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HomeMy WebLinkAbout30891-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31476 Date: 03/09/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 36225 MAIN RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 1 Lot 25.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 12, 2004 pursuant to which Building Permit No. 30891-Z dated JANUARY 11, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING WINERY BUILDING AS APPLIED FOR. The certificate is issued to BEDELL NORTH FORK LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0012 03/06/06 ELECTRICAL CERTIFICATE NO. 2078093 07/11/05 PLUMBERS CERTIFICATION DATED 11/26/05 PERFECTION PLUMB.&HEATING AuAorized Signature Rev. 1/81 crJU, ?3y- 5317 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 8 2005 TOWN HALL 765-1802 --_ 1 AIPPLICATION 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 I%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. 12. 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. i l/Z--)-t IV 1� New Construction: Old or Pre-existing Building:\v (check' on e) Location of Property:?Ip Z!i �0 G` �(� 1 �' ('64-7-Z a eZxt:� ] House No. Street Hanilet Owner or Owners of Property: ;�3 C-)/ E e (- t,- C c LIa' 5 Suffolk County Tax Map No 1000, Section 07 Block Lot 2 S. Subdivision Filed Map. Lot: Q�/ - _/ Permit No. 30 `0 ( Date of Permit. !/ J Applicant: �� �i,� c- Health r- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ //- 2 Ap icant Signature cO -F3 [ `176 0101 C� rJ�[� [r[n I JGnG1r�l�CJ C r� cPrJrJr rg0 r55 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 S CERTIFIES THAT Upon the application of upon premises owned by 5 P.O. BOX 15RICAL CONTR. EELL CELLAR 362D25 ROUTE 25S e5 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 S Located at 36225 ROUTE 25 CUTCHOGUE, NY 11935 5 Application Number: 2078093 Certificate Number: 2078093 Section: Block: Lot: Building Permit: BDC: ns11 c5 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: �5 First Floor, Outside, Porch/Deck, 5 el A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed raj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 7th November,2005. 5 5 Name QTY Rate Rating Circuit Type 5 5 5 Alarm and Emergency Equipment 5 Combo Exit and Emergency Light 2 0 S 5 Exit Light 1 0 55' L5'J Appliances and Accessories 5 rj Exhaust Fan 1 0 F.H.P. 5 5 Panels 5 5 1 200 21 5 5 z X55 8 5 Wiring and Devices 5 Outlet 76 0 Fixture C 5 Fixture 68 0 Incandescent �5 5 Fixture 8 0 High Intensity 5 5 5 Outlet 36 0 General Purpose 5 Receptacle 24 0 General Purpose 5 Switch 18 0 General Purpose seal 55�+ Dimmers 3 0 5 Receptacle 4 0 GFCI 5 Continued on Next Page 1 of 2 Li 55 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 0 0 L3rL3rr3J cnIM 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK, NY 10038 c5 C7 CERTIFIES THAT Upon the application of upon premises owned by C SG & S ELECTRICAL CONTR. BEDELL CELLARS 5 5 P.O. BOX 215 36225 ROUTE 25 5 e5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 36225 ROUTE 25 CUTCHOGUE, NY 119350 Application Number: 2078093 Certificate Number: 2078093 Section: Block: Lot: Building Permit: BDC: nsl1 5 Described as a Ccimmerc.al occupancy, wherein the premises electrical system consisting of 5 C electrical devices and wiring, described below, located in/on the premises at: 5 55 First Floor, Outside,Porch/Deck, 5 5 rj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Dj herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of rj 7th November,2005. 5 Name OTY Rate Raine Cir uit Tvoe 5 5 Multi Outlet System 12 0 ft Receptacle 9 0 30 amp Special/twist lock 5 Receptacle 2 0 60 amp Special/twist lock 'y Miscellaneous 5 Commercial Inspection Fee 5 5 5 S 5 55 5 5 seal 5 2 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 a TEL.765-1802 TOWN OF SOUTQOTA OFFICE OF BUILUMG INSPECTOR —� P.O. BOX 728 QF TOWN HALL Till SOUTHOLD,N.Y. 11971 L �.J T .. C E R T I F I C A T I O N r Date /v Building Permit No. 1j owns Ab 4 asge prx P Lumber UN-/ t7ir '+ /le,X,-, . please print) J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber's signature) Sworn to before me this ly�- -4��--day of G`� _--. _ J-- �aovti Notary Public Notary Public,- =- County MELAN E Y.BROWN N*1 P*4 810 d Nwr Yak Ns.40MU ftm&"Son Ow Ik MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 JERILYN B.WOODHOUSE so Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS '/' Town Hall Annex MARTIN H.SIDOR s/+ ae 54375 State Route 25 GEORGE D.SOLOMON �p� (cor. Main Rd. &Youngs Ave.) rJOSEPH L.TQAIN�— UI{';'h ` Southold, NY Telephone: 631765-1938 _ r „1 Fax: 631765-3136 6 LUUo PLANNING BOARD OFFICE T a TOWN OF SOUTHOLD T0�14iv January 19, 2006 Mr. Eugene Burger Burger Construction, Inc. PO Box 934 Cutchogue, NY 11935 Re: Proposed Site Inspection for Bedell Cellars Expansion Located at 36225 Main Road, Cutchogue SCTM#1000-97-1-25.1 Zone: AC Dear Mr. Burger: In reference to the above, the Planning Board held a work session on February 17, 2006 to review the Site Plan Issued Approval on October 5, 2004 and determined that the site plan requirements have been satisfied. This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, rG�V�G Jerilyn B. Woodhouse Southold Town Planning Chair CC:file, bd 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. 30891 Z Date JANUARY 11, 2005 Permission is hereby granted to: NORTH FORK LLC BEDELL 36225 MAIN ROAD CUTCHOGUE,NY 11935 for ADDITIONS/ALTERATIONS TO AN EXISTING WINERY BUILDING AS APPLIED FOR PER PLANNING AND SCHD APPROVALS at premises located at 36225 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0001 Lot No. 025 . 001 pursuant to application dated OCTOBER 12 , 2004 and approved by the Building Inspector to expire on JULY 11, 2006 . Fee $ 2 , 021 . 00 or cnature ORIGINAL Rev. 5/8/02 S A M U E L S & S T E E L M A N November 28, 2005 Building Department Town of Southold Main Road Southold, NY 11971 Re: Bedell Cellars Cutchogue, NY Building Permit# 30891-Z Dear Building Inspector, We have conferred with our Structural Engineer, Steven Maresca, P.C. who has designed the Covered Tasting Area Roof Structure to meet required hurricane wind loading as required by the NY State Building Code and he has informed us that metal connectors are not required at the jack rafters and valley connection. Sincerely, Samuels and Steelman Architects aF Nfwa ST Q NancyVeman, R.A. Cc: Burger Construction 7 .1 ARCHITECTS ,t 25235 MAIN ROAD _ CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N December 9, 2004 Damon Rallis, Building Permits Examiner Southold Town Hall 53095 Main Road Southold, NY 94070 Re: Bedell Cellars Building Permit Dear Damon, As per our meeting yesterday, I am writing to confirm that the existing wall separating the Tasting Room (Assembly - C5) and the Tank Room (Industrial - C3, winery) is a 3/4 hour partition as required by the previous Building Code. If we can answer any additional questions, please do not hesitate to call . Sincerely, Yant Steel n Architects Iman N, N� ST,; 4a z m 0179 / A ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631) 734-6407 � zoos _.� InL . LATHAM - SAND & GRAVEL., INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318•Evening(631)765-2382 November 29, 2005 Burger Construction Corp. P.O. Box 934 Cutchogue,NY 11935 Re: Bedell Cellars Winery Piliny, Certification Piling driven for deck and building foundation as follows: • All piling located by builder as per piling plan of Samuels & Steelman dated 9/24/04. • Piles used were 10"butt, 1.0# CCA-C treatment, 15ft minimum penetration. • All piles driven by drop hammer,hammer weight of 2500 lbs. Total drop 22 vertical feet in enclosed lead. All piles in excess of 10 ton minimum capacity. • Four piling driven under pedestal footings driven to 6"above bottom of footing elevation. One pile was slightly offset from plan due to existing abandoned cesspool. • Two piles located directly on top of existing precast structures were not driven. All piling were driven on May 31,June 1 &2,2005. Or NElml y �oy0•HOS OPf Respectfully submitted, * �e r John D. Hocker, P.E. X4 � % Vice President � JDH:mgl Marine Construction•Dredging•Precast Cesspools•Gravel 9 Fill a Topsoil•Excavating and Land Development S A M U E L S & S T E E L M A N Bedell Cellars BUILDING SUMMARY October 7, 2004 /OCCUPANCY CLASSIFICATION: Tasting Room: A-2 -Assembly Winery: F-2 - Low Hazard Factory Industri/ Offices B - Business Storage S-2 - Low Hazard Storage OCCUPANCY LOAD Public Assembly Areas -A-2 Existing Tasting Area: 68 occupants New Covered Tasting Area: 92 occupants (Net Floor Area: 1320/15) Total 160 occupants GENERAL BUILDING HEIGHT AND AREAS 303.3.2 Mixed Occupancies ( Non-separated Uses) ..................The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined shall apply to the entire building. Table 503 - Allowable Height and Building Area for A -2 (Assembly) Type V - A: 11,500 sf allowable B: 6,000 sf allowable 4peFire Separations between uses: none of construction Type V - B - Wood Frame (Combustible) - Allowable fire area - 6000 SF /ire Areas Fire Area #1 - Case Storage & Mechanical Room 3,631 SF Fire Area #2 - Tank Room, Bottling, Tasting Room 9,511 SF Offices, Toilet Rooms, Support Area, & Covered Tasting Area ARCHITECTS 25235 MAIN ROAD CUTCHOCUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Area Modifications 506.1 General - The Area limited by Table 503 shall be permitted to be increased due to frontage and automatic sprinkler system in accordance with the following. 506. 2 Frontage Increase - Every building shall adjoin or have access to a public way to receive an area increase for frontage. Where a building has more than 25% of it perimeter on a pubic way or open space having a minimum width of 20; the frontage increase shall be determined in accordance with the following: Equation 5-2: 1 = 100 (F/P-0.25) W/30 where: I = area increase due to frontage (percent) F = Building perimeter which fronts on a public way or open space having 20' open minimum width P = Perimeter of entire building W = Minimum width of public way or open space W < 1.0 I = 100 (360 /421 -0.25) 30/30 1 = 100 (855 - 0.25) 1 1 = 100 (.605) 1 1 = 60.5% Summary of Increase in Fire Area Area Increase due to frontage = 6000 sf x 60.5 % = 3630 sf Total allowable fire area = 6000 sf + 3630 sf= 9630 sf Fire Area #2 = 9511 sf< 9630 sf allowable G' 1%953-1 �rqf sou 30M Z ® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING (q FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE I �/ �S INSPECTOR ' ho�yOF SOOTyo� 71�o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION 40UNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPINGKFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY I7t3 ONE ARKS: DATE �/ - o -5- INSPECTOR 3 S Z_ 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /(jced 77e0�o DATE c� INSPECTOR 3077 / z 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIIIOON, REMARKS: DATE �� �� _ INSPECTOR /" 3 a ` z 765.1802 BUILDING DEPT. INSPECTION X1 FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /,dt F&� ' D 0 DATE r �� �� INSPECTOR 1 PLANNING BOARD MEMBERSo�OgpfFO(,�C® JERILYN B.WOODHOUSE _`� G.y P.O. Box 1179 ChairO .� Town Hall, 53095 State Route 25 N Z Southold, New York 11971-0959 RICHARD CAGGIANO 'Telephone (631) 765-1938 WILLIAM J. CREMERS KENNETH L.EDWARDS y�f�l �� Fax (631) 765-3136 MARTIN H.SIDOR �x PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 5, 2004 Ms. Nancy Steelman Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Amended Site Plan for Bedell Cellars Located on the n/s/o NYS Route 25, approximately 566' e/o Bridge Lane, a.k.a. 36225 Main Road, Cutchogue SCTM#(s)1000-85-2-10.2,10.3, and 97-1-25.1 Zoning District: A-C Dear Ms. Steelman: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 4, 2004: The final public hearing was closed. WHEREAS, the proposed site plan, to be known as Bedell Cellars Expansion 5/04, is for an expansion and addition of 4,602 sq. ft. to an existing winery on a 49.32 acre parcel in the A-C Zone; and WHEREAS, Bedell North Fork LLC is the owner of the property known and designated as 36225 Main Road, located on the n/s/o NYS Route 25, approximately 566' e/o Bridge Lane on NYS Route 25, a.k.a. 36225 Main Road in Cutchogue, SCTM(s)1000-85-10.2, 10.3, and 97-1- 25.1; and WHEREAS, on April 3, 2002, the Suffolk County Department of Health Services approved a Permit Number C10-01-0012; and WHEREAS, on June 7, 2004, a formal application for approval of this site plan was submitted; and WHEREAS, on June 15, 2004, the Architectural Review Committee reviewed and approved the site plan and the Planning Board has accepted the recommendation and condition; and WHEREAS, on September 13, 2004, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board established itself as lead agency, and as lead agency, made a determination of non-significance and granted a Negative Declaration; and Bedell Cellars Expansion — Page Two— 10/5/04 WHEREAS, on September 14, 2004, the New York State Department of Transportation reviewed the project under the case#04-243P and indicated that this does not require a Highway Work Permit and the Planning Board has accepted this recommendation for approval; and WHEREAS, on September 17, 2004, the Southold Town Engineer reviewed and approved the site plan and the Planning Board has accepted his recommendation for approval; and WHEREAS, on September 23, 2004, the Cutchogue Fire District indicated no fire well is needed and the Planning Board has accepted the recommendation for approval; and WHEREAS, on October 4, 2004, the Southold Town Building Inspector reviewed and certified the site plan; 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 grant final approval on the site plan prepared and certified by Nancy Steelman, Architect, dated May 21, 2004 and last revised June 24, 2004, and authorize the Chairperson to endorse the final site plans with the following condition and subject to a one year review from the date of the building permit: 1) All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. 