCORMICK P.E. 5 OF 6 SECTIONS &c DETAILS DATE: - 2 `OSIREG. # SCALE: AS NOTED 6 OF 6 1 TRUSS DRAWING SHEET N0. OF OFFICE: C UTC'H000F, NY C ^TT c N \ N N \ N N N \ JOB NO. � � o I 128-0611 x o o o o o o i d o i i I i I i i t i I I 0) 04 O IN N M Lo O 00 00 o) -T'- 7'-4 1/2" 7'-41/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" T-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-41/2" �• In I I I I I I I I I I I I I I 1'-0" VENTED I A SIDEWALL OVERHANGS D. 4 2'-0" NON—VENTED N ENDWALL OVERHANGS 47,_9,> — — - - - - - - - - - - - - - — - - - - 47,_9„ rn rn inZ) I 4 I Iz Q C.� Z 39'-101/2" — i — � — 39'-101/2" � �...1 0 CL 48' S.C. TRUSSES @ 2"x6" DIAGONAL END of W �� o0 I 7'-6" O.C. TYPICAL BRACES APPROXIMATELY 0O U L j j 8 -0 O.C. TYPICAL P J Z W 26'-4 1/2 IL io I 0 r I O r I 0 0 OI W z L _ J L — (ABOVE) ;::::.. D D CASE E E w < '> EQUIPMENT — 21 -4 1/2 5 5 STORAGE 5 5 STORAGE s:>:;::::.. (SHOP AREA) IUD1 I O ;:.::. Lo L_LJ 15-101/2" IM Lo I 0 00 � L.Lj co 7'-10 1/2" — 7'-10 1/2" � Z 0 N B B N � I 4 4 C C C..., 0 o I 5N-11 5 0 r I 26"0 CD 26"0 26"0 0 26"0 01-01, LL 11 0 _011 LLI 0. I I Q Z o I C c I = m — d_L__I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j � 0 W a 7'-41/2" Nl I 7'-6" 7'-6" I 7'-6" I 7'-6" I 7'-6" I 7'-6" I 7'-81/4" 14'-71/2" 7'-81/4' NJ I 7'-81/4" 14'-71/2" 7'-81/4" I 7'-41/2" � 11 � o o r- C C C C C C C C C fC C C C C ^ O N N N N N N CD o_ a- o_ � o Sao <t I I I I I I I o 00 � ^ I I I I I I N N M Lo C 04 OO •I� 00 pOj p 0) DRAWN BY: BAM 865 DATE: 9-21-00 CHECKED BY: COLUMN PLAN DATE: 2' 8' REVISED DATE: SCALE: = I fREVISED DATE: 1' 4' 16' COLUMN PLAN LEGEND REVISED DATE: ❑ — 3-2"x6" LAMINATED COLUMN LOCATIONS REVISED DATE: — �— ■ — HEADERED TRUSS LOCATIONS I _ _ ❑t — (2) 3068 9100 9—LITE CROSSBUCK WALK DOORS W/LOCKSETS Q — (4) 3'x5' DOUBLE HUNG WINDOWS (ANDERSEN DH210410) ® — (4) 3'x3' AWNING WINDOWS (ANDERSEN AXW255) (2) 15'x14' DOUBLE SLIDING ALUMASTEEL SIDE DOORS W/WEATHERSEALor- NEIV 15'x14' DOUBLE SLIDING ALUMASTEEL END DOOR W/WEATHERSEAL .<'014<G YD — 15'x13'-6" SINGLE SLIDING DOOR IN PARTITION W/WEATHERSEAL — (2) 30"x30" ATTIC ACCESS PANELS x* — 26" DIAMETER FOOTING WILL HAVE: .0 26"o 10" THICK READI—MIX PAD. PLACE •d (4)50# BAGS OF SACKRETE PRE—MIXED W/ o WATER AROUND COLUMNS WHEN SETTING. ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT SCALE: AS NOTED ❑� 37 3/4" 80 3/4" SHEET NO. &® VERIFY VERIFY OF 60'-0" 60'-0" OFFICE: CUTCHC) , F, NY 3'6"x3'6" CUPOLA JOB NO. 128-0611 SHINGLES OVER VENT-A-RIDGE FIBERGLASS SHINGLE ROOF _ • Lo I.i cMo - - N n� o M 5" O.G. GUTTERS c/ n BOARD & BATTEN SIDING l m 1"x4" CEDAR TRIM z Qw z 7'-4" L� O Z m W � U W EAST ELEVATION Z 3'6"x3'6" CUPOLA W . 0 SHINGLES OVER VENT-A-RIDGE mW Z FIBERGLASS SHINGLE ROOF ....... CD .:.:.::::....... .............. - W _:... - `-' V ° 5" 0.G. GUTTERS VJ J BOARD & BATTEN SIDING 1"x4" CEDAR TRIM U LLLLLLLL[M[ 1� 1111111 11 111111111111 ji 111111111111-11.11111111111 Lu=--LLLL ®� Q Z o C.0 m WEST ELEVATION U tri W D � Z 12 � 5 T#150 DRIP EDGE 57A T#150 DRIP EDGE �� w � � m T#144 FASCIA TRIM T#144 FASCIA TRIM o 0 BOARD & BATTEN SIDING BOARD & BATTEN SIDING DRAWN BY: BAM 865 1"x4" CEDAR TRIM 16'-6" ❑ ■ ❑ 1"x4" CEDAR TRIM DATE: 9-21-00 CHECKED BY: DATE: 3'-10" REVISED DATE: REVISED DATE: NORTH ELEVATION SOUTH ELEVATION REVISED DATE: REVISED DATE: I a � N 2, e m �, �►�ceennN'�' � � PARTITION ELEVATION 2' 8' SCALE: AS NOTED SCALE: SHEET NO. 1' 4' 16' 0F OFFICE: CUTCHQQUF, NY (2) ROWS OF SELF-ADHERING WATERPROOF MEMBRANE BEGINNING AT OVERHANG WITH JOB N0. (1) LAYER OF 15# ROOFING FELT ON THE 128-0611 REMAINDER OF THE ROOF SHINGLES 1/2" CDX PLYWOOD 12 1/2" CDX PLYWOOD 2"x4" PURLINS @ 16" O.C. (NO. 2 SPF) 5 — NOTE; INSULATION STOP/AIR DEFLECTOR ♦ IDENTIFIES ITEMS THAT ARE NOT CONTINUOUS 2"x4" PURLINS CLEARSPAN TRUSS • o SHINGLES PROVIDED BY MORTON BUILDINGS, INC. BEV. PURLIN OR MORTON BUILDINGS' SUBCONTRACTORS 2"x4" BLOCKS BETWEEN PURLINS 2"x6" END COLUMN 2x4 AND ARE THE OWNERS RESPONSIBILITY. EXTENSION `0 c0 T#150 DRIP EDGE 2"x6" BEV. FASCIA o 3/4" O.S.B. WALL FIRE STOP w o� 5" O,G. GUTTERS R-19 BLOWN-IN INSULATION 7/16" OSB DRAFT STOP oM T#144 & 146 FASCIA TRIM 48' S.C. TRUSS 4MIL VAPOR RETARDER SOFFIT utoo m SOFFIT F TRIM & R-19 BLOWN-IN INSULATION & Q 1"x6" #2 CEDAR BOARD 4 MIL VAPOR RETARDER �"�qsz 2"x6" OVERHANG NAILER INTERIOR HI-RIB STEEL HI-RIB STEEL HI-RIB STEEL Q o (3) 1/2%5 1/2" M. BOLTS & 2"x4" TOP BLOCK 2"x4" TOP BLOCK 2'x4" TOP BLOCK �� (8) 20d R.S. NAILS 1/2" CDX PLYWOOD W/BUILDING WRAP T#11/136 