2) Extend the split rail fence on the west side to NYS Route 25 from where the evergreen screening ends to the road. 3) Add additional landscape evergreens to the north on the west side of the parking lot up to the point where the property boundary turns west. 4) Install split rail fence on the southwest property line from the evergreen shrubs to the furthest west property line. Enclosed please find a copy of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. Woodhouse Chairperson encl. cc: Tax Assessors Building Department Town Engineer/Town Highway Supt. 1 OCCUPANCY OR APPR VED AS NOTED USE IS UNLAWFUL DATE: ' B.P,,e D%!la WITHOUT FEE: �� BY: O� OCCUPANCY NOTIl DEP NT AT 765.1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTOO. 1. FOUNDATION - TWO REQUIRED C�RTIF � NA16itvG � (Iff ,TIQM� FOR POURED CONCRETE h6Hui1 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST FIRE (�sPC7`C� BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIRE: SEF_ciE REQUIREMENTS OF THE CODES OF NEW OPENING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALS COMPLY WITH ALL CODES OF ;MEET Q nt, OF THE NEW YO@K STATE & TOWN CODES CADta yr i Ohn QTATE. AS REQ )PED AND CONDITIONS OF SpUNWT(WNZBA io is y SOUTHOLDTOYVNPLwaBOe SOUTHDIDT"TRUSTEES .q_ Vs.DEC RWDOD 7.0NT N � Qom', ,-3LY W ITH CHAPT R "46" 6t •:' ,)D DAMAGE 'PFVENTION SOUTHOLD TOWN BODE. FIELD INSPECTION REPORT DATE COMMENTS W ro FOUNDATION(IST) A �3 --------- -------------------- FOUNDATION(2ND) _- N z � wo o r - y ROUGH FRAMING& � PLUMBING w CQ INSULATION PER N.Y. y STATE ENERGY CODE ---------- PIN S LdL FINAL e ADDITIONAL COMMENTS b O Z 1 AQ •r o J � � b � o z d � O y i x 0 r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECK BUILDING DEPARTMENT Do you have or need the following,before applymgr TOWN HALL Board of Health SOUTHOLD,NY 11971 t . t` ,1 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �jr� -��• Survey www. northfork.net/Southold/ PERMIT NO. _ d 0 /�7"� l Check Septic Form N.Y.S.D.E.C. i Trustees Examined � / 20 Contact: Approved ,20� fiisil to': Disapproved a/c Phone: Expiration -'2 —NOCK actor 1 APPLICATION FOR BUILDING PERMIT C I 12 Date 20 INSTRUCTIONS a.This appligntipn ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 semotplans,accurate pl to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship tp{idjowag*wises or public streets or areas, and waterways. c. The work coveged by, this app�' ,ation m6y'not be commenced before iss $uilding ' 7git. d.Upon appi6ee'1 ot'this9lp.llcatidn;tligli lding Inspector will issue a Bwldgeimit to tha a�licant. 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 paft 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. APELICATION IS HEREB_ MAd_�Ey�pp tltgAWdiug Department for the of a Building Permit pursuant to the Building Zone'Oidituprce of the Tod bf��Id;�S County,New fork @tiqva,Ordinances or Regulations,for me-construction of bundh%clactmong, oratterations or for remova)or, be ays 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. *of applicant or name,if a corporation) �7 w - (Mailng addfoss of applicaral State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant 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. Location of land on which roposed work will be done: I1 (o22C7 I � CLiJt�YloQll�. House Number Street HamW County Tax Map No. 1000 Section rm Block Z Lot /a . 2 L /O.a Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of pTpses and intended use and occupancy of proposed construction: a. Existing use and occupancy W 1►710-9 b. Intended use and occupancy�� 3. Nature of work(check which applicable): New Building Addition__�<_Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost�lT000,, DGYJ 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front 1 Z7 Rear /Z 7' Depth //D ' Height 31' Number of Stories I Dimensions of same structure with alterations or additions: Front 1671 Rear /G T' Depth 110 ' ~" Height 31 , Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Frenb . 42 Rear Depth 10. Date of Purchase ?lobo Name of Former OwnernS 11. Zone or use district in which premises are situated AC � 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOS_ 13. Will lot be re-graded?YES_NO-,x—Will excess fill be removed from premises? YES_NO_A_ 14.Names of Owner of premises Address Phone No. 75117 - Name of Architect 129juk Ims►, Address Phone No 44645 Name of Contractor Address Phone No. 15 a. Is this property within 100 feyk of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLP XO'WN TRUggEs &'U.E.C. PERMITS MAY BE REQUIRED. b. Is this property?Uibin 300 feet of a)4&-wetland? * YES NOS * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16: tnv}L{e surdey,io`scde,with accurate oundation 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. STATE OF NEW YORK) S r COUNTY OF SJ , being duly sworn,deposes and says that(s)he is the applicant (Name individual signing contract)above named, (S)He is the �/�ijeJ (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 UN day of _20� NotayX Public rgnature of Applicant PATRICIA RICHARDS Notary public,State of No YoNf No. OIR16042467 Qualified in Suffolk County Commission Expires May 30, 20011}-gyp No Topic Section Req'd or Allowed Actual 19 Fire Protection Eq'p /1 Sprinkler Systems F-903 Extinguishing Systems F-904 Standpipe Systems F-905 Fire Extinguishers F-906 Fire Alarm Systems F-907 Smoke Detection F-907Tr/�'r/G Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-Tbl 907.10.1.2 Smoke Control F-909 Smoke Vents F-910 Fire Pumps F-913 Kitchen Hood Ext' ) F-609.8 20 Plumbing Code Fixture Count P-Tbl 403.1 f Water Suolaly Service PipeSize P-603 Fixture Pipe Size P-603.1 Pipe Material P-Tbl 604.5 Labor Law Art. 10-A NYS-904.6 Pipe Insulation Energy Code Lawn Irrigation P-608.16.5 Pipe Freezing P-305.6 Sanitary Drainaoe Drain Pipe Size P-Tb1709.1 Drain Pipe Material P-702 Vent Size P-Tbl 910.4 Pipe Hangers P-Tbl 308.5 Air Admittance Valves P-917 Page 5 of 8 No Topic Section Req'd or Allowed Actual 21 Mechanical Code Ventilation Rates M-Tbl 403.3 Propane Below Grade M-502.8.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Kitchen Make-Up Air M-508 Chimney Termination M-Tbl 511.2 Air Plenums M-602 Fire&Smoke Dampers M-607.5.1 Combustion Air M-701 Confined Spaces—Def. M-202 22 Fuel Gas Code Appliance Location FG-303 Combustion Air FG-304 Clearance to Combust. FG-Tbl 308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig. 503,5.4 Gas Vent Termination FG-Fig. 503.6.6 Exit Terminal Location FG-503:8 Clothes_Dryer Exhaust FG-613 Unvented Room Heater FG-620 i 23 'Energy,Code Chapter 7 (ASHRAE) E-701 Chapter 8 f- Building Envelope E-802 Mechanical System E-803 Service Water Heating :E-804 Lighting and Power E-805 Total-Building'Perf E-806 Page 6 of 8 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES NYS BUILDING CODE (B) Date: NYS FIRE CODE (F) Reviewer: NYS PLUMBING CODE (P) NYS MECHANICAL CODE (M) Building: NYS FUEL GAS CODE (FG) Location: t NYS ENERGY CODE (E) No Topic Section Req'd or Allowed Actual I 1 Occupancy B-302 - 2 Type of Construction B-Table 601 3 Height& Bldg Area 8-503 42. 6 �� SF Tabular Area B-Tabl 3 FZ - r3� 5�2 ' 3��'31' Stories allowed q e g Tabular Height ,(y/F2�TjO 9,s 4 4 Height Modifications B-504 Sprinkler W5 Tabular Height(feet) Tabular Height(story) Increase Allowed Total Height Allowed G K.— I 5 Area Modifications B-506 (See work sheet) Area Increase formula Eq 5-1 Frontage B-506.2 Eq 5-2 ' (P)perimeter of bldg (F)frontage of bldg (W)width, open space Sprinkler B-503.3 Single story 300% Multi story 200% Total Area Allowed q 3 v 1 I _ 1Ll Page 1 of 8 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/12/04 Receipt#: 11834 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 11834 Total Paid: $10.00 i Name: Samuels, &Steelman 25235 Main Rd Cutchogue, NY 11935 Clerk ID: BONNIED Intemal ID:101187 No Topic Section Req'd or Allowed Actual 6 Atriums B-404 Definition B-404.1.1 Sprinkler Protection B-404.3 Smoke Control B-404.4 1 /� Enclosure B-404.5 IAVI ,16.x\ Auto Fire Detection B-404.6 Interior Finish B-404.8 Travel Distance B-404.9 7 Distance Separation B-Thl 602 Exterior Wall Openings B-Thl 704.8 N'A N/ 8 fire Rated Const'n Q2DVCf~ 1 - S Incidental Use Areas B-Tbl 302.1.1 S Accessory Occupancy B-302.2 Mixed Occupancy B-Thl 302.3.3 i-A Q- Fire Walls B-705 Fire Barrier B-706 l Iv1rQ- Shaft Enclosure B-707 J Fire Partition B-708 l Smoke Barriers B-709 Opening Protectives B Tbl 714.2 FIre.Bkxcdng B-716 ✓ Draft'Stopping B-716.3 Interior Finishes B-Thl 803.4 9Interior Environment Min.Rm. Dimensions` B-1207.1 Min. Ceiling Height B-1207.2 OK-- Ventilation B-1202.1 Light B-1204.1 _ Page 2 of 8 No Topic Section Req'd or Allowed Actual 10 Exits-Occupant Load B Tbi 1003.2.2 bX' Off' ( 66 r One Exit Permitted B Tbl 1005.2.2 CD e 1 ts C04 ---- Egress Width B- 1003.2.3 p y, 012 (per occupant) Ceiling Height B- 1003.2.4 0x1 dK— Exit Signs B 1003.2.10 Cl J--:3 6-k"- Egress illumination B- 1003.2.11 b 11 Egress Components Doors Door Size B- 1003.3.1.1 Door Swing B- 1003.3.1.2 Ox— Locks/Latches B-1003.3.1.8 Panic Hardware B- 1003.3.1.9 0 yLi Stairs Width B-1003.3.3.1 j Headroom B-1003.3:3.2 / Tread/Riser B-1003.3:3.3 Vertical Rise B-1003.3.3.6 v/ ✓� Handrails B-1003.3:3.11 12 Exit Access Remoteness B-1004.2.2.1 Travel Distance B-1004.2:4 Corridors Fire Rating B-1004.3.2.1 Width B-1004.3.2.2 ✓ 0, Dead ends B-1004.3.2.3 13 Exterior Wall Coverings B-Tbl1405.2 1� Combustible Finishes B-Tbl 1406.2 14 Roof Assemblies Chapt 15 Material type(s) �/ ✓ Page 3 of 8 No Topic, Section Req'd or Allowed Actual 15 Structural Snow Load -Ground B Fig 1608.2 Snow Load- Roof ASCE 7-98 Drfftlng Snow B-1608:7 Ponding B-1608.3.5 Floor Loading B'Tbl 1607.1 Balcony Loading B-Tbl 1607.1 Flood Plain B-1603.1.6 lam' Wind Loading B-1609 Seismic Loading (calx.) B-1614 Foundation Depth 6-1805.2 16 Swimming Pools B-3109' 17 Electrical Exit Signs 6-1003.2.10 Emergency Lights 8-1003..11 Emergency Power B-10Q3.2.11.2 18 WC ACCESS Exempt Buildings B-1104.4 Padding, B-TbI11061 Route B-1104.1 Entrance B-1105.1 #of Sleeping Rooms B Thl-1107.6.1.1 #of-DwelNng Units B-1107.6.2 Toilet Facilities B-1109.2 Service Counters B-1109.12.3 Supplemental. Appendix E Requirements Page 4 of 8 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMchec%EZ Software Version 3.0 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\Bedell Phase 3.cck Section 1: Project Information Project Name: NEW WINERY ADDITION TO BEDELL CELLARS Designer/Contractor: SAMUELS AND STEELMAN ARCHITECTS Document Author: URAL TALGAT Notes: NEW ADDITION WILL TIE INTO EXISTING MECHANICAL EQUIPMENT Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 116 Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Type: New Construction Window/Wall Ratio: 0.06 Activity Tae(s) Floor Area Corridor,Restroom,Support Area 744 Corridor,Restroom, Support Area 122 Corridor,Restroom,Support Area 68 Industrial Work,<20 ft Ceiling Height 3868 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget omponentName/Descrintion A= R-Value R-Valueil_Faacctor IJ-Factor Exterior Wall 1: Wood Frame,Any Spacing 1026 19.0 0.0 0.068 0.090 Window 1: Wood Frame,Double Pane Clear, SHGC 0.46,PF 0.11 23 --- --- 0.490 0.598 Door 1: Solid 21 --- --- 0.230 0.142 Door 2: Solid 42 --- --- 0.230 0.142 Door 3: Overhead 100 --- --- 0.670 0.142 Roof 1:All-Wood Joist/Rafter/Truss 4680 0.0 30.0 0.032 0.059 Interior Wall 1: Wood Frame,Any Spacing 1252 19.0 0.0 0.066 0.142 Interior Wall 2:Wood Frame,Any Spacing 694 19.0 0.0 0.066 0.142 Exterior Wall 2: Wood Frame,Any Spacing 63 19.0 0.0 0.068 0.090 Door 4: Glass,Clear,SHGC 0.26,PF 1.00 42 --- --- 0.360 0.598 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 29%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,an rofessional judgment,such plans or specifics 'ons are in compliance with this Code. LOr.— + PJ O rin 'pal elope Designer-Name S' ature Datif Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename:C:\Program Files\Check\COMcheck-EZ\Bedell Phase 3.cck Section 1: Project Information Project Name: NEW WINERY ADDITION TO BEDELL CELLARS Designer/Contractor: SAMUELS AND STEELMAN ARCHITECTS Document Author: URAL TALGAT Notes: NEW ADDITION WILL TIE INTO EXISTING MECHANICAL EQUIPMENT Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Type(s) Floor Area Corridor,Restroom,Support Area 744 Corridor,Restroom,Support Area 122 Corridor,Restroom, Support Area 68 Industrial Work,<20 ft Ceiling Height 3868 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 6936 4850 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. L [ ] 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such qMns or sfications are in compliance with this Code. ALn�qti / O a Principal llghting Designer-Name Signator Dat Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2) (B x Cl Corridor,Restroom, Support Area 744 0.8 595 Corridor,Restroom,Support Area 122 0.8 98 Corridor,Restroom,Support Area 68 0.8 54 Industrial Work,<20 ft Ceiling Height 3868 1.6 6189 Total Allowed Watts= 6936 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture M Lamp Dgserintion/Wattage Per Lamp/Ballast Ejgiurg Fixtures Watt. fp x E) A-Tank Work Lights/Metal Halide 400W/Electronic 1 9 400 3600 B-Tank Ceiling Jelly Jar/Incandescent 60W 1 4 60 240 C-Tank Wall Jelly Jar/Other/Electronic 1 4 15 60 D-Suppo Pendant/Incandescent I00W 1 8 100 800 E-Stora Recessed/Incandescent 75W 1 2 75 150 Total Actual Watts= 4850 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 6936 Total Actual Watts= 4850 Project Compliance= 2086 Lighting PASSES: Design 30%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\Bedell Phase 3.cck Section 1: Project Information Project Name: NEW WINERY ADDITION TO BEDELL CELLARS Designer/Contractor: SAMUELS AND STEELMAN ARCHITECTS Document Author: URAL TALGAT Notes: NEW ADDITION WILL TIE INTO EXISTING MECHANICAL EQUIPMENT Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: l lb Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type&Descrimion 1 HVAC System 1: Heating:Hydronic or Steam Coil,Hot Water/Cooling: Hydronic Coil,Capacity>=90- <135 kBtu/h,Air-Cooled Condenser/Multiple-Zone 1 Plant 1: Heating:Hot Water Boiler,Capacity>=300-<600 kBtu/h,Gas/Cooling: Condensing Unit, Capacity x135 kBtu/h,Condenser Air-Cooled 1 Water Heating 1: Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Minimum one temperature control device per zone [ ] 2. Discharge dampers prohibited with fan motors>25 hp [ ] 3. Balancing and pressure test connections on all hydronic terminal devices [ ] 4. Integrated air economizer is included [ ] 5. Systems serving more than one zone must be VAV systems [ ] 6. Single-duct VAV terminals reduce primary air before reheating [ ] 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference [ ] 8. Fan equipped with mechanical variable-speed drive [ ] 9. Separate hot and cold water supply and returns [ ] 10. Multiple boilers must have automatic controls that sequence operation with load [ ] 11. Single boiler>500 kBtu/h input capacity must have a multistaged or modulating burner [ ] 12. Two-pipe changeover heating/cooling controls must have: a) 15 OF deadband where boiler and chiller can not operate, b)allow operation in either heating or cooling for at least 4 hrs. and c)prevent difference between heating and cooling set points greater than 30 OF Requirements Specific To:Plant 1 [ ] 1. Equipment minimum efficiency: Condensing Unit: 9.9 COP, 11.0 IPLV [ ] 2. Newly purchased heating equipment meets the efficiency requirements -used equipment must meet 80%Et @ maximum capacity [ ] 3. Systems with multiple boilers have automatic controls capable of sequencing boiler operation [ J 4. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating burner Requirements Specific To: Water Heating 1 [ ] 1. 1-in.pipe insulation on circulation systems [ ] 2. Automatic ontoff control required for circulating systems [ ] 3. Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg.F deadband -Exception: Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics -Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in. For pipes<=1.5 in,and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in. for pipes>1.5 in. Steam pipe insulation: 1.5 in. for pipes<=1.5 in.and 3 in. for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception:Fluid temperatures between 55 and 105 deg. F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 15. Hot water distribution systems>--600 kBtu/h must have one of the following: a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s) c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50% based on load-calculations required [ ] 16. Newly purchased service water heating equipment meets the efficiency requirements [ ] 17. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies [ ] 18. Three-pipe systems not used Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications ar compliance with this Code. v /a Principal I echanical Designer-Name /Signature Da e Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename:C:\Program Files\Check\COMcheck-EZ\Bedell Phase 3.cck The following list provides more detailed description of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To:HVAC System 1 1. Each zone of a multiple-zone system must have its own temperature control device. 2. Fans with motors>25 hp may not be equipped with discharge dampers. 3. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 4. An integrated air economizer is required for individual cooling systems over 90 kBm/h or 3,000 cfm in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 6. The specified multiple-zone system is equipped with single-duct VAV terminals.These terminals must be equipped with dampers,air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. 8. Fans over 25 hp on a variable-flow system must have mechanical variable-speed drives. 9. Fan system terminal units must have separate hot and cold water supply and return piping. 10. Multiple packaged boilers must have automatic controls capable of sequencing the operation of the boilers. 11. A single boiler with>500 kBtu/h input capacity must have a multistaged or modulating burner. 12. Two-pipe changeover heating/cooling controls must:a)allow a deadband between changeover from one mode (heating/cooling)to the other of at least 15 °F outside temperaturesb)allow operation in one mode(heating/cooling) for at least 4 hours before changing over to the other modec)allow heating and cooling supply temperatures at the changeover point to be no more than 30°F apart. Requirements Specific To:Plant 1 1. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency: Condensing Unit: 9.9 COP, 11.0 IPLV 2. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Used equipment must meet 80%Et @ maximum capacity. 3. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers. 4. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating burner. Requirements Specific To:Water Heating 1 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in.insulation having a conductivity no>0.28 Btuin/(hft2°F). 2. Circulating service hot water systems must have a time switch control that can automatically tum off the system during unoccupied hours. 3. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency: Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both hearing and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. -Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes<=1 1/2-in.nominal diameter 2 in. for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in. insulation for pipes>1 1/2-in,nominal diameter. Steam piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in. insulation for pipes>1 1/2-in.nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams, schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. Hot water distribution systems with total system capacities of 600 kBtu/h and greater must have controls that:a) automatically reset the hot water supply temperature,based on heating load,by at least 25%of the design supply-to-return water temperature difference orb) reduce pump flow by at least 50%of design flow rate by using- adjustable-speed drive(s)on pump(s)- multiple-stage pumps allowing at least 1/2 of the total pump horsepower to be automatically turned ofd control valves designed to modulate or step down and close as a function of load- other approved means(supporting documentation or calculations must be submitted). 16. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 17. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 18. Hydronic systems that use a common return system for both hot water and chilled water must not be used. 'EX-- NG�6RAVEL ROAD _ 1 �C TORM DRAIN / ( \5D/ heW Y �t EXI5TIN6 RMI&ATION z M L l t y Y ( EX / < F� t i Y r y r i y DRA IN W _ „ V) •,. ^ lu REMO�E EXISTING 5EPTIG " �iYST�ktt-9�ORM LEA IN6 14L5 (TYR) / T ,'tJh 57 ( ( bU >) CLAov:) O RELOGA 1 r ti SrORNt IN x157 f Wr451"E INATER NEW ANITARY 5Y5TEM >' SEPTIC, SYSTEM TE5T BOLE INERY SEPTIn LOCATION, E +' TE WATER ni - 10 ►t. 22,500 GALLON EL.+ 55FT • • - M1e AS BUILT EXISTING 'RAVEL ROAD ': ' EXIBTIN_G�C1N�Y`ARIz ARE 1 Rev. zltrlos Metes 8: Bounds % hM Sy S2� S g<g • • Ipg Rev. 2126106 / r \ 3 S h�0 \ Overall Site Plan 4425"A e or—mv o*EA�ENT RIGHT-59� �` 360.00' Te ry STORM GRAIN. LO .. •+.. • . •120GK .. EXISTI.N6 \ \ EXISTING GARLN exlsrING x 5" .. PARKING. AREA IIn"y� :i fir;% _ ,: • .. 2 \ NIS EXISTING I / .\ \ \ \ \ \ - STORM�RI41N, XX_� IRRIGATION I 1 "`WWW"' \ \ \ W O IL J �..... exlsr9ex Imo. O ZING;• . ` • ' :. .. !- .... . . • \ .. . .•' . . . .. \: ... ` . . :\ .. . .. *ted Q I=XISTING: :GRA I 1 g ti �. WAY cut ram �N d W Q F� Z LU ui EXI5TN6I ^wL`�iV l+;Y • . IS77N& 9 \ \ / I I Q �/�n• Iv- VINEYARD 0I , Z I . • �O I \ I �/ p �� V EXISTI 5ti fXISTIN --------- S . -----_ N14 I exn„w � r ss .jSHED- / exrl \ I M X14 Loc g7Fp . - - - - Ab UNITS' co Att 53' / \N AREA#1-SCTM# 1000-974.25.1 - 2.51 ACRES •b Z• �y, �r \ \ AREA#2 EVE OPE E TRIGHTS SOLD)1000-85-240.3 - CRES p //iAREA#3 SCTM# 1000-05.240.2 - 1.39 ACRES I to a' M 5 I� per N I •G W -j. ° z HI O \l3 ROD\ EXISTING �� rif!1 - ) 7 W• u w I \ 105' ��r7{ RcllARa �exisrims \ I . ® AREA # 2 4 , T5' \� \ OT V1. \ No W 4 { /Y•1 1 I k 2 W• ^ 5 P IO-I' As SUR _f us' --PR6�E55thl OR Aar WINERY WINE FIRO-CtWIN& INASTE WATER LIGMJIa LEbEL TANK ISLI I A6, BUILT O' '` , - :'. —LEftGHING OL �) SA ARY 5YSTE 2 ": ^' I o W N P .." ' •� „ •. . . .. . . / � �� � __..---._._,._._---- - - - -._.._. .__.__ a�•@a�.. ST,���O 5EPTI TANK \ k.'; j :ICES fur- 50� \ . x b !t IG TAW,\ \ I ~� EXI5TN6 TREES (lYP) 0) - IO !t I \ 2310 G sEPr \ \ I S \(3) b FT DIA. X 1$.5 FT017953- ftl A \ AREA # 1 1 F 0407 DRAWN BY: 260A0.00 60e741i:':'tci ',.•�:>'+�4a'�.i_.,� ..(r2nn A RJB 3541 4425"E IOO.Oo' _N541b44'25"W `s �PROPRTf LINA{ I I CHECKEDeY: NS Y WIRE FOR GRAPE' n 0 SITE DATA DATE: GU N/O/? SCTM #-- 1000.97-1-25.1 1000.85-2-10.3, 1000-85-2-10.2 k JANUARY 23 2006 axle' SCALE: JO ANNE P. BRAGONIER PROPERTY: 36225 MAIN ROAD �-� 5 V. = z0'-0" 4 LINDA M. PRICE ADDRESS CUTCHOGUE, NY. 11935 I SHEETTITL.E: OWNER: 36 25 MAIN ROAD RK LLC OVERALL CUTCHOGUE, NY. 11935 AS BUILT SURVEYOR: JOSEPH A. INGEGNO SITE PLAN �! SANITARY P.O. BOX 1931 SYSTEM NTS 2 RIVERHEAD, NY 11901 #° J LICENSE# 49668 r7Qf ® DATED DECEMBER 23, 1997 § ZONING: A-C w PARTIAL SITE PLAN SITE: 49.42 ACRES 12,152,735 SQ. FT. SHEET NO.: SCALE: 1" = 20'-0" AREA $ 1.33% ACTUAL 120% MAX.ALLOWABLE 8 AREA # 3 COVERAGE ' xaT F5 BRIDGE LANE 5IMP50N LSTA - 20 GAGE REVISIONS RIDGE STRAP ALL ROOF RAFTERS NOTES STRUCTURAL REVIEW BY STEVE MARESCA, PE DECEMBER 9, 2004 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY Ig46 FOR ^ALL OPENING PROTECTION OF120 MPH 5-SECOND WIND GUSTS PHONE 651 725 8480 IDE SHIELD UNDERLAYMENT ' ( MAXIMUM MEAN ROOF HEIGHT: 55) REOUIRED - 24^ FROM EDGE USE/OCCUPANCY CLASSIFICATION / DESIGN CRITERIA: ALTERNATE POSITION OF A-5 ASSEMBL`I HURRICANE CLIP - SHUTTER ASSEMBLY F-2 LOW HAZARD FACTORY INDUSTRIAL DE51GN IN ACCORDANCE WITH NEW YORK N.TS. STATE BLDG GODE SECTION 1600 FOR PANEL SPANS: O < 4'O WIDE SPAN 5IMPSON H25A HURRICANE PRESCRIPTIVE METHOD 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD GUF NAILED FROM HEIGHT RAFTER TO SND. - (OVERLAP AROUND OPENINGS 4") TYPICAL ALL RAFTERS 5 - Ir NAILS EACH END MAXIMUM AXIMUM GROUND SNOW LOAD - 45 P5F. ASSEMBLY: � � ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIR57 LEVEL - 100 P5F. L.L. APA RATED PLYWOOD To p ^CxD (w/ WASHERS) GALVINIZED OR STAINLESS STEEL TANK ROOM - 125 PSP. L.L. WOOD SCREW ® 6" O.G. EXTEND TO TOP OF TOP PROVIDE 9d COMMON PLATE NAILS R Pr O AREA DECKS - 100 PSP. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING EXTERIOR EDGE of ALL #10 TEE NUTS ATTACHED TO BLD(5. w/ #I0xl-li2 ( W/ WA51­ER5) 5HEATHING WIND SPEED - 120 MPH MACHINE BOLT 4 12" 0C TANK ROOM ADDITION: 1 ,567 SF SEISMIC DESIGN CATEGORY - B CRUSHING PAD: 4,124 SF WEATHERING - SEVERE Z OUTDECKS: 5,470 SF FROST LINE DEPTH - 36" O J TERMITE - MODERATE TO HEAVY TYPE OF CONSTRUCTION DECAY - 51_ BHT 0 J CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Q IMPORTANCE FACTOR I CONSTRUCTION - TYPE V-5 > L~� ULTIPLE SECTION ASSEMBLY W 1/4" THICK BOLTS 4 2' OG I -PLYw0oD5HEATHING GENERAL NOTES J TO OVER LAP BOX BEAM - TO . BOTTOM I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE COMERCIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE Z BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Lu DOUBLE TOP CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THI5 STRUCTURE HAS BEEN DESIGNED IN Q 2 . 6 ®16" O.C. PLATE 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 5TUD5 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE, Ld 3 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING) OF ALL W f LARCH STRUCTURAL GRADE #2 OR BETTER CHANGES PRIOR TO AND DURING GON5TRUCTION. x 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE Ep- WRAP . NAIL STRAP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS m SHUTTER ASSEMBLY AROUND 51LL PLATE — 4 - pd NAILS PARTITIONS, EXCEPT AS NOTED ON DRAWING V N.T 5 AT ANCHOR BOLI IT ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE FOR PANEL SPANS.4' OR WIDER SPAN 51MP50N M5T2"I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM I/2" WIDE - 20 GAGE FLOOR BEAMS. 5PAGING NOT TO EXCEED 8.0 FT A-525 5OLT5, 5/4" DIAMETER METAL STRAP 440. OC. 18 GONTRAGTOR SHALL OBTAIN ALL PERMITS AND 6 ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD NAIL SHEATHING TO SILL PLATE VERIFIED BY CON7RACTOR(5) PRIOR TO START OF (OVERLAP AROUND OPENINGS 4") ed NAILS ® 4" OC AND OWNER. 2x4 STRONG-BACKS � 24" Or, CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 11 DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY 2 - •5 REBAR 2 x 6 SILL PLATE BEARING CAPACITY OF TWO (2) TSF A,ND GRADE5 UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x5" (w/ WASHERS) GALVINIZED OR AGO TREATED. LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. SEE FOUNDATION DWG. ' _- 2/._ATT.4GHING'STRVGTi7RAC"'I�piNEC'""1-MBTEN TO'601LDING" W/ " - _ '- """ — " "-'--"- 'on - .va• > :�^ ne .-ae^ oc CONCRETE SLABS TO BE GOMPAGTEID TO q596 #10x3" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL \ rv/ FENDER WASHER RELATIVE DENSITY ep Z WOOD SCREW ei 16" O.0 l ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING W Q • :!v #10 TEE NUTS ATTACHED TO BLDG. w/ #10+.1-1/2 ( W/ WASHERS) HOLD DOWN + SHEAR CONNECTION SUPPORTED BY DOUBLE UPRIGHTS, 17.0 FT AND OVER MACHINE BOLT ® 12" O.0 CRITICAL LOAD PATH BY TRIPLE UPRIGHTS. ALL HEADERS TO BE a b MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �— SHALL COMPLY W/NYSBG CHAPTER #2304.q.6 e PROVIDE FIRESTOPPING AT ALL LEVEL w -' •"z3 PENETRATIONS WINDOWS - GLAZED OPENING w .��W 9 PROVIDE FLASHING AT ALL ROOF BREAKS, <M�" PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. /� �± �+ CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 2 w .ampa A5'M ACCORDANCE OFHA5TM 188�551LE TEST OF NAILING SCHEDULE AND DECK5 ETC CONTRACTOR MAY USE WOOD STRUCTURAL PANELS -X • H IN LIEU OF THE ABOVE MENTIONED WINDOWS TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FORE5T IG. DO NOT SCALE DRAWINGS. Uh PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH a PAPER ASSOCIATION c) to • m HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO 11 ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTSHEADER + SILL PLATE 51ZED FOR COMMON NAILS, CONTACT ARCHITECT FOR BOX NPL SIZES FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE _ LABEL LOCATIONS ON EACH PANEL. I THIS LOCAL ZONING, PROJECT, FEDERAL, STATE RAFTER/TOP PLATE 3-8d (TOE NAILED) AND LOCAL ZONING AND BUILDING GODS COMPLIANCE CEILING JC15T/TOP PLATE 3-8d (TOE NAILED) SHALL BE THE RESPONSIBILITY OF THE CEILING JOIST/PARALLEL RAFTER 3-I6d (FACE NAILED) CONTRACTOR. CEILING JOIST LAPS OVER PARTITION 3-16d (FACE NAILED) SE OF Hely COLLAR TIE/RAFTER 3-IOCI (FACE NAILED) y't' . STAO BLOGKIN6/RAFTER 3-5d (TOE NAILED) 'ii b F(y•my. RIM BOARD/RAFTER 2-I6d (END NAILED) TOP PLATE/TOP PLATE .2-166FRAMING NOTES(FACE NAILED) y TOP PLATE AT INTERSECTIONS -I6d 017953- (FACED NAILED I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WTIB WITH 8 d 4" STUD/STUD 2bd (PAGE NAILED) DOUGLAS FIR-LARCH STRUCTURAL GRAPE No. 2 OR 06 EXTERIOR ED6E5 AND 6 d ® 12" o c �FAED R HEADER/HEADER Ibd ®16" O.G. (PAGE NAILED) BETTER O TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) INTERMEDIATE I Ile BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) ALL SHEATHING TO BE APA RATED, EXPOSURE 15/8" O� n - MIN. THICKNESS OR AS NOTED II, ALL INTERIOR AND EXTERIOR FINISHES,ARFLASHING ECT JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT 0407 o BRIDGING/JOIST 2-8d (TOE NAILED) 3 o x to ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, BLOCKING/JOIST 3-8d (TOE NAILED) EXPOSURE I, 3/4" MIN THICKNESS ALL EDGES OF 12 ALL ROOF RAFTERS SHALL BE ATTACHED TP THE PLATE FIT BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND AND 57UD WITH GALVANIZED HURRICANE TYPE LEDGER STRIP 3-I6d (FACE NAILED) NAIL PLYWOOD 5U5FLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY, NS GABLE ROOFS JOIST ON LEDGER/BEAM 3-6d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE BAND JC15T/JOIST 3-16d (END NAILED) 4 ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED o �lo WITH DOUBLE UPRIGHTS, d'-O" AND OVER WITH 'LIPS AT ALL PERIMETER J015T TO GIRDER BAND JOIST/SILL or TOP PLATE 8d # (TOE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A GONNEGTIONS SEPTEMBER 24 2004 o PLYWOOD ROOF DECKING 8d �4" OC EDGES, @!" O G FIELD : MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. � STRIP SHEATHING 8d (ONE/RAFTER) 13 AL PRE-ENGINEERED LUMBER SHALL BE GEORGIA H PLYWOOD WALL SHEATHING 8d g4" O.G. EDGES, W' OG FIELD 5 SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PAGIFIG GPI SERIES WOOD-I-BEAMS AND LVL NOT TO SCALE PLYWOOD 5UBFLOOR DECKING 8d 46" O.G. EDGE5, ®11" O.C. FIELD AND FLOOR BEAMS AS PER NY.5. CODE OR AS NOTED PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND o o �d 8'-O" O.0 MIN PROVIDE 2" SPACE FOR AIR sHEET I x6 OR LESS TO JOIST 2-8d (PAGE NAILED) CIRCULATION IN ROOFS HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED GREATER THAN I5TJOIST 3-8d (PAGE NAILED) AS PER MANUFACTURERS REGI AT ALL WEB O 2" SUBFLOOR/JOIST 2-I6d (BLIND d FACE (LED) b DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND SOLE PLATE/JOIST or BLOCKING Ibd o 16" O.0 (FACE NiILED) stairs etc ) OR AS NOTED ON DRAWINGS BEARING POINTS AT A MINIMUM A SINGLE 1 3/4° STRUCTURAL GABLE ROCF5 STUD/SOLE PLATE 4-8d or 2-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTE=S & 0 0 IOq 0 , 45 , DOUBLE 5TU05 I6d at 24" O.G (FACE )AILED) T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL - lo OF < 0 iso DOUBLE TOP PLATES I6d © 16" O.0 or 8-16d FAGS NAILED) PARTITIONS OR AS NOTED ON DRAWING5 PERIMETERS. HANDLING, STORAGE, AND ERECTION COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE ad COMMON NAILS 4 0 (RIM JOIST/TOP PLATE 8d ®6" O.G. (TOE NAIL4D) 8 ALL FLUSH WOOD GONNEG7ION5 SHALL BE FASTENED RECOMMENDATIONS AT HIGH FRE55URE ZONE - 6" O.0 CONT HEADER/STUD 4-8d (TOE NAILED) HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP WITH RATED GALVANIZED METAL CONNECTORS BY O o II" DIAD BRACE/STUD or PLATE 2-8d (PAGE NAILED) "TECO" OR APPROVED EQUAL. 14 ALL MULTIPLE LVL PRODUCTS TO HAVE .2 ROWS OF I/2" DIA to . 0 :30 INS SHEATH/EA BEARING WALL 2-8d (FACE NAILED) GALVANIZED MACHINE BOLTS o 12" OC SHEETNO: WIDE THAN Ix8/EA BEAR WALL 3-8d (FACE NAILED) q NAILING 5GHEDULE SHALL BE AS PER THE N Y.5. PROVIDE 0d NAILS ® 4" oc AT PERIMETER INTERIOR BUILT-UP CORNER STUDS I66 o 24" OC. BUILDING CODE A5 A MINIMUM. ALL 2X6 STUDS 15 THI5 DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGH PRESSURE ZONES NOTE a = 4 FT N ALL CASES BUILT-UP GIRDER AND BEAM 20d 9 52" O G. (FACE NAILED TOP S BOT) SHALL RECEIVE 5-IOD NAILS AT SILL A,ND PLATE FACILITATE CONSTRUCTION AND SHALL NOT BE 2" PLANKS I6d (AT EA BEARING) ALL EXTERIOR NAILS SHALL BE GALVANIZED CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES ,JACK RAFTER/HIP 5-IOCI (TGE NAILED), 216d (FADE NAILED) OWNER (ROOF RAFTER/2x RIDGE 2-I6d (TOE NAILED), 216d (FACE NA,LED 15 (PANEL SIDING/FRAMING bd 0'2" or LESS), 8d (s/E) e m 0 SIMP50N LETA - 20 GA6E REVISIONS RIDGE STRAP - ALL ROOF RAFTERS STRUGTURAL REVIEW BY STEVE MARESGA, PE DECEMBER 9, 2004 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES 188-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11846 FOR WALL OPENING PROTECTION OF120 MPH 5-SECOND WIND GU575 ENT PHONE 65I -728 Ol480 ( MAXIMUM MEAN ROOF HEIGHT: 55 ) ICE SHIELD 24" FROM ED6 REQUIRED - 24" FROM EDGE USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: I� ALTERNATE POSITION of A-5 ASSEMBLY HURRICANE CLIP SHUTTER ASSEMBLY F-2 LOW HAZARD FACTORY INDUSTR L DESIGN IN ACCORDANCE WITH NEW YORK N 7.5. STATE BLDG CODE SECTION 1600 FOR PANEL SPANS: 0 < 4'O WIDE SPAN SIMPS IN H2 5A HURRICANE PRESCRIPTIVE METHOD 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD CLIP NAILED. FROM HEIGHT (OVERLAP AROUND OPENINGS 4") RAFTER rO SND. - TYPIGAL ALL RAFTERS u s - ad NAILS EACH END 35 -O MAXIMUM GROUND SNOW LOAD - 45 PSF. //�� ASSEMBLY: y FIR5T LEVEL - 100 P5F. L.L. � � ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ `I #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL APA RATED 0P OF D ro TANK ROOM - 125 P5F. L.L. WOOD SCREW ® 16" O.G EXTEND TO TOP OF TOP PROVIDE Ed COMMON PLATE. NAILS AREA DECKS - 100 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: EXTERIORIOR EDGDO OF of ALL - Q #Io TEE Nurs ArTAGHED TO BLDG. w/ #10xl-1/2 ( w/ wSHEArHIN6 WIND SPEED w 120 MPH MACHINE BOLT @ 12" O.G. ASHERs) � TANK ROOM ADDITION: ,a67 SF SEISMIC DESIGN CATEGORY - B Z CRUSHING PAD: 4,124 5F wEATHERIN& - 5EVERE Z OUTDOOR DECKS: 5,470 5F FRO57 LINE DEPTH - 36" O J TERMITE - MODERATE TO HEAVY ~ TYPE OF CONSTRUCTION DECAY - 5LI6H7 i J CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAfMENT REQUIRED - YE,S a W CONSTRUCTION - TYPE V-B IMPORTANCE FACTOR I } 7 ULTIPLE SECTION ASSEMBLYQ J I/4" THICK BOLT5 O 2' OG PLYWOOD 5HEATHIN6 GENERAL NOTES ✓ TO OVER LAP BOx J 1 BEAM - TOP . BOTTOM 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN I3 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ui ACCORDANCE WITH THE NEW YORK STATE GOMERGIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE zr BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. DOUBLE TOP CONSERVATION CODE, AND LOCAL AUTHORITIES. 14 TH15 STRUCTURE HAS BEEN DESIGNED IN Q r 6 X16° or PLATE 2 ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 9TUv5 MINIMUM 28 DAY 5TRENOTH OF 3000 PSI CONSERVATION CODE D 3 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15, ENGINEER TO BE NOTIFIED IN WRITING OF ALL a LARCH STRUCTURAL GRADE #2 OR BETTER GHANSES PRIOR TO AND DURING GON57RUGTION. W 2 SHUTTER ASSEMBLY 4 PROVIDE DOUBLE HEADERS AND TRIMMERS R ALL 6 EEeI&IN n A AND MECHANICAL COMPONENTS TO BE M FV- WRAP + NAIL STRAP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. W V AROUND SILL PLATE — 4 - bd NAILS PARTITIONS, EXCEPT A5 NOTED ON DRAWING 17 ALL STRUCTURAL 57EEL TO BE ASTM A36 WITH ONE N.T.S. AT ANCHOR BOLT FOR PANEL SPANS. 4' OR WIDER SPAN SIMPSON M5r27 5 BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT ALL FASTENERS TO BE ASTM 1 1/2' WIDE - 20 6A6E FLOOR BEAMS. SPACING NOT TO EXCEED 50 FT. A-325 BOLTS, 3/4" DIAMETER. METAL 5TRAF @45" oG IS CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6 ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECE55ARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") NAIL SHEATHING TO SILL PLATE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 5TRON6-BAGK5 o 24" OG 5d NAILS m 4' Oc CONSTRUCTION AND ORDERING OF MATERIALS THIS AND OWNER. ASSEMBLY > FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19 DO NOT BAGKFILL AGAINST FOUNDATION WALL5 2 - •5 REBAR 2 . 6 SILL PLArE BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 5 COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5 # 10x3" (w/ WA5TI GALVINIZED OR ACO TREATED LESS THAN 590, CONTRACTOR SHALL VERIFY THAT STAINLE55 STEEL WOOD SCREW ® 12" O.G. SEE FourlDAnoN Dw6 A THESE CONDITIONS ARE MET, ALL FILL BENEATH 2C PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL FOR DESIGN. 