T#11/136 W Z 3/4" O.S.B. WALL FIRE STOP 6" BLANKET INSULATION W/ 2"x6" TOP NAILER 2"x6" TOP NAILER Q/ 4 MIL VAPOR RETARDER U 3-2"x6" LAMINATED COLUMN 2"x4" STRIPPING 2"x4" STRIPPING �J 2"x4" NAILERS @ 16" O.C. HI-RIB STEEL (TOP 4'-0" ACOUSTICAL) Z. 2100f MSR SPF HI-RIB STEEL 3-2"x6" LAMINATED COLUMN W �� INTERIOR HI-RIB STEEL (TOP 4' OF SHOP AREA TO BE ACOUSTICAL) 14'-0" 6" BLANKET INSULATION W/ GRADE TO HEEL 1 1/2"x1 1/2" VERTICAL BLOCKING 4 MIL VAPOR RETARDER AT COLUMN LOCATION 1 1/2"x1 1/2" VERTICAL BLOCKING W Z 2"x4" STRIPPING AT COLUMN LOCATION Li = CD 1%2" OVERBOARDS W O 1"x12" UNDERBOARD 1 ROW 2"x8" TREATED SPLASHBOARD 2"x4" NON-TREATED BASEBOARD � U ( ) 2"x4" NON-TREATED BASEBOARD 1 1/2"x1" BLOCK & T#109 ul 1 1/2"x1" BLOCK & T#109 BASE TRIM BASE TRIM 6" CONCRETE FLOOR 6" CONCRETE FLOOR 4' WIDE R-11 PERIMETER INSULATION♦ �� z �• �d > 0 IF V/ • •• = 0 FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE* 2"x6" TREATED BOTTOM PLATE -/ 2"x6" TREATED BOTTOM PLATE W Q o r CONCRETE FLOOR NOTES 4'-0" < x 4'-0" 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE. Z 46M BASE ANCHORS 2. REINFORCING: 6x6-10x10 WWM. 3.� SLOPE GRADE AWAY FROM THE BUILDING � m _ 2% MINIMUM FOR A DISTANCE OF 5'. O �� 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED 8 THICK READI-MIX PAD, PLACE Cn a 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. (1)50# BAG OF SACKRETE AROUND 46M BASE ANCHORS COLUMNS WHEN SETTING. Q 9" THICK READI-MIX PAD. PLACE ° (3)50# BAGS OF SACKRETE PRE-MIXED W/ Z WATER AROUND COLUMNS WHEN SETTING. 15"0 N NOTE; 0- w W0- 220 CORNER AND ENDWALL COLUMNS WILL vi HAVE 15" DIA. HOLES W/8" THICK READI- PARTITION SECTION B — B J o MIX PAD. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. SCALE: 1/2" 2"x4" PURLIN SI DEWALL SECTION A - A 80 M.P,H. WIND LOAD Tp DRAWN BY: BAM 865 SCALE: 1/2" = 1'-0" �� DATE: 9-21-00 CHECKED BY: �I DATE: 60d R.S. NAIL �� �° REVISED DATE: REVISED DATE: 20 ga. GALV. PURLIN CONNECTOR REVISED DATE: TRUSS o REVISED DATE: �j o •o OF�NL�,yiYD m �. yam. (1) #9x1" TIRU-GRIP SCREW ON PEAK SIDE AND (2) ON EAVE ° SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2" x4" BUTTED PURLIN DETAIL SCALE: AS NOTED SHEET NO. 40F 6 BEAM HANGER OFFICE:Cl1TCHnCl1Filk JOB N0, 2"x4" PURLINS 