5/6' . I2" A e 045" OC, CONCRETE SLABS TO BE COMPACTED TO 95% 2). ATTACHING STRUGTURAL PANEL FASTEN TO BUILDING w/ w/ FENDER NA5HER. eb #10x3" (Al WASHERS) GALVANIZED OR 5TAINLE55 STEEL RELATIVE DENSITY Z • c WOOD SCREW ® I6" O.G M 4p4++ ALTERNATIVE FASTENFR FOR SHUTTER TO BUILDING 7 ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE #10 TEE NUTS ATTACHED TO BLDG. wi #IONI-I/2 ( W,' WA51HERV HOLD DOWN + SHEAR CONNECTION SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER Y^ MACHINE BOLT ® 12" O.C. CRITICAL LOAD PATH BY TRIPLE UPRIGHTS. ALL HEADERS TO BE J • Qom"'+ MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. J20!" SHALL COMPLY W/NY5BC CHAPTER #2304.6.6 W -i , � WINDOWS - GLAZED OPENING 6. PROVIDE FIRESTOPPING AT ALL LEVEL3w L PENETRATIONS =2 Z 7 W •q mj PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. 9 PROVIDE FLASHING AT ALL ROOF BREAKS, aIn IN ACCORDANCE WITH LARGE MISSILE TEST OF NAILING SCHEDULE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS W • r =up ASTM E 1996 AND OF ASTM 1886 AND DECKS ETG a. Q CONTRACTOR MAY USE WOOD STRUCTURAL PANELS ~ IN LIEU OF THE ABOVE MENTIONED WINDOWS TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 10. DO NOT SCALE DRAWINGS. • o e PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH e PAPER A550CIATION HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE ALIGN WITH WINDOW JACK P05T5 , HEADER + SILL PLATE. SIZED FOR COMMON NAILS, CONTACT ARCHITECT FOR BOX NAIL SIZES FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE LABEL LOCATION5 ON EACH PANEL AND UGTION PROJECT FEDERAL, STATE RAFTER/TOP PLATE 3-8d (TOE NAILED) AND LOOCALCAL ZZONING AND BUILDING CODE COMPLIANCE r CEILING J0157/70P PLATE 3-8d (TOE NAILED) SHALL BE THE RESPONSIBILITY OF THE CEILING J0I57/PARALLEL RAFTER 3-16d (FACE NAILED) CONTRACTOR. CEILING JO15T LAPS OVER PARTITION 3-I6d (FACE NAILED) �EOF N,r� COLLAR TIE/RAFTER 5-I0d (FACE NAILED) qt' . 3T,r /p BLOCKING/RAFTER 3-8d (TOE NAILED) RIM BOARD/RAFTER 2-I6d (END NAILED) TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) FRAMING NOTES f' Z TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) �c 17953-1 570D/57UD 2-I6d (FACE NAILED) I ALL FRAMING LUMBER SHALL BE GRADE STAMPED IO PLYWOOD SHEATHING TO BE NAILED WITH tS d c 4" HEADER/HEADER Ibd olb" OG. (PAGE NAILED) DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0.6 EXTERIOR EDGES AND 6 d 0 12" o c fD BETTER. ° TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) INTERMEDIATE BOTTOM PLATE/FLOOR JOIST 2-I66 (PAGE NAILED) - ALL 5HEATHIN6 TO BE APA RATED EXPOSURE 1 5,/8II ALL INTERIOR AND EXTERIOR FINISHES, FLASHING" R EC N n J0I5T/SILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) MIN THICKNESS OR A5 NOTED AND WATERPROOFING SHALL BE BY ARCHITECT 0407 BRIDGING/JOIST 2-8d (TOE NAILED) 3 ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR BLOCKING/JOIST 3-5d (TOE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE LEDGER STRIP 3-I6d (FACE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. GONNEGTOR , BY "TECO" OR APPROVED ECUAL. FOR CHECKED BY NS GABLE ROOFS JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE BAND JC15T/JOI57 3-I6d (END NAILED) 4. ALL HEADERS 6'-C" AND OVER SHALL BE 5UPPOR7ED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILEDWITH DOUBLE UPR16HT5, 9'-O' AND OVER WITH ,) GONNEGTIONS. PLYWOOD ROOF DECKING bd g4" O.G. EDGES, O6" O.G FIELD TRIPLE UPRIGHTS ALL HEADERS SHALL BE A SEPTEMBER 24, 2004 ° STRIP SHEATHING 80 (ONE/RAFTER) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING, 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA N PLYWOOD WALL SHEATHING Hd @4" O.0 EDGE5, 06" OG FIELD 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAM5 AND LVL NOT TO SCALE PLYWOOD 5U5FLOOR DECKING 8d 06" O.G. ED6E5, @12" O.G. FIELD AND FLOOR BEAMS AS PER NY.5 CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEETTITLE 0 0 o &-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR io . o X45 1x6 OR LE55 TO JOIST 2-8d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED G ° REATER THAN 1x6/JOIST 3-8CIRCULATION IN ROOFS. d (FACE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB 2" SUBFLOOR/JOIST 2-I6d (BLIND 6 PAGE NAILED) 6 DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL SOLE PLATE/JOIST or BLOCKING 1&0 @ 16" O.G. (FACE NAILED) ztolrs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS STUD/SOLE PLATE 4-&d or 2-I6d (TOE NAILED) LVL RIM J015T SHALL BE REQUIRED AT FLOOR NOTES & o O 1o° o <_45 ° DOUBLE STUDS Ibd Ot 24" O.G. (PAGE NAILED) 7 DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETER5. HANDLING, STORAGE, AND ERECTION OF Io < o xso DOUBLE TOP PLATES I6d 4 16" Or— or 5-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE ad COMMON NAILS 4 4' OG RIM J015T/TOP PLATE Bd ®6" O.G. (TOE NAILED) 6. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRE55URE ZONE - 6" D.C. CONT HEADER/STUD 4-8d (TOE NAILED) HIP IYOOFS AT INTERIOR PORTIONS OF ROOF - TYP WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL ROWS PRODUCTS TO HAVE 2 OF 1/2" DIA to � 0 0 1" DIA6 BRAGS/SND or PLATE 2 (PAGE NAILED) "TECO" OR APPROVED EOUAo �Bo 1,5 SHEATH/EA BEARING WALL 2-8d-8d (PAGE NAILED) L GALVANIZED MACHINE BOLTS 0 12" O.G.. SHEET NO WIDE '-HAN l,b/EA BEAR WALL 3-Sd (FACE NAILED) 9 NAILING SCHEDULE SHALL BE AS PER THE KY 5 PROVIDE 5d NAILS s 4" 0C AT PERIMETER INTERIOR r, _T-UP CORNER STUDS I6d ns 24" O.G. BUILDING CODE AS A MINIMUM ALL 2X6 STUDS IS THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS of PANELS IN IU5 PRESSURE ZONES FACILITATE CONSTRUCTION AND SHALL NOT BE 15 NOTE a = a FT. IN ALL GASES .a . T 'JP GIA: CR 4ND BEAM 200 is 32" O.G. (FACE NAILED TOP S BOT) SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE COMPONENT AND CLADDING PRESSURE ZONES , .,,., i6d SAT EA BEARING) ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ,A , 4AF-'CR - F 3-I0d (TOE NAILED), 2-I6d (FACE NAILED) OWNER. a -JF ti Ar r' 2x R LGE 2-16d (TOE NAILED), 2-16d (FACE NAILED) VE: -R Ati' N.v bd 1Y" or LE55), Sd (5/6") a 0 rn 0 N I I IT J.,1� 11 ffr0', 1 ITT-' n, SCTM ,R6 AV Mp'i PROPERTY: 36226 MAIN ROAD ADDRESS CUTCHOGUE, NY. 11935 OWNER: MICHAEL LYNNE 36225 MAIN ROAD �OOinOLD CUTCHOGUENY. 111935, ------ It- - - - - - - - - - - - - - - SURVEYOR: JOSEPH A. INGEGNO(LINE or- 1�)FVELOfiEMENT F65PT 5OL:�) TOWN OF P.O. BOX 1931 R ERH AD, NY 11901 r LICENSE NS 0# 49661 ow Z;", IN co * ExisT. ICE E MAY 13 TORM DRAIN DATED DECEMBER 23, 1997 ZONING: A-C ? SITE: 49.42 ACRES 2,152,735 S( . AREA southoldTown ,gL, -- - --' ' �\ A M l p�ApSr', EXISTI N6 GARDEN EXISTING uQl It LOT: 1.33% ACTUAL 1 20% MAX. ALLOWABLE plan rd COVERAGE ;0 ; THE LOCATIONS OF WELLS AND % NOTES: "VY,TO CESSPOOLS SHOWN HEREON ARE r FROM FIELD OBSERVATIONS AND OR rn-EX15TINO DATA OBTAINED FROM OTHERS. =I UMM, N lu 1W N M, z LL PARKING' 0 CALCULATIONS .....17 WLIME 14,(3 RESIDENCE: 2 PER RESIDENCE 2.00 SPACES to WINERY: ->(15t1N' C7 . iSRASEL I OFFICES: 595 SF. @ I PER 100 SF. 5.95 SPACES LU TASTING ROOM: 3,212 SF. @ I PER 200 SF. 16.06 SPACES 0-1 Z. Nor TANK ROOM: 4,598 SF; @ I PER 500 SF. SA9 SPACES EXIST. reN F < BASEMENT STORAGE: 1,246 SF. I PER 1000 SF. 1.24 SPACES LU 4 CASE STORAGE: 3,200 SF. 1 PER 1,000 sr 3.20-SPACES BARREL ROOM: 7,362 SF. (IR I PER 1,000 SF. 7.36 SPACES SUBTOTAL: 43.00 SPACES- VT EXISTI PARKING SPACES REQUIRED: 45 SPACES TOTAL 33SPACES TOTAL EXISTING PARKING SPACES: It 12SPACES TOTAL PROPOSED PARKING : 453PACES z TOTAL PARKING SPACES PROVIDED: TRUCK PARKING AND LOADING: LAWN LOADING BERTHS: 1' PROVIDED If 1 REQUIRED 11 r° Rl W, T, % • DRAINAGE CALCULA IQNS 7' IN ---1---- STING ROOF AREA OF ADDITIONS ----------- DRYWELL AREA X RAINFALL X RUNOFFFACTOR "A" 3,073 SF. X (2112 FT.) X 1.0 512.0 CU. FT. (DW) -----M USE: (1) 8'-0" DIAMETER POOLS -7 NU I- 8'-01' X 7-9" SOLID DOME 54.2 CU. FT. z U)I-V ------ 1- 8'-0" X 4'-0" SOLID WALL RING a 168.9 CU. FT. 1. 8'-0 X 4'-0" SOLID WALL RING = 168.9 CU. FT. - -kn 1. 8'-0 X 4'41 STORM DRAIN RING = 168.9 CU. PIT. 560.9 CU. FT. 7 I PRGVInFn ------- REQUIRED 560.9 CU. FT. > 512.0 CU, FT. EXIST FOUI DRY WELL AREA X RAINFALL X RUNOFF I FACTOR if sit, Ftp' r (DW) "a 3,675 SF., X (2/12 FT.) x 1.0 - 612,0 CU. FT. IT /N gyral ' USE: (1) 8'-0" DIAMETER POOLS V VRM PRAIN5 4ad z ZXIST 1. 10'-01, X X-81' SOLID DOME 108,7 CU. FT. 73- 1 L1 ttACF1446 MOOLS, MYR; ICSH ' H 1- 10'.0" X 4'-0" SOLID WALL RING 273.7 CU, FT, T. YION 1. 10'-0" X 4'-0" STORM DRAIN RING 273.7 CU, F 71ANk 656.1 CU. FT. ja I FT HIGH L FT DIA LU J. zXISTIN 0 REQUIRED II Exls 7 EACH11 PROVIDED IS ORCHA zXIS 656.1 CU. FT. > 612.0 CU. FT. UNID, -6 STING AT DRY WELL AREA X RAINFALL X RUNOFF FACTOR a W.,FRANSF. --"'TER 4 I (DWI "C ' 2,713.4 SF. X (2/12 FT.) X 1.0 = 452.23 CU. FT. 81 IN b' HI ED ENC GH L LAAN L,OCA7V I ESO zX157ING USE: (1) 8'-0" DIAMETER POOL R . STORM ST W Ppb -VIRGRCEN 1. 8--0-- 9 -.0" STORM DRAIN RING - N 1. 8'-0" X 2%9" SOLID DOME a 642 CU. FT. • VAULT f4 168.9 CU. F 223.1 CU. FT. LAIIIN w PROVIDED REQUIRED ft 2231 CU. FT. > 186.0 CU. FT. IR 19 TERRACE I CRUSH PAD T�a, f S -M IJ� Nr=j' jjPjTARY 5*105TE *R DRY WELL AREA X RAINFALL X RUNOFF FACTOR EXISTING TREES (rrp.) 5y 57t TM _5TEM IDW) "D 2,713.4 SF. X (2112 FTI) X 1.0 452.23 CU. FT. L TION\ 10 ft. 0 21500 GALLON E- . 55FT USE: (1) 10%0" DIAMETER POOL EXIST. TREES, IN SEPTIC TANK V 0 1. 10'-0" X T-8" SOLID DOME 108.7 CU. FT. "?CD ARC NEW BELGIAN 0 I dr, PROPOSED PARKING 5LOCK CURBING 1. 10'-0" X 3'-0" SOLID WALL RING 205.3 CU. FT, (L617 04 X8 IIS FT DEEP AREA 70 BE PROPOSED EVERGREEN 1. 10'-0" X T-0�1 STORM DRAIN RING 342.1 CU. FT. �4 It rT �4;11' i06OL9 (Lim) RELOCA17ED TIP 11N. - EXPANSIONSCREEN 656.1 CU. Fr. 01 E NO: (2) b FT. VIA. X 12.5 FT DEEP FOUND PROVIDED REQUIRED 20070 r :260.0 656.1 CU. FT. > 452,23 CU. FT. DRAM BY: 54444'25I-A pRoPERTr LlNE R TO NEW PARKING AREAS CHECKED Or GUY WIRE FOR SRAP155 0 EMPLOYEE NS STORM DRAIN AREA X RAINFALL X RUNOFF FACTOR DATE: ry (313) "E' 2,771.43 SF. X (2/12 FT.) X 0.9 415.71 CU. FT. 10131/ 01 SCALE: 7 x0 J NORNALAPPR AL USE: (1) 8'-0'* DIAMETER POOL STORM DRAIN (Sn) 20'.0 VALBY"Al USMATERIAUS "M mrk-1- 11- 8'.0" X 2'-9" SOLID SOME 54.2 CU. FT. $MEET TITLE: N/O/F 1. 8'-0" X 4% --6" SOLID WALL RING 190.1 CU. FT. JO ANNE F. BRA60NIER RVICES 1- 8-4- X 4'-6" STORM DRAIN RING 190.1 CU. T. TMENT OF HEALTH SE 434.4 CU. FT. LINI:)A M. PRICE SUFIOUkCOU"l DEPAR CONSTRUCTION ONLY PARTIAL APPROVED FOR CONS .9 ivi 00j; 0q11 PROVIDED REQUIRED FLOW SITE H.S.RERNO- 434.4 CU. FT. > 415.71 CU. FT. ASD/rrO^I *PLAN TYPE PUBLIC his approval is granted for the construction at the sanitary T supply tacilifies pursuant to Articles VB and STORM DRAIN AREA X RAINFALL X RUNOFF FACTOR h p County sanitary Code disposal and wale' end is not an expressed (SD) 'IF" 3,109.4 SF. X (2/12 FT.) X 0.9 =466.41 CU, FT. C i 7 of the Suite" occupy the ".'K, nor implied approval to discharge lromEorPlFlES THREE (3) SHEET INVO , PARTIAL SITE PLAN strudhire(s) shown. THIS APPROVAL USE: (1) 10'-D" DIAMETER POOL. STORM DRAIN (SO) "E" SCALE: 1 20'-0- YEARS FROM THE DATE BELOW. P 1. 10'-0" X 3'-8" SOLID DOME 108.7 CU. FT, APR 0 3 200;���� EXIS71NO 1- 10'-0" X X-V SOLID WALL RING 205.3 CU. FT. -`NIGNATURE DATE 1- 10'-0" X Y-O" STORM DRAIN RING = 205.3 CU. FT. 519.3 CU. FT. REQUIRED PROVIDED W41L�,-,�fj�,, 519.3 CU, FT. 4M.41 CU,. FT, 'Y'Nf L I P BRIDGE LANE ++ , . �- qGa � _ r _ -, , C- , � +Y-kP,-'gym`'-?• m�„,'g,.!' ?mm� .,.+,, , q.�„ .'.- 'r'`.f.1.rI IT.i,,.rRaC+G•! ' "{� x 44" �.. e, ,J.-YT 4 ids.r.„.'yp,�»'l.e,T.l.'°,r'.,,hfi4; 'I=!q,''!-, 'm.,":r7r-!(,c^'Im .'„,nzS¢'+-....+.:., i '_�„.,{-I`�r..;•,cs_„n.„_ ,.1_�•1 lTry, w 1 " pfJ 41 1 I 4 7� 0 I ----------------------------------------------------- N/O/F HILL AOJIMINEZ i JOSEPH REILLT' r ' I I _ r r aft W-fli T PIT I 'All ,. �-- - - - --- --- -- - --_---- - --- it _ -- 0, Noi V 1 r _ _ I �j AREA # 2 = -{ ! I - ---T \ II I - - T: j - - - - -- - -- - - - = --- - - - - .. - - - 1 - - � AREA # 3 _ / r WELLTIN6 r'�LLLLLL O ANNE: F. BRA60NIER V ,LINDA M. PRICE roam ratio Farm ..-•-. ._,-..- -"'--___________..�,.,...� oFO1aN%won. ANG.MON BRIG6E LANE Mak fi A,• ! can.won. coNc roti. ---- na .w uaas, �.w MI •w woN 'Y(�� ,Torn Fan, WO/F w0/F I R WR w¢ FEnC! Q t 7¢ WOE 6eAR6E E. CINDER I �I 4 R/�� McWi "'EO L s . c"i+nisnt%�Nol•I�n PnrRlaiFrIER A A TER s louse UNDER WO/F �\ \ AC//' r-°tD Lo,Q mO L re �� �� �� GHARLEELPINIS GARTSEKI E055 \ . nt/y ' euorvrcN riFcr, -- ---'- "mNoawjq�. FOR ADDITIONAL INFORMATION KEYI MAP '5EE SHEET, NO. SCALE: 1" = 100,-0.. AREA # 1- SCTM# 1000-97-1-25.1 = 2.61 ACRES SANITARY CALCULATIONS - AREA1HYDROLOGIC ZONE: ' 1V.600 GPD/ACRE' J 'f• _ AREA # 2 -SCTM# 1000-85.2.10.3 = 42.34 ACRES (DEVELOPEMENT RIGHTS SOLD) AREA # 3 -SCTM# 1000-85-2-10.2 = 4.39 ACRES ALLOWABLE SEWAGE FLOW: BDO GPD X 2.61 = 1,58SGP0 UJI Q I? SEWAGE DESIGN FLOW W 1. EXISTING RESIDENCE 300.0' GPD 8 8 i La RADE IF DI IRON FRAME AND "RV TO BUILDING AREAS 2. WINERY EXISTING 8: PROPOSED 1,013.14 GPD eRADe IF DIsmlEunoN DR DesERVAnaN TT�_JSDESIGN FLOW! 1.313.14 GPU a F•• b ' POdL FINISH®GRADE EXISTING RESIDENCE: 1-624 S.F- TOTAL AREA "1 SEWAGE � ' y _ PRECAST r 17YERae° EXIST. VINEYARD BUILDING: B 100 S.F. WINERY SEWAGE FLOW CALCULATIONS, IQC�'C• C.ObbTEfpyC U,5En 20° 't r 12' MIN. WINERY: FIRST FLOOR: \ �NOr�Elaou�ser r�eRADe __ , � EXISTING: 8,556 S.F. OFFICES,(Q.06GPD/SF) 35.70 GPD PROPOSED: 0.06 GPD X 595 SF = 35.70 GPD / FIRST FLOOR: 4,478 S.F. NLET BASEMENT: 7,179 S.F. SALES I TASTING ROOM (0.10 GPD/SF) 321,2 GPD O O / nlN s nIA 0.10 GPD X 3412 SF = 321.2 GPD 1E OF Nfh GI.AE9]�00 PIPE PIreHEn MIN. le' oleDP T yIs 'Ap ve• n' nF 016T.FWQ an.INE TEST HOLE BYMcDONALD FERMENTATION (0.04 GPD/SF) 183.92 GPD \ / as CLAW BIVALENT GEOSCIENCE 0.04 GPD X 4,598 SF = 183.92 GPD \ / Fe PITCH® \ ® � 0 MIN. IM'n' TEST HOLE DATA 716/2001 GRADE ELEVATION +55 FT. STORAGE (0.04 GPD/SF) 128.00 GPD ED A Gay, X ® E ® 0.5FT BROWN SANDY LOAM OL 0.04 GPD X 3,200 SF = 128.00 GPD LL 2 FT. BROWN LOAMY SAND SM BASTORAGE SEMENT- 19 Toy (0.04 GPD/SF) 335.88 GPD IIIM coma I- LJ ® bl ryWN BY' 0.04 GPD X 8,397 SF = 335.88 GPD r No MAL APPROVAL MECHANICAL (0.04 GPD/SF) 8.44 GPD RJR - APPROVAL BY HAZARDOUS MATERIALS IALS 0.04 GPD X 211 SF =8.44 GPD HECKED BY` PALE BROWN FINE TO p 17 FT. COURSE SAND SW TOTAL SEWAGE DESIGN LOW Eno WINERY• F 1.013.14 GPD INLET_ - fV yp Ar SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DATE: , 6 6 COMMENTS: NO WATER ENCOUNTERED APPROVED FORCONSTRUCfIONONLY rlx a•wAo -" oo �q p - ourLEr p _ of - ooi� 1, q/'� ��U SANITARY SYSTEM REQUIREMENTS Eno WruepY nre n?chn I{+x. L H.S. RERNO. C1 FLOW TOTAL SEWAGE DESIGN FLOW= 1 013.14 GPD 8CAL FLOW F"'ivsntiml"' °'OO -�' MIN.- NO SCALE w/NEy' ,4�D/T�o,� ' •, _ '• '� - LINE 'rt, - TYPE SEPTIC TANK: 1,013.14 GPD,X,;t DAY$=2 025.28 GPD BUILDING WALL $HEETTITLE7 ''.h!a approval !a granted for the construction of tho sanitary (1) 10 FT DIAMETER 'X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON - b' DIA GRADE LINE ELEVATION * 56.6 FT. _sposal and water supply facilities pursuant to Addles VB and LEACHING POOL AREA REOLIIRED FOR SEWAGE SYSTEM, O MIN. 2' MAX. 7 of the Su lo!!e County Sanitary Code and is not an expressed 1,013.14GPD / 1.5 SF/GPD =675.33 SF. nor implied approval to discharge from or occupy the 3 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS =901.8 SF. SITE /4"/FT. structurals) shown. THIS APPROVAL EXPIRES THREE (3) ( ) YEARS FROM THE DATE BELOW. _ , . PLAN SEPTIC APR 0 3 2 072 2 FTMIN. ABOVE SRCUNDw TER T,.ANK LEAGH,NC7 DATE SIGNATURE ' BACKFILL MATERIAL TO eE IE. +55.9' IE. +53.q' POOL" CLEAN SAND, AND 9RAVel- WASTE WATER P"RC)CES ING FOR WINTRY $HEST NO:,, IO -O e' MIN. PENETRATION E. +54.40' E. +55,75' 1 XERMENTATION -WASHDOWN OF'TANK$ S00'GPD SEPT6C TANK IN VERSIN STRATA 409 GPD OF SAND AND &RAVEL 2.CRUSHING OF GRAPES " TOTAL PRO 400'GPD -'� LaA'- Mor ro SCALE) 72 ft. I'7 ft. NEYA TYPICAL LEACHING POOL DETAILLEACHING POOL AREA REQUIRED FOR WASTE WATER'PIROCESSING: SEPTIC PROFILE = sooGPD / 1s = 6oasF N.T.S. PROVIDE (2) 8 FT DIAMETER X 12"F I HEIGHT'LEACHING POOLS = 0001SF „ (N.T.S.) PROVIDE SETTLEMENT TANK(SIMILAR TOGREASE TRAP) FOR. WASTE WATER TREATMENTt USE 8 FT DIAMETER X 5 Pr,LIQUID DEPTH. „ i 51 MP50N L5TA - 20 GAGE V � R^ RIDGE STRAP - ALL ROOF RAFTERS REVISIONS WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES STRUCTURAL REVIEW BY STEVE MARESGA, PE DECEMBER 9, 2004 FOR WALL OPENING PROTECTION OF120 MPH 5-SECOND WIND GUSTS FHONE WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY q46 ( MAXIMUM MEAN ROOF HEIGHT: 351) — ICE SHIEP - 24" FROM E r,T PHONE 631 728 61480 REQUIRED - 24" FROM EDGE USE/OCCUPANCY ALTERCLASSIFICATION HURRICANE ATE POSITION QP DESIGN CRITERIA: HURRICANE CLIP A-5 ASSEMBLY SHUTTER ASSEMBLY \ F-2 L1'IOW HAZARD FACTORY INDU57R L DESIGN IN ACCORDANCE WITH NEW YORK N T.S. \ STATE BLDG CODE SECTION 1600 FOR PANEL SPANS: O < 4'O WIDE SPAN 51MPEON H25A HURRICANE cuP NAILED FROM PRESGRIPTNE METHOD 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD RAFTER 70 STUD - HEIGHT (OVERLAP AROUND OPENINGS 4") TYPICAL ALL RAFTER5 5 - 8d NAILS EACH END 55 -OI MAXI MUM ASSEMBLY. y GROUND SNOW LOAD - 45 P5F. ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w,/ ` FIR57 LEVEL - 100 PSP. L.L. APA RATED PLYWOOD TO Y #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 0 EXTEND TO TOP OF TOP PROVIDE 8d COMMON TANK ROOM - 125 PSF. L.L. cn WOOD SCREW ® I6° O.G PLATE NAIL5 a 4" O.G. AT r ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING DECKS EXTERIOR EDGE of ALL AREA - 100 PSE L.L. #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WA5HERS) SHEATHING. WIND SPEED - 120 MPH W MACHINE BOLT o 12" 0 �i TANK'', ROOM ADDITION : 867 SF Qz SEISMIC DESIGNY CATEGOR - g CRUSHING PAD: 4,124 5F WEATHERING - SEVERE Z OUTDc�OR DECKS: 3,470 5F FROST LINE DEPTH — 36" _O J TERMITE - MODERATE TO HEAVY F_ .' TYPE OF CONSTRUCTION DECAY - 5LCHT Q GONVIENTIONAL LIGHT FRA1" E WOOD CE SHIELD UNDERLAYMENT REQUIRED - YES Q CONSTRUCTION - TYPE V-5 IMPORTANCE FACTOR } Lu ULTIPLE SECTION ASSEMBLY 1,4" THICK eOL751w2' OG GENERAL NOTES ��J I —PLYWOOD SHEATHING TO OVER LAP BOX II, ql BE - TOP . BOTTOM 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY W ACCORDANCE WITH THE NEW YORK STATE GOMERGIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z DOUBLE TOP CONSERVATION CODE, AND LOCAL AUTHORITIES. PLATE 14 THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Q 5TUD5 --- MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE u 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINEER TO BE NOTIFIED IN WRITING OF ALL O LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION, Lu _ 4 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE F SHUTTER ASSEMBLY WRAP * NAIL STRAP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. AROUND SILL PLATE 4 - ed NAIL5 PARTITIONS, EXCEPT AS NOTED ON DRAWING. 100" NITS Ai ANCHOR BOLT Il ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDCIING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY FAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS 4' OR WIDER SPAN sli/1 �wNe5T�o SAVE FLOOR BEAMS. SPACING NOT TO EXCEED 80 FT A-325 BOLTS, 3/4" DIAMETER, METAL STRAP 046" OO, ^3/32" APA SPAN-RATED 48/24 5HEATHIN6 GRADE PLYWOOD 6 ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I NAIL SHEATIiINb TO SILL PLATE VERIFIED 5Y CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS Ls 24" OG ba NAILS ® 4•' OC GON5TRUG710N AND ORDERING OF MATERIALS THIS AND OWNER. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19 DO NOT BACKFILL AGAINST FOUNDW ATION ALL5 ASSEMBLY, 2 - +s REBAR '12 x b SILL PLATE BEARING CAPACITY OF TWO (2) TSF AND GRADES LIN71L FLOOR SYSTEM INSTALLATION IS COMPLETE, 1). PREASSEMBLE PLYWOOD TO 2x4'5. # 10x3" (w/ WA5HERS) GALVINIZE>CR ACO TREATED LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW ® IZ" D.(, SEE FoulvonrloN DwS. THESE CCNP1710N5 ARE MET, ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2) ATTACHING 57RUG7URAL PANEL. FASTEN TO BUILDING w/ FOR DE5I6N. 15/6" . 12^ AS @48" OG GONGRETE SLABS TO BE COMPACTED TO 95% #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL N/ FENDER INA5HER RELATIVE DENSITY WOOD SCREW 6 Ib" O.c �+ Z o ALTERNATIVE FASTENER FOR SHUTTER TO BUI'DING+ HOLD DOWN + )HEAR CONNECTION T ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE C • m� #10 TEE NUTS ATTACHED TO BLDG w/ #IOXI-1/2 ( W/ WA5HER5) _ SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER MACHINE BOLT 0 12" OG, CRITICAL LOAD PATH BY TRIPLE UPRIGHTS. ALL HEADERS TO BE x� SHALL COMPLY W/NY5BC CHAPTER #2504.q.6 MINIMUM of 2-2X8 OR AS SHowN ON DRAWING. J � 'f2ooe WINDOWS - GLAZED OPENING PROVIDE FIREST°PPING AT ALL LEVE` W � .�z � PENETRATIONS mIl! •V�W PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. 9 PROVIDE FLASHING AT ALL ROOF BREAKS, Ii IN ACCORDANCE WITH LARGE MISSILE TEST OF WAILING SCHEDULE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS <No-, n a ,A5TM E 199¢ AND OF ASTM 1886. AND DECKS ETC. W ^'= P a CONTRACTOR MAY USE WOOD STRUCTURAL PANELS -- IN LIEU T THE ABOVE MENTIONED WINDOWS. TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MAN AL, AMERICAN FOREST 10 DO NOT SCALE DRAWINGS. — PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH d PAPER ASSOGIA710N 1 fq to � ve HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER * SILL PLATE SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NF�IL SIZES FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. THI5 CONSTRUCTION PROJECT. FEDERAL, STATE RAFTER/TOP PLATE 5-8d (TOE NAILED) AND LOCAL ZONING AND BUILDING CODE COMPLIANCE - - CEILING J015T/TOP PLATE 3-8d (TOE NAILED) I SHALL BE THE RE5PON51BILI7Y OF THE GEILIN6 JOIST/PARALLEL RAFTER 3-I6d (FACE NAILED) CONTRACTOR GEILIN6 JOIST LAPS OVER PARTITION 3-16d (FACE NAILED) E Or Ns COLLAR TIE/RAFTER 3-I0d (FACE NAILED)EL. y~fit .�T, RINI 50N6/RAFTERFTF 3-8d (TOE NAILED) FRAMING NOTES R'.IM BOARD/RAFTER 2-I6d (END NAILED) 7 TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) y 2 # TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILEC) 017953- 4~ S7UD/5TUD 2-I6d (FACE NAILED) I ALL FRAMING LUMBER SHALL BE &RADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH'8 d O 4" HEADER/HEADER Ibd X16" O.G. (PAGE NAILED) 'r•` DOUGLAS FIR-LARCH STRUCTURAL GRAPE No 2 OR Qc EXTERIOR EBETTER. DGES AND 6 d ® 12" o.c FRfD o TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) INTERMEDIATE. h BOTTOM PLATE/FLOOR JOIST 2-111 (FACE NAILED) 2 ALL SHEATHING TO BE APA RATED EXPO`.SURE I, 5:8" T MIN, THICKNESS OR AS NOTED ALL INTERIOR AND EXTERIOR FINISHES, FLASHING JCIDr SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY Alli0407 5 ,10 O BRIDGING/JOIST 2-8d (TOE NAILED) 5 ALL 5UBFLOORIN5 TO BE APA RATED 5TURD-I-FLOOR BILOGKING/JOIST 3-8d (TOE NAILED) EXPOSURE 1, 3/4" MIN THICKNESS, ALL EC7GE5 OF 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE LIT BILOGKING/SILL orTOP PLATE 3-16d (TOE NAILED) PLYWOOD TO BE 5ET ON SOLID FLOCK INC GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE LEiD6ER STRIP 3-I6d (FACE NAILED) NAIL PLYWOOD 51.0FLOOR TO FLOOR JOIL5TS CONNECTORS BY "TECO" OR APPROVED EQUAL FOR CHECREO BY JC015T ON LEDGER/BEAM 3-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS G BAND JOIST/JOIST 3-I6d (END NAILED) SE 4 ALL HEADERS 6'-O" AND OVER HALL BSUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER 0o x� BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH ,ONNEG TIONS g TRIPLE UPRIGHTS ALL HEADERS 5HALL BE 4 PILYWOOD ROOF DECKING 8d )s 4" O.G. EDGES, 08" OG FIELD SEPTEMBER 24, 2004 51TRIF SHEATHING 8d (ONE/RAFTER) MI NINILIM OF 2-2X8 OR AS 5HOWN ON DRA7W INC = ALL PRE-ENGINEERED LUMBER SHALL BE 5EOR6IA n PLLYWOOD WALL SHEATHING 8d ®4" OC. EDGES, @5" OG FIELD 5 SOLID BLOCKING SHALL BE PROVIDED FO)R ALL JOISTS FAGIFIG GPI SERIES WOOD-I-BEAMS AND LV_ NOT TO SCALE PLLYWOOD 5U5FLOOR DECKING 8d I O.G. EDGES, (12" O G FIELD AND FLOOR BEAMS AS PER NY 5 CODE IOR AS NOTED PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND �4 8 -OOG MIN. PROVIDE 2 SPADE FtCR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED SHEET TITLE' Io° 0050 Ixlh OR LE55 TO JOIST 2-8d (PAGE NAILED) ' " " G6REA7ER THAN Ixb/JOIST 3-8d (FACE NAILED) -GIRGULATION IN ROOFS. 43 PER TIONS AE& 7 5UBFLOOR/JOIST <Ibd (BLIND d FACE NAILED) 6 DOUBLE FRAMING AROUND ALL OPENINGS it 5kyllght5 STIFFENERS MANUFACTURERS SHALL BE EOUIRED AT ALL A LOAD AND GABLE ROOFS SCOLE PLATE/JOIST or BLOCKING I6d 0 I6" OZ. (FACE- NAILED) stain etc. I OR AS NOTED ON CRAWINGS. BEARING POINTS AT A MINIMUM, A SINGLE 1 3;4° STRUCTURAL SITUD/SOLE PLATE 4-8d or 2-Ibd (TOE NAILED) LVL RIM JO15T SHALL BE REQUIRED AT FLOOR <' 1 0 o Ion o . 45 O DPOUBLE STUDS I6d pt 24" O.G (PAGE NAILED' COLIBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTE.! & c e .3o PARTITIONS OR A I NOTED ON DRAWINGS PERIMETERS HANDLING, STORAGE, AND ERECTION OF DPOUBLE TOP PLATES I6d ® 16" OG, or 8-16d (FACE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROv,cE ad COMMON NAIL- q 4 0_; Rl0t l J0157/TOP PLATE 8d 916" O.C. (TOE NAILED) 5) 8 ALL FLUSH WOOD CONNECTIONS SHALL 85E FASTENED RECOMMENDATIONS AT we-H PRE55IRE ZONE - c Oc HIP RccFS AT INTERIOR PORTIONS OP ROOF - TrP " ODi HEADER/STUD -8d (TOE NAILED) WITH RATED GAIN 4NIZED METAL GONNEGTORS BY' AD BRACE/STUD 2 or PLATE 2-8d (PAGE NAILED) 14 -NIL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF C2" GIA, lO� o x30 o NO SHEATH/EA BEARING WALL 2-8d (FACE NAILED) "TECO" OR APPROVED EQUAL GALVANIZED MACHINE BOLTS 9 12" O.G. SHEET No -IROVIDE Ba NAIL5 a 4cc AT �ERI'-IE^ER .NTERIOR WIIIDE THAN Ixb/EA BEAR WALL 3-8d (FACE NAILED) 9 NAILING SCHEDULE SHALL BE AS PER TH-E NYS -ORTION5 Cl FANELS IN HIGH PRESI_ RE ZONES BLUILT-UP CORNER STUDS Ibd 9, 24" O.G EUILDING CODE AS A MINIMUM ALL 2x(6 STUDS B THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE c = . FT .N A-L LASER 5LU,L-T-UP GIRDER AND BEAM 20d @ 52" OG. (FACE NAILED TOP d BOT 5HALL RECEIVE 5-I0D NAIL5 AT SILL AND PLATE FACILITATE GONSTRUGTION AND SHALL NOT BE 15 "" PLANKS I6d IZ (AT EA BEARING) ALL E\TERIOR NAILS SHALL BE GALVANIZED CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES RAFTER/HIP 3-Cd (TOE NAILED), 2-16d (FAi E NAILED, OWNER. R,,.. RAPE¢ 2, R',DGE 2-I6d (TOE NAILED', 2-I6d FACE NAILE-: r' P A.NE.. S CIti5`FRAY N6 bd 4" or LESS), 8d (5/s") 1 0 a t "'1 _. ,,, . . 