128-0611 (2) 60d R.S. NAILS IN �„ m OVERHANG RAFTER 6 I'l 2"x4" PURLIN CUT TO FIT "ETWEEN OVERHANG FRAMESm, m • I=L HEADERS (2800f2VL 6 MESH \\ � (2) 1 1/2"x16" L.V.L. Ccoj b) HEADERS =o rot M 2"x6" BEV. FASCIA w m (3) 1/2"x5 1/2" M. BOLTS NOTCH 2"x12" TRACK Z) GIRT FOR 5L LVL BEAM Z 2"x12" HEADER (N0.1 SYP) 2"x3" JAMB HANGER (APPROX. 1/8" DEEP) Q w Z V O T#71 TRACK COVER 48' S.C. TRUSS CUT TREATED LAMINATE a 51M TRACK OFF AT BEAM HEIGHT W Z -- 3"x4" TRACK BOARD 334L TRUSS HANGER INSIDE VIEW U CL 14'-0" 1 1/2"x2" BLOCK W/(14) 1 1/2" R.S. NAILS L.. j & (1) 1/2"x2 1/2" M. BOLT LL.j GRADE TO BOTTOM 5/4"x6" SHIM OF TRACK GIRT Z SPECIAL T#33 JAMB TRIM 3-2"x6" JAMB COLUMN NOTE; W C7 2"x6" JAMB (RIP TO 4") BEYOND W/ADDITIONAL 2"x6" LAMINATE FOR EP LINER OMITTED W zL'`J' HEADER SUPPORT FOR CLARITY. M w 0 ._ > SLIDING DOOR HEADER SECTION C - C • W o t>:_ SCALE: 1 " = 1'-0" NAIL 2"x12" GIRT TO BEAM WITH 20d GUN NAILS 4" O.C. STAGGERED. (3) 1/2"x5 1/2" M. BOLTS Z U (14) 20d R.S. NAILS > CD 1/2" CDX PLYWOOD L.Lj J 2"x3" JAMB �� Z BOARD & BATTEN SIDING 2"x6" UPRIGHT EE Lj- 2"x10" TRACK GIRT C.,, m OUTSIDE VIEW —J CL W 'Q o —5/4"x6" SHIM 1 1 2 " x16 " L. U. L. BEAM JAMB DETAIL Qr Z X * SPECIAL T#71 TRACK COVER NOTE. VIEWS ARE SHOWN WITHOUT OVERHANGS. m m 51M TRACK ud 3"x4" TRACK BOARD 7; �J 1 1/2"x2" BLOCK 14'-0" SPECIAL T#33 JAMB TRIM TO GRADE Z 2 'x6" JAMB (RIP TO 4") 3-2"x6" JAMB COLUMNJ (cn If w :1CL NOTE: 3-2"x6" LAMINATED COLUMNEP SECTION D - D FORLINER C ARIOMITTED 2"x4" NAILERo SCALE: 1 " = 1'-0" 2"x6" JAMB (RIP TO 4") 1/2" CDX PLYWOOD SHEATHING DRAWN BY: BAM 865 BOARD & BATTEN SIDING DATE: 9-21-00 SPECIAL T#33 JAMB TRIM II CHECKED BY: I 2"x6" UPRIGHT 2"x3" JAMB II SLIDING DOOR JAMB DETAIL 1 DATE: JAMB COLUMN (BEYOND) I — SLIDING DOOR REVISED DATE: SCALE: 11/2 I II REVISED DATE: 3/4" SLOPE I I I REVISED DATE: CONCRETE APPROACH 48' S.C. TRUSS CONCRETE FLOOR I 1 1/2" (SLOPE O 2%) 6x6-10x10 WWM REVISED DATE: o d oa . GRADE T#71 TRACK COVER i SLOPE G13'-6"51M TRACK TO GRADE °...... AY FROM �P��O� t�EO....... ° APPROACH � 2� MINIMUMFOR A DISTANCE OF 5'-0"3"x4" TRACK BOARD T#37 , o. °E `S1 1/2"x2" BLOCK & T#105 T#105 °T#23 JAMB TRIM „ `� * p 0: :Ir 2"x4" BLOCK EXPANSION JOINT #4 REBAR CONT. °• 6" BASE OF FIRMLY COMPACTED AROUND PERIMETER ° 2"x3" JAMB 3-2"x6" JAMB COLUMN BEYOND COARSE SAND, GRAVEL OR CRUSHED ROCK. NOTE: SECTION E- E INSULATION OMITTED SLIDING DOOR CONCRETE APPROACH DETAIL SCALESHEE- AST SCALE: 1 1'-0" TED NO OR CLARITY. " = OF rOFFICE: CUTCHnGLIE,JyY JOB NO. 128-0611 • Ln U M CO N I rn O MLd a V/ Q m r-wio :2r !'