1. _ , , L, j -1 - . „i �, r . J ..r +_ r n. L 1 ,, tr ..r , .. , . . . .n n., . ,, .n d i^ Y.. . 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E , , k'' r:y Y - 1� ,P :111I k jl� I u Y 1 y , , - nh- u-Ilt L ,r t I r 7; vI . . _ II A/ t. 11 I I i - t R ■` 13 BUILONO SE .: , . , ., - II Ere yl'r ,I ., ,�% � I r� " ­ I � � � " I I - �, I - I ` _ 4 _ a 1. 11 '' N - - 11 I I . I , _ - I 1*1 , gqarvrv,, ',I . ,r •la -A L + 1. r„ I" , r I - IN O - ` I t2 - Edwr,`14 dR641 L **AD : Xl' TI1c 1 -- -- -- - -- - - - SIT :a' r _- _ r- - ----"- _ _-- -- _ -- -. _; 1000-97-1-25.1 1000-85-2-10.3, 1000.85-2-10.2 PROPERTY: 36225 MAIN ROAD �? _ - - � - .`` - \ " -..��\� \- - - --- - -� OWNER BEDELL NORTH F RK LLC ADDRESS11935 36225 M NORTH FOR =s=3-- •- = - -�• - -- � ---`" --- � 36225 MAIN ROAD Y . �'' . �� - • , \* 4 (LINE D iI L.GP hd t9T t� iriiT 5QL6 ) \� - -- -- CUTCHOGUE, NY: 11935 SURVEYOR: JOSEPH A. INGEGN'O _ I •, T w_ ISh 1 _ P.O. BOX 1931 RIVERHEAD, NY 11901 I LICENSE # 49668 4• _ ----� �- DATED DECEMBER 23, 1997 Lo ZONING: A•C SITE: 49.42 ACRES 12,152,715'SO. FT. f ' t�Y ' GARDEN AREA I AREA ! a ` - -- - i •1 / ,�%. { � � + .L.. ' u -n. ��� ,. �aA'+'' •+•, I • \�\\ \\\\ ���.\ 5� Y I �•� LOVE 1.33% ACTUAL / 20%MAX. ALLOWABLE Y i r zw 1 C RAGE ) i � �� „��y� � z� .,�� � w� � .' \� ' ♦v � v� v � NOTES' THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE MMA iRIAJ6ATIGNh �v n4v v ` " u ( ♦ SIOIIP�+IN ` y ,/ FROM FIELD OBSERVATIONS AND OR ,4 r��W DATA FROM DATA OBTAINED flu - - ...--- .� �•." I I ,_ �r,� � jt n .t *�"r,° `<'w �n�^C*�"' '�`'�• \''?1,.�n•'` ., (, Irk :\ : „ �`'\\ �� FROM OTHERS. yJ\ _ Vim, / -^''� STC; . , ••- , '. ,, ExI T. A E r7: _ \ I \ D mj T _ � � `. � �i � -..'�•�,r1w,r� °up�;!>y ra^ 4 T`��s^,a Ys y4, V S,#�Sw � �,r(�" � r1' , + I� „ •+`+�• \\ _ I ' .+c � " .c 1' J�N ' A ,n. 'hLV / d 5,}Fr( wk ✓2 '" � YC� ' 1 .,r ,, .. y `. IY� PARKING CALCULATIONS a RESIDENCE: 2 PER RESIDENCE 2.00 SPACES Q N. YJ Jif• "iy r '-' (((���--- �1 ` ' I I� WINERY: OFFICES: 745 SF. @ 1 PER 100 SF 7.45 SPACES TASTING, ROOM: 1,872,SF. @ 1„PER 200 SF. 9.36 SPACES T, { :, ' t*a: ,• •,, \ !! TANK ROOM: 5070 SF @ 1 PER 504 SF. 10.14 SPACES rk N r ., K v "?s 't I 1 BASEMENT STORAGE: Z BA 800 SF. @ 1 PER 1,0 0 SF. .85 SPACES I I I I CASE STORAGE: 3,200 SF. @ 1 PER 1,000 SF. 3.20 SPACES �pr �y, _ :. (��f "r +` ',�,� ` ` ;n+ " :`'>.�"' r*" •" r ,. a COVERED TASTING AREA 2,000 SF @ 1 PER 200 SF 10 SPACES VINEYARD r _ ��� C hf Y 4 �- SK(8 A\V )/ SUBTOTAL: 41.00 SPACES ,xx`k , •' L� TOTAL PARKING SPACES REQUIRED: 43 SPACES '� a l l� � N�„ � y M „ • _ �* I 1 1 (, Ir x) T� TOTAL EXISTING AND PROPOSED PARKING SPACES: 43 SPACES � ' I I �I� -- _-- _ "�.r,%% � �� �I�' ' a����. � ��*�` r' , �•,"• ., :< " ;{'.;;•' ' :, . � I ;' � .r ti� A � INCLUDING 2 HANDICAPPED PARKING SPACES VINE IN Itlit!°A T> �I�I, ; I IIIA i� , A\ TRUCK PARKING A p SHOWN 9H -., n i AND LOADING: I ' •' LOADING BERTHS: 1 PROVIDEDII REQUIRED DBAINAQE CALCL)LATIONS DMIAIN A I I ROOF AREA OF.NEW TANK ROOM ADDITION 'x / " I AREA X RAINFALL X RUNOFFFACTOR 5,191 SF. X (2112FT.) X 1.0 = 865.16CU. FT. atl z 'r USE: (1) 8,_0„ DIAMETER POOL STORM nRA1N (,cam "o.. y a' Mi' 1 8%0" X 2._9„ SOLID DOME = 54.2 CU. FT. o -IIAI �. 1- 8 .0 X4, 6,. SOLIDWALLRING = - 190.1 CU. FT. W "J ''"meq'+ �W 1 8 0 X 4 6 STORM DRAIN RING - uu T " W77 - 190.1 CU. FT. �434.4 CU. FT. ff z 5 'ell , PROVIDED REQu1RE0 2IW• a o . \ .+.. T; r ,,,,,, \ \ � �'\. � ' 4 • "y '''+ . y' ' , r •' `--, , 9GRE'EN 4STt- 434.4 CU. FT. X 2 =868.8 CU.FT. > 865.16 CU. FT. RE MItAROOF AREA OF NEW COVERED TASTING AREA \ MIG '"""i •t q; r •w i r' •S 1 I ) x "M. .NIG V' T I I AA X RAINFALL X RUNOFF FACTOR � I I 1 2000 SF. X (2112 FT,) X 1.0= 333.3 CU. FT. - I - \ USE: (2) 8'-0" DIAMETER POOLS nRYTL (R\p11 .,R., - - -- __ \ 1 a + r S9�lIIE 9t+ T 1 U. FT. \ \ 1 I !y 1- 8'.0" X 2'•9" SOLID DOME ' 54.2 C QN _ ``' \ �\ I ^ / !t 'r f 4 '� d r"14 1 I �j' 6 1_ 8 .0" X k'_6„ STORM DRAIN RING - 168 rt CLL FT. F'R6)P TE TER \ \ i A . 1 / f LL�Y 223.2 CU. FT. 0f k - INEFd AN TARY 5Y5TE1� _\ \ ".: ) , _ / 1 PROVIDED RE RED 1�\E �F4 r WINE G IN¢ 5TE WATER \ ISTI ' 'I / I pin i '�j -' 222.2'CU. FT. X 2 = 444.4 CU. FT. > 333.3 CUr FT. S�:F� �Q't 0) b-!"TDIA.-'5 8 NK \ \ #;�! \ ( / ; ( � CRUSH PAD # z s LIQUID LEVEL TANK (5LT1 fU - 10 I'6. dl •6'b Tk - 2'.500 6X4.0N SEPTIC. TAN* � \ � '� ;. _F�GPCidEG mull = # / l I AREA X RAINFALL X RUNOFF FACTOR i 1-LD"13 - DOLS�L \ \ \ • . 12,713.4 5F. X (2/12 FT.) X 1.0 = 452.2-3 ,FT AN5©N 12 D \ .110 iW61NIANl BAR) " USE: (1) 10'-0" DIAMETER POOL DRY w 1 n f "[ PROVIt7E 'fR]('iFPfG BEIJii SLABS w b r*T• DIA. x 125 F1�DIYT \\\ '6YrFl I NI Ilg1' OWN=R1 . , 1. 10'•0" X 3'-8" SOLID DOME 108.7 t°FICJJIOL" TtiAt,Fic BEN ' 16 \ V 's,, 6 1- 10 0 X,5'-0" STORM DRAIN RING = 342.3 CU. h7. \ � { - -- -- - - - --- . •, ., ,' ,; _ `W" I «._«„ X 3,_«„ SOLID WALL RING 205 �• aR J NO: FT I"Y �-1� 1 ^ 65601 CU. > 452.Q IREFT. oRAwN BY; 407 r « ( + �' MI5 -- - - - - - _ CHECKED BY: 6U1' WIRE FOR E+RAI°I:S ' AREA OF NEW STAIR TO EXISTING BASEMENT NS AREA X RAINFALL X RUNOFF FACTOR DATE: (, ) „ _ I � _ USE: 1 6 ^0" DIAMETER POOL nRv w CU: FT. SEPTEMBER20 1 1 80 SF. X (2112 FT.) X 1.0 - 12.8 24. 2004 1- 6=0 X 3'6" STORM DRAIN RING - 7'9-21I U. Ft. SCALE: - flCt I 6 CU. FT. 0„ Q � I I " S`C F SHEET TITLE: - # Lil�i� M. .0KIGE - 104:8 CU. FT. PROVIDED REQUIRED 104.8 CU, FT. > 12,8 6U. FT. PARITIAL srrE NEW PARKING AREA PLAN - AREA X RAINFALL X RUNOFF FACTOR 2,771.43 SF;+X (2112 F RRT� L '. . USE: (1) 8'-tl ' DIAMETER T.) X 0.9=415.71 CU. n) ! ` LAW POOL STaRM nRaIN dot n„ I. 8'•0" X 2'•9" SOLID DOME = 54.2 CU. FT. SHEET No.: SCALE: 1" = 20'-0" 1- 8',0" X 4'-6" SOLID WALL RING = 190.1 CU. FT. 1- 8'-0" X 4'-8" STORM DRAIN RING = 190.1 CU. FT. 434.4 CU. FT. �I - -- - PROVIQFD REQUIRED 434.4 CU. FT. > 415.71 CU. FT. o ' mod ommmommomm i NIO i HILL3A IMNEZ WPM JQIf '1ILLY + �I I - - - - _7= - 2.01 ACRES' b0118T-1'.26.1 2 - GTM# 1 AREA# _ - _ - - - I4R€A# SCTWI# 34 ( P€MENT RIGHTS SO, Ct) -. r I I I- "-"- - - _ /AREA #3 4CTM*,1000`85 2 10:2 � 44,39 ACRES D@VELO - - i - I AREA # A91 1w: � b -- --- _ _ - I � _ I•i AREA - I - - - f r m l � ersrpm► - r-._- - - - --. f - _ -� i --. _ _ - - _ - _ ._ - ��t�` _ _ - / E%16TIN6 a 04" r. loop 11m 7:7- . 3 L�� „ - - - - --- ---- - -- - - -- - -- -- - -- -- iE - -_ _-- - __ -- -- --_ 4 LINEA 9RIPM LANE i NAPO I 9. C.ART iritN+ iNohuw P�16,A XP LOUIIe> /CHARLES ARTS 05 ---------------------------^------------- - ----------------- •� . w/� CHARLES GART5El.05 Np wAtYI11G !'6101 1O FOR APIPITIONAL INPORMATION ww + SEE SHEET NO. I Y p_ SANITARY CALCULATIONS rn .a• $ SC LE: 1 ='100'-0' HYDROLOGIC ZONE IV -600 GPDIACRE ALLOWABLE SEWAGE FLOW: 600 GPD X 2.61 � 1,566 GPD A ICN FLOW: W .'J• z '� ' sEW r}I= RFS .. 1. EXI371NGRE$IDENCE 300.0 GPD 2. WINERY ( EXISTING& PROPOSED) 1,225,14 GPD < g . - TOT j y TOTAL AREA#1 SEWAGE DEAIGH FL W 1,525.14 _GPD ''�' ��• i 1�I7H I I� �! T • •OLE BY EOSCIENOE' WINERFIR5TIFAGE LOOR:SIGN FLOW CALCULATIONS: Q i n �h TESTHOLE DATA 7!812 1,'; GRADE ELEVATION+56 FT. OFFICES (0.06 GPDISF) 44.7 GPD 0.5FT ' ,BW L �`SANDY M OL O.OB GPD X 745 SF=44.7 GPD - - SALES I TASTING ROOM (0.10 GPDISF) 187:2 GPD AX. T X SA#tD 0,10,GPD'X 1;872 SF = 187,2 GPD Z' M \ COVERED TASTING AREA IS,GPDISEAT) 280 GPD 1 \ I?' 5 GPD X 56 SEATS 280 GPD SE OF NrN I \ FlMe i, DECK,((5 0,PDISEAT) 340 GPD y�> sli" }Or V' T 5 GPD X 88 SEATS =340 GPD PALE BROWN FINE TO < z 6 � � FERMENTATION (0.04 GPDISF) 202.8 GPD a+ COURSE &AN S 0.04 GPD X 5,070 SF = 202.8 GPD 0179e i STORAGE (0.04 GPD/SF) 128 GPD COMMENTS: NO WATER ENCOUNTERED 0,04 GPD X 3,200 SF = 128.00 GPD TRAPF _ � NO SCALE MECHANICAL (0.04 GPDISF) 8.44 GPD BEAR 7 N' 0,04 GPD X 211 SF =8.44 GPD B'ASEMEAT: STORAGE (0.04 GPDISF) 34 GPD RJR 0,04 GPD X 850 SF =34 GPD H€CKED E!Y:NS +,'"' TOTAL SEWAGE DESIGN PLOW FOR WINERY: 1,225,14 GPD BPTEMBE 24 200 INLET kti SANITARY SYSTEM REQUIREMENTS FOR WINERY SCALE: N pU1LET ,• B6RAt7E LINE ELEVATION 56 LxtFT. UILDINS KA1-L TOTAL SEWAGE DESIGN FLOW= 805.14 GPD = , 1«vgw' .p -•p ' �' - . ' � SEPTIC TAN1,225.14 GPD X 2 DAYS = 2450.28 GPD ' rnrel '" PLOW ,'SQy '� ; 3' MIN. ' MIN, 2' MARC (1) 10 FT DIAMETER X 6 FT HEIGHT SEPTIC TANK 2,500 GALLON SHEET TITLE LIPS I�A�I12S POOL AREA RFQ IIRED FOR c WA . aYST M: OVERLL 1/4"/FT. I/fb"11°T 1,225.14 GPD 11,5 SFIGPD = 816.76 SF. SIT ' (3) 8 FT DIAMETER X 12.0 FT HEIGHT LEACHING POOLS= 901.8 SF. PLS N (115. +s6.a' lE. +5s:a' SANITARY • ti = , 4FT , ,ra £. +54WASTE PROCESSING FOR WINERY DETAILS 1.FERMEMTATION -WASHDOWN OF TANKS 500 GPD SHEE T NO:Im il I2 Pt, td . 2.CRUSH'ING OF GRAPES 400 GPD lo'_O° �. Toray PRQ¢ ,GING: son nea ©fir yr+ p��' fir+ �} LEACHING POOL AREA REQUIRED FOR WASTE WATER PROCESSING: SEP'TI.0 TA TO 5GALPJ � SEA l 1C .1"1'x00'ILC =900 GPC! 11:5= 600 SF 2500 LO PROVIDE.(2) 8 FT DIAMETER X 12 FT HEIGHT LEACHING POOLS =600.6 SF Y 0, . ��" .fW ;T PROVIDE,$NTTLEMENT TANK(SIMILAR TO GREASE TRAP.) FOR M „ WASTE WATER TREATMENT; USE 8 FT DIAMETER X 5 FT LIQUID DEPTH. N a v a 0 NEN RAMP j NEW,-GRU$HIN6 T:,A C z0 1 13 Q NON Pe4iK II } I I 1 II wa I exlsrlN6 +Y�Alul?`f_ rt (1°6ELD-V�RII"Y) ""OLA 0111'T'GR $IJTTpIt LI'�' 11 -- 1 Wi I0W FI r ui �.4 IF 114 0, r I+. I'I /I� 8/I� 1OIm v .. vi : it ra •v� ' ry sl u r6+ ' + , -Fv`' rty v '1 �� eXI$*nN6 r s. , ,1Fv, a t b• r s L j y ,: s II � II oq Z.I � I 12 Air s-J�A r„ _ yc \.y} a i Zt r iT lD J• „y }�` E tT LLI g L'XI5TINO FI 'TREATED S WOOF 9Wi BOOP a r•' � 5 @ ' -� � tq M• ACE — — Alb-REWIRED PLA9H'6 PROVIDE NEW FL '6 S pitwulft%� 14, WIPE VALLEY OUPOI A �XISTIN6 ASPHALT 11 PLA8HIN6 TYPICAL SHINSLE ROOF `�tiE /y 5 . ST..;� Ao z + f I ' � I r � � c ovesa EXI$TIN6 FIRE TReATEP EX16TINO'I IRE TReATEP I kom $HINOLE"ROOF f PATCH R40FINO WG10P $H1N64E RDOr" I I I RCGa<J MW IN ! 0407 THISAftA ONLY DRu wN eY: ur __ -- - - - - l CHECKED BY: IIS LINE OF WALL DATE: L — _ BELOW hYPJ SEi t 24, 2044 — — SCALE: 118'• � 1.�.. SHEET TITLE: RO(pF PLAIN PAM y SHEET NO: $GALE: 118"I'41M ON Oilry - I M m — 0 o o - a m til to a !iNONE' jamool looms! MEMNON mommom 70, -"I'M l � I nft"VVX�1,10 0 1,,A 0 lit,I wOww MEN 'MOEN ON so lown� No Nom !moommoi Oman son !-�Pl I W-1111 110111 0411119IR011 01,1101 R U MEMO MEN' minim IY:3��I¢•IFiF�?3ri3� p .Aw � • 0I flu lassos all hopm Ivmmmmmvl onemmmilI INNIS Now ISO No gill 1111 U11, I oil, IISI INNitNrINNINI li�l�illitil II ! gn iHNNiIIIIN IL-11- IN NOI H i -0-0---H IPHI;4w ill:,I...I ...... A Bill '_ fir ..� wwwo .`\ ��_ ��- _ - ���� - - =i If����ll� MINIM SHEETTITLE: ..Iowa GI awamilwwww" araaarmww on WM MA 00 On as -W-w W-M-0 a 0 01 M a a a BUILC�ING Malmo Wtno =%&GUWIM� a gale0=1 I pillill"i'l plillowl Ipp2hpIC1111 pla Gly @11� W R ii"��MEN, i sii -t wu,� li�� --i po� -..i ...R-RI TUN :I ::A:: 0 R T'G H EXt9TlNO a -Ame Fi tE TREATED WOOD _ SHINSLES 1 )( 4 LATH ry - IX&''RAM WARD WYSOLID' - BOAPW 4 '5/4 X & FAWE SINGLE GLAZED WOOD 1 rt-- } WINDGW,W/ 5/4 X-6 CASING I x 10 BOARD 4 BATT - © w 51DING WITH IX2 BATTENS11l 0 ' Z I X RAKE TO ALI,SN WITH I ~ r� FASCIA BOARD AT CQV. [FLASHING AREA - - - -H41- - - - - - - FLASHING EXISTING, WINDOWS _ --- y �� TYPICAL hYPIGAU IJ ��� I� Q / . FTYFiGAL .---^^r_, IX 6 FASCIA W/ F I � KITH MSH OUTTM '— eX1sTING I 'ei x © d CJ „ 0C 013 01�M C�C�� ©C� 2X:g LATTICE PALL 'S RELOGATEp EXIST TTM H EXISTING I EXISTING 4:H.rD1JGY1! A AT CA STORtt6E DOOR'(SFE FLOOR . PLAN) 42" H WD E CASINO ' '=-OPEN BEYOND—3 W00D $" 5 CASED HANDRAIL DOUBLE w W 4OLU _ DOORS W/ 5/4 X 4 z ElO i !IIII G �� 'li ( ! 1 ! I, ! - �• .I I' �! li III . �' I 1 ��♦ I 1 ,I ' III I II Nmg!- - rREUSE EXISTING HANDRAIL . . J-k k+4' , IAT NEW GONG. 57AIR - -� �y _ - � - - 5/4 x b PTL' TREADS LATTICE PANELS W/ i X PTL RISERS IN IX 2 FRAME VERIFY TOTAL RISERS 10" DIA PILING _ - W/P{NNA6 OR-AVE- '��,q IX 12 APRON I 'f`G M M XI5TIN6s 15 al 2t Tl _ m SCALE: 114l' = T-0" UJ " ul vi• FIRL TREATED 'Vi00D * --�- SHINSIES ON I X 4 LATH ry —_ -_— IX& RAKE BOARD LID EXISTING HOOD SHINGLE ROOFF BOARD l i 4 ,5/4 X 8 F tZE ��E OT yfK 51NSLE'GLAZED WOOD 't a��`� pt WINDOWW/ 5/4 X 6 CASING, � ,p z I x 10 BOARD 4 BATTF SIDING WITH 1X2 BATTENS I IX 6 FASCIA YV - - - - - - - - - - - - - - 0407 WLU WITH AM GUTTER 12 � 1111 TO MATCH EXISTING 4 C UT NS I-6+ ©, �-I � I x to BOARD 4 BATT SEPTEMBEkt 24, 2004 2X2 LATTICE PANEL C7 IJ 0 [3000 IE' SIDING WITH 1X2 BATTENS Tl4'I = 1' -0" A7 GAS TXORTAGE b" W X 10+ H'!2 BEAM S SHEET TITLE: B".S6IUARE H GA5ED E—OPEN BEYOND—j 42" H WD GOLIJMN rrY1°J 3. ANDRAIL Ar —�� BUILE INC �s gwN ELEVATION - 5/4 x 6-PTL.TREADS WESTEXIST NG, WINDOWS W/ I X'FTL. RISERS f. (TYPICAL) SOUTH T4rrAL RIMS I I I K/FINAL 61tADE S EET NO: t- I ER fc IQ"`DIA PILIN6 BEYOND now AREUSEHEXICONC. STAIR HANDRAIL o PARTIAL SOUTH E�LEVATIC?