� Z �/ W Z V11 O_ Z °" W - U � TRUSS SPACING 7'-6" O.C. LIVE LOAD 30 PSF DEAD LOAD 7 PSF 2x6 Web Stiffener NOTE: WEBS ARE 2XG'S EXCEPT WHERE NOTED z CEILING LOAD 3 PSF Attach w/20d Gu RAFTER LENGTH 25'10-3/8" W C� TOTAL LOAD 40 PSF Nails at 6" ❑C. 2x6 Truss Web -Clinch— LUMBER STRESSES TOP CHORD N❑, KD19 W z 16x10 Pl LOWER CHORD 1950 MSR ^> 18 Ga c� .. W 0 00000. O 0000000 I— - °.no°°.. S _,. na°°.°°° . T 'g„ Sect, A—A -'r nLO C# �^ '' .no N. ....I V c0 0 Oo 9x11 112" Crown :2 o 0 ri op Oa qop , Z 0 3 A 11x16 ° q' ° ti = r Dp°°O o0 °o° — A Pt. U a � W 12 Z 4 x 5 ° TC# 5 0 Of Pl, c'k1�k16� 2-12x93P8 Pl, 18 Ga. 11x11 16x11 Pl, °o°qq° 0 0 9 X 11 O°gggqq .00000 OOoo00o '- 11'2-7/8" 9x9 qqo .°° 1 8 G a, on000 ova oo° 00 0 °o oo°ooa o°000000 P 1. 000 .o.n OOo °000 Ooo 00 P 1, 00..00000 oOO000°° 000 000 OOo 0000 CC O .00000000000 OOogO Oo ° n OOOo.o ° Oppp O°--2 o0o n....n OooO 00 Oo0oo.00 000000o Ooo GOo1 00 0000g0000 °00000 000000 0 0°0000a °goo°oo a000000°oo..00 000000 oOa OO. oo°p°°°° °°0O°p°00 Ooo°O° 0°° °°O...On°...O.n 0..00 1 5—1/2 oo°O°°°° 00.00. ...n00 o°0000 LC# 1 2x12x12 °°qqq° °o°°q° LC# 2 2x12x18' °°° 00 Opo 0OG 000000 OO000O 00000G °,° , °°„ DRAWN BY: BAM 86 DATE: 9-21-00 CAMBER AT CENTERLINE 3/0// 9'0-7/16" 15'0-3/4" CHECKED BY: 1-3/4" DATE: 23'10-1/2" REVISED DATE: REVISED DATE: REVISED DATE: 48' S. C . TRUSS kREVISED DATE: SCALE: 1/2" = 1'-0" v1 0 NL tV V TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and 0 specifications of recognized engineering principles. Output data will be provided upon request. • • ° LUMBER SPECIFICATION (1997 NDS for Wood Construction): Q Lower Chord -- 1950f — 1.5E MSR Southern Pine —1 - Top Chord --- No. 1 K.D. — 19 Southern Pine Web Members -- No. 1 K.D. — 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): SCALE: AS NOTED ASTM A-446, Grade A 20 Go. and 18 Go. where noted, SHEET NO. galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. OF