�f SCALE lfV' = 1'-0" m - - EXISTING CUPOLA EXISTING CUPOLA E --EXISTING WOOD SHINGLE ROOF REMOVE EXIST. ROLLED ROOF'G 4 INOOWN-TO PLYWOOD AT FLASHING FLASHING E TYPICAL ---------------TYPICAL XI I XI,STIN6 ROOF STRUCTURE T PROVI�?E-NEW 4' RIGID iNG+UL•ATION � _ { AND RUB12"hlEPihRA�NE ROOF OVER -� NEW AND EXIST, RLTWOI�D'SHEATHING ' ' 2 - u�,'-" / „� , � k'; t' '� If,' /. ,� �,e� i A ,�"",� t r " � c'NP6 :� y5", ! Irr ;; 1 :. r yf,. ! .•w ry "',f y '�f ,✓.� y �'' ' .M, My" { i< '. Not EEI LEXISTING BOARD4 BATT/ SILTING ;[M � � C� - - '5/4 X 12 IZE BOARp w EXISTING WINDOWS D 5 .1146 W (TYPICAL) I 6 F I _ IN R 4 I -- -RELOCATED IO' H X' 'I-Q P4 --- T A - 911 111 All x4 A - moll OVERHEAD DOOR IA V4 X 4 G 9 ' + . Z' H 6 R4wI ' I T g +. .II' _ , M1 ', ', _ ,•'1 ; I I ,'I ; '1 III ''' n � V � •,•1 v I I I J 'I I. i SII '��', II III I � III ' '�' ' II 'II1 ' I. fI � I) r . II ; it I, I I I ' I 1 I V • it . I* � I: � I ' III 1I '�I ,., I v II f1 � { II i! I , J Ili I 'I� ., li, ' li _ III I. 611, I' q , \ f. I 'I' 1• •V' -P iL ti i, �' r r 1 11 a 7 's J ' M1 r• �J y' n i b R 15•� S'F, r r, + 4'• 4' I r • 4 .1 � 4 i "r' i u •1 •u 1L- ' v M1 t, r•.• S 't•. . I ,i+ , •M 'r ' i •1' \ . �5. � • 4, 7 i� + R � 'I L A ' ” v • iM1 'l� '1'• 't I x. "I 'Y•' S� •5i '4' I, rn ' • w n•' '1 'Cry M1i ' •v 'T • 'M1 rti�4 i 1i • v / - - - ♦ II • 1. . I 1 ''1' 1 . r', , +•,4 r\I' nr •'\• 14• , i R , 1 M1 1' V '1• • 1 NE p MIN � 7, TOWN EXI5�TIlwS 00 Z• N+ITH' LVA71NTANK RO My <I• P SCALE: 114" = V-10" +E• o J i ' � — - � yll♦ �i wh Lu, FIRE TREATED WOAD SHINGLES ON I X 4 LATH EXIST. HOOD SHINGLE Q ~ x ROOF (FIRE TREATED) 4 rn rn'• n IX8 RAKE BOARD W/SOLID FASCIA -- — RQAR 4 5/4 X 8 FRI HARDY PANEL W/ I X 2 BATTENS,OVER 8/4" WANDER BOARD OVER SINGLE GLAZED WOOD EXIST. FLYWD SHEATH"G W[MDOW W/ 5/4 X,6 CA51NG RUBBER MEMBRANE ROOF ON RIGID INSUL I- X1,13 BOARD 4 BATT ON 5/8" SHEATH'b' � � IST. PRE-FAB SIDING WITH IX2 BATTENS ROOF TRUSSES I FLASH'6 EXIST. 1/2" PARTICLE BD z IX 16 FASCIA W/ XIST. 2 Xb STUDS _ Wj'IIH ALUM GUTTER XIST. I/2" PARTICLE BD. -- - - - - - - - - - - - -- 13 TO, MATOWEXISTIN& 4 2 LAYERS 5/$„ TYPIE 1. GYP BID Rol T NO: 0407 --- 13/4" LUL F7F7 EXIST. CASE STORAGEwl -- ]__-- REMOVE EXIST. BOARD A UT ❑❑❑❑❑ ❑❑ ❑ ❑ 4 BATT4 ®ELow []Q ❑[] ❑❑ © [] 2X2 LATTICE PANEL NEW KOOF:STRIGTURE NS ❑ ❑ ATM.'�O al�bE NEW TANK ROOM 2 LAYERS 5/8" TYPE W. EXIST. LONG. SLAB SEPTEMBER'l- 2004 OPEN BEYOND 4 FOUNDATION • 1/4" G V - 0" 42' WOOD HANDRAIL $'COLUMN (r GA9EG^'-3 g LATTICE PANELS GYP BD - TOP LAYER W.R. GOLUMN'(TYPJ IN IX 2 FRAME OVER 5/$" PLYWD SHEATH-6 MEET TITLE: 18 1.8 IO' DIA PILING u E EVAtI ON NEW GONW, LAB NORTH 1 , 5/4 x 6 PTL TREADS �� il1 ' III III ORION W/ I X PTL RISERS VERIFY TOTAL RISERS WlFINAL GRADE +' VIII SHEET NO: r' + M1.'r, , r' ,• .r 'Lf..l WALL SECTION f FIRE WALL NORTH ELEVATION at COVERED TA T11 ARE s�A�E ,;2 =1'4" o SCALE: 114" = 1'•0" O N r7 ALIdN -- _ (b) 2x;S ,POST FROM VALLEY '°f¢"i STEEL ' COLUMNBLOW IM AT I' _7 2x8 0 Ib" OG 18 XTR CONTINUOU D IE6REE ANGLE //%✓ OF GABLES PULL HT NEW CUP LA MATCH RIM OP AO L1bIN' OIN i N1 OX26 5TL "� /� AND LVL AM , " XlEduRIb LVL BE C 1LU" f" TA'1<� TC?P DF ST@EL BEAM — — — — -- — — — — — — — — — — -'- T � SCALE: 3/4" - 1'=0 YOND Rd F I B yric 2x8 ib" aG 0 ✓. a A 451*` BAEII �^ ALL AINDOAS ON OPEN I CONTINUOUS FULL HT Q STRUCTURE TO BE SINGLE I ✓ G ' 3 x J•/ y' aIaLAZE ✓ T L L IR I IQ %" PLWQOD SHEATHING ON EXTERIOR AND'O1DIN'G ON INTERIOR PROVIDE HORIZONTALCATS EXPOSED RANTER 4 4 T L h Ix TRIM AT +FS TAILS w P (2) 2X8 W/G2) Ys" MB W/ Z E SI DE6tsEE ANGLE MASHER a 52" OG TYP " I W ' MP486 ✓ FLA9 44NCp IxIO TRIM W P-, " T 1 I I 1 � X 10 I AI8x3fo STL BNt N I A A I TYPICAL STEEL MELDED TO STRL COLUMNCF ON AND N EIELOW FLASHING OR "O.5 D . . �, N 2I .ITb MATCH GIM OF COLUMN 00r'9LOA zrA r- TOP OF STEEL BEAM I� f Rfi m /� � v ROOF ON I X 4 _ I . _ s __' i — _- f X "H5 ID (� FIRETRLxATED IN r WODD'SHIN6LE ,.� _, .�. D ` � (2). 2Xb W/(2) Y�" MB ) 2x8 'A/ . . W/ Mf EACH SI ATH ¢ 12 AASH0R b '520 PC TY� i 'Ib" OG 71rr TOP OF BEAM SCALE: '3f4!' -`1'.01,. I _b 77-7-7-7 77 .',0 , � ,�❑ P L ❑ �I .,..J� _J I L— JL_' P; — (bJ) 2kla GASl°tr� Wf 1* "� .; �T _ P?ANELTel).AT MAt4H ,' 1,Xi6TIN�9 > +ISs, 1' .k2I1+vNSIC�N5 OF Q . PAWIL CASE STO BOTTOM QF BEAM �. I (ak� x@ BEYOND y ay ���❑ � 11 I I �� L I 1 I RAu$E 50WTH.F«6.EVATI$5F1 tYf'4frAL i (6) 2x$ 'GASPO IN/ Ix la. X 10 5/8" I I I I Oxiox9fi" 5TL TUBE STL TtiB. 6" (0) 2X-6 BUILT UP POST w -.• I CONT, � W• < � w CASED TU ,O 45C I {{l," ' ,�, f $0 CASED r I- I 5/4 x b PTL TREADS i r I ) 2x b BUILT WP PdST 42 . H WOOD HKAt R (TYP) Wr POST < " Q` CONT. TO (S) 2 X IO HAND IL 9 CLAMP AT TOP' � "'' V41 I x PTL RISERS 1 -1 —� I I HEADER,, (TYP) � P8 a �• a _ VERIFY TOTAL RISERS U, w- AMINAL I I I _ AMINAL GRADE -- Il TOP OF DECK 1E OF nes> 2x12 PTL) DJ +ti I6" L) DJ' b Ib" 5 sriF pA 2x12 (PT fs \\ \\ \\ R7t : .y; ',• '. \ ' /\1\1X1 4x12 PTL61RDERS, TY-10 FAFO a \\/ \\/\\/\\/\\\\\\ \\ 5 4 YL'}• ' 1{Ifl�\ l \/�/\\/ /\\// \///\\//\\�/\�//\\///\\ /\\//\\//\\/\\/\�/ f�•N '� Mt �!'� rt�.ie� ' j/ f i y / /\/\/ / / + .� ..� �� • .y w .,. . \ f \/\//\/\ \/ /\/f\/\/\/ \/ f\/\\/ \/\/\/ .y� J 5, .. . .G . � \ \/\/\/ / \ P J NO.: '0407 ' \ / i;n �/\// \//\//\//\//\// �• n�• ' •4',�r a'1.���`"II .S. ' Vii . � \// / \ /�\/ \/ - \/\/ /\\/ \/\\/\\/\\/\\/\\ /\\/ \/'\\/\ /\�/\\/\/\\/\\/\\/\\� ��'/\\/\\/\\\/\\/ .;'i i�' •y}±51.. ,. j�F+'ti+^+`e' '," .µ ; \\/\/\\/\\/ ~�/\\/\\/ \\/ \\/\\/\\/\\ \\/\\/ \\/\\\/\\j /,� DRAWN BY: UT Io° DIA. SONOTWBE PILLED \ //\//\// \//\//\//\//\//\/ /j\/j\%j\/j \/j\//\/�\\// \ �� N\ \\ \\ \ \\ \\ \\ \\ \ � /\\./\\/\\/\\, �\/\\/ �\/\\/ \/\\/ \/\ � . \✓ - \/�\/\\/�\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/ CHECKED BY: NS AT 2O BELOW FINISHED OP �// \//\///\// \//\//\///\//\//\\/ //�/i A< /!' ///\// \/ //f\// ///r./ \//� /\//`\//\//\/ \// , �" //\//\/ /j\//\// \//\//\//\// / / //\//\//\//� \ \\ \\ \ \\ \\ \\ \\ \\ \ �\ -. �\ DATE: / // // // // // // // // / // / O //\/ ///// � / /////////////// / / / f/ / //.f/ // // // // // // // // // /\//\//\//\//\// SEPTEMBER 24,12004 GRADE. PROVIDE GALV. / / / / / / / / / / / /� l / - 771 POST BRACKET FASTENED \\j\\j\\j\ \\ \\j\\\/\\�j\\j\\\ \\\\\\�\ / \ \\\\\/ \ \\\ \ \\ \\ �\ \\ \\ \\ \ \� \\ \. \�\� \\ \\ \\ � \\/\\/\\/\\/\\/\\/\ /\\/\\�\ \\/\\� SCALE: w/ 3/4" ANCHOR BOLT / // it\/ \/\/\/\/\/\ \/\/ /\/\/\/ /\/ f\/\ \/\/\/\/\/\/ /\/\ /\/\/\/\/\/ 318" =i 1 -0^ EMBEDED IN GONG. (TYP.) f\\/\\//\\ \\//\\ \\\//\\//\\//\\/ \\//\\// . \//\\//�\//\ \ � \ \ \�/ /\ \\//\\ \ \ \ \ \ \ \ \ \ \ \ \ \\/1\ \ \ \ \ \ \\/ SHEET TITLE: j 'N X\ /\//j//j \ // /�//j \//� \ \� j j \ j \\ l \/// \ \�// /// �j\\/\\� \/\\j \/\\j\\j\\j \\�\\j \:. \\j\\j\\/ \\ \f\ j\\ \/\\� `\/\\j \\j\\j\\� \j\\/\\ \\\\\/ \j\\\\\/\\\\\\\\\ \\\\\f\\j\\/ �\j\\j\\/\\ \\\\\\\\�\\\ �� BUILDINI o /i\/i\/i\/ \/i\! i\/i\i. %off �'i !/�!/i\/- N N\- �!��/i\//\!/\/i�; /i\!/\/i\!i\!i�/i /% !/i\/ i\/i�/i�/i�/r�/i�/ ;��!/i�/i\ri\/i\�i\/i\/i\ /i�// X///i�// SECTION " SHEET NO: BUILDING ' ECTION "All 12' SCALE; 318" = V-0" a 02 N Q a ROLLEDII I REMOVE EXIST. INSUL 4 ROOFING EXISTING ROOF STRJGTURE TO REMAIN PROVIDE NEW 4' RIGID INSULATION AND RUBBER MEMBRANE ROOF NEW 1 5/4" X 11 -1/6" ROOF b FLASHING ' RAFTERS 1W 5/8" PLYWOOD, 5 Y4/ 4" RIGID 'INWL 4 MEMBRANE 12 I? ROOFING "HURRIGA I,. '1i,2 ■I /�,�- ♦, . . .) ,r'. EXISTING 6" THK P.G. SLAB W/ 4'5 RESAT? a S" OG EACH L ROOFEXISTING WALL TO BE EXPOSED ROOF WAY (SET 2" OFF BOTT OF SLAB) SETON �I / } 3-2 X12 1'X II ' REMOVED AFTER NEW RAFTERS TO EXISTING 2 HR ' ' I ' 1 " I COMPACTED GRANULAR SOIL USE +4000 PSI ' 2�-S?UDS • Ib" STL PLA I I I"1 TANK' ROOM STRUCTURE REMAIN � WALL 1 � I I' Wnt-lq BATT' I I 1 EXISTING TANK ROOMS � " 16 CONCRETE I I1, is COMPLETE - I IINSULATION W/ t N I I I " 4 /2" OD SGM 4Cp I I TO FUNCTION A5 A EXISTING 1 1/2 PLYWOOD I WINERY DURING EXl TING n I I (INT. FIND 5 GOL t EXISTING STRUCTURE Q NEW TANK I CONSTRUCTION TO REMAIN TASTING NEW GF'.USI fINC�- _ _ I r X to BOARD t t � Qi TANK - ©�.� ^� 1 I BATT SIDING, RQ, Q ILLS C3o,r�� EXIST. GYP RQQM - i ' \\I ' Q O j j ON S/b" PLYWD 4 I }}IGj. ' BD TO REMAIN 1 - - I+ " I `o 1 I 8 DRAIN TOP 8",�I 1#. I 42" H HD RAILING -F BETWEEN PEDESTALS 4 i I OF FRAME. TING i 1 F C R s ao ._may TRENCH DRAIN TOP h'EW,TArNK" ROOM MAT EXISTING TANK p EXISTING GONG EXIST. TRENCH •�"' 8 OF FRAME 56. 15 j R 5?:15 Roo FLK 5715 i I SLAB To REMAIN DRAIN TO REMAIN r --------- CRUSHING 1 PAD i 1 1 I I + 51.15 . III li' 111 II L. 111' I+i III-: I' 111_111 ' ,i-f III I It' ll VII ��!�I _ Ir III - - N X11 il' til -� l ill 111 " ' - I__r-' "I LI= 111 l - _ u: 111_ j_ I- _.I I EXISTING TIL_ IIS �Il:=fll � l III- iil '' -=111 -' i" 'II 'I lr 111 'I , ' 1--T1- ii III>II 1 I 11 I LIJ j l '- - - _.- _ _ \ _ FOUNDATION L. _. EXISTING Z I JI -I� III ''' III. II ISI III �I11- 1 IL- f'�-II vI:1�JL---+'-' I I `♦ i FOUNDATION WALL TO REMAIN > ' I :6111- 11 �I=1�1 11j li -.III 11(- 1 r �1. . illi )11 .11 L _ A WALL TO REMAIN IE + 52A 1 FILL TO BE,COIIAII D TO 4" \`♦ _ �� / 6" THK P.G. SLAB W/ x5 REBAR b 6" 0G EAGM NEW GONG. PIER AT � STRUCTURAL COL$ I I RELATIVE Ded51TY, GOMPAGTI'ON TO BE WAY (SET 2" OFF BOTT OF SLAB) SET ON ` V TESTED; PROVIDE GOMPACTION 'TE5T COMPACTED GRANULAR SOIL USE 4'000 1-51 F Pp1ORLT70 POTo URING OF BLAB ABOVETECT FOR CONCRETE 2 RIGID FON INSULATION 24' HORIZ. 4, VERT. E ATGH EXISOTINS 16 BUILD�IN SECTION .� �. =— SCALE: 114". _'T. -0,. " - .. os 2I• � sF• S � FIRE TREATED WOOD SHINGLES ON 1 X 5 LATH LL = u�. 1X8 RAKE BOARD W/SOLID a f uh• " g' Iz GROWN 4 5/4 X 8 FREIZE Q Ft• u a BOARD SINGLE GLAZED WOOD 'WINDOW W/ I X ,6 GAGING - mo I x 10 BOARD 4 BATT M E I TI SIDING WITH IX2 BATTENS F I G 2X10 016" RR I HURRPROVIDE REMOVE. EXISTING ROOFING - 8 A 510ATA ALL 9 51M. �� Of NI ON ROOF' BELOW - - - " I 1 I L # INTERIOR 5~� sill boy 2X4 WALL SET ON . , - WALLS TYP WALL. BEIAW BATT 'I LATKIO R-50 !\\ I"?/8 ^' i ♦ �� Ol �l 4 3/4" X If. T/8" L 1 PROVIDE Af i 2xb 6f6" W/ Ft-19 BATT NEW 15/4 X 1 LVL VL R/R Ln, ) H23A INSULATION EXPOSED ROOF ,I "-`-----L I EXISTING WALL TO RAFTERS 51 OOF RRLAF7ER�N CLIPS 0407 Ib I OJ N 0407 4 REMAIN - REMOVE ALL WALL ($14EAR I 1 TYPICAL Ib eXTfRIOR MATERIALS 1 ' Z- 011 ���� N 1 ' rXt© e ` UT UF'PC7RTTAIRERM TURACtiE i i ON 0/6'. pi°1rWo' NEA DECKECKED BY: 2X6 G,. 16' O;G, ����� I I �WEATHING i `\ ,'l ♦ NS 1/2"'GYP HIJ ® ALL 5 w/I/2." GYP BD "r ` 2 X 6 5711D5 1 NOTED O ISE T H CA= OI}EN' Ib" Or, WtAC IQ� I 42" MWD RAILING / \ . 1 5TlJRAGE� ' ' � t � I ( I r � 5/4" PLYWD Wer-L. 2 LAYtr925 gf5" BATT INWL t I, W/ HANDRAIL t I SEPTEME3EfR 24, 2004 t ($ Ty z "X I ! " PLYWOCACZ I I I I 16" SQUARE PEDESTAL FALx�f Ei�9OM MATCH TASTING .B�GHtRARp EA"SIDE FINISH 6" GONG. SLAB 1 LRAM ON 2 k 12 PTLAG1K i I RAMP I 1 w/ GONG. GAP 1/'4'� = 1 - n ELEVATION 5?,RO . . . (PLWAV MNkG.MROOM FLR I 1 1' ! NG. SL 1 1 2" H WD RAILING . FLR 4i ICN :„ 1 , X49 1. i l I6 O:G. b GO AB 1 SHEET ET TITLE 1°�, TING. 1 I 1 JOIST 1 KIIILE ING f-'IIr'mm n1 r tI 1' I -111- fl' 11.` III ,.. II `111' II Irl=III =lil i a /, 2 - 4X12 t=rt 6 l 1 ' SECTIONS R 19 BATY t _41 11-1 _ llff ll`11,Iji lL-i ' L11 11'Li"ILt=1111 _ill,rfll 11I�- it 61RDER (T1"P) IPOURED GONG' FDN r "B" n n WOW t WPILL (SEE DETAIL) v /� 2 X to F. I G �+ I I:' I I II IL �'I'I`lir'II -� I I I I ill=1 -pa; IG SLRH 1 z' 1 - i II 111 JII III 1r II .III 1� 1 1 T 'Il , llli EXISTING � 7"{J N8N1l�iIN - EA¢IBTiNG 2" THK RAT BLAB FWALL TOIOREMAIH -94- 86.40��,' . � '" LDAT1Ow, 1Y(IRE�MAIN I 10" DIA PILING I 4 i i SHEET NO: R 2" FON INSUL 2' HORIZ. BtJ.IWIN "O CT'ION 'r �1 ..._ 4 2' BFLOW ORA DF -VERT'♦ �- o FILL TO BE COMPACTED To COMPACTION (rI ♦ / v SCALE: 114" = T' -0'k RELATIVE DENSITY;COMPACTION TO HE tV' 13 o RESULTS O AARCHIIECTIDEArM APPROVAL o PRIOR TO POURING OF SLAB ABOVE N D 2x10 ON EXI5TIN6 BOOP WITH NEW ROOF RAPTERSON 2xIO REMOVE L'X45TIN6 BUILD NEW WALL ROOFING UNDER ON TOP OF NEW BOOP EXI5TIN6 �I � EXISTING HEADER EXIST I 6v CEILING JOISTS TO BE REPLACED 18 WITH NEW HEADER REPAIR FINISHES Z (5)2x12 ( PROVIDE NEW TEGOrl REQUIRED PROM EXI5TIN6 RAR TQ NEW CUPOLA 10 NEW UP5ET HEADER 2 EXISTING FASCIA AND 2 0 ■� --- = - — OVERHANG TO ISE REMOVED AT COVERED EXISTIN6 HALL EXIST .I TASTING AREA TASTI G 11 Aj NEW 'DSL DOOR EXI5TIN6 TILE ROOM Q b NEW COVERED FLOOR TO REMAIN �FQ / I A ISX26 5TL T,ASTI N6 ARE Z a BIN- SLK A5 ■ TOP OP STEEL BEAM _ _ —_ —_ _ _ = T _ ---EXIST. PL JOISTS. AND LVL BEAM T 01-7 W IBx4b T ► , W ■ Ioj 10 I � / � IT EXISTING GR?�WL SPARGE Z (Pf Q INdi E . , I RR Ib PI ILO 8 ui P 1 5' EXIST. FND AND "RAT SLAB" IL H I B A T E /3J = CAS D ' x 4 U 1- 2x8" STUDS ao I I 2 1 J W O I E A �' I2 2XV, STUDS a 1V Ib" O.G. ,\ lg� E , QE 44 T C L Tyi AAl 51 E I BUILDING SECTION "E" wimp ' SCALE: 318" = V-1)" I , X 0 WINK I I PLASHING NEW ROOF STRUCTURE W/ SAW �A A I IN TYPICAL XIncN' 2. /PLYAOoD 5Hl;ATHIAIeB, 4" RIDI6 TOP DP STEEL BEAM 1 `O: / �„ INSULATION 4 RUBBER MEMBRANE I (' ROOFING m Z. 1u Ica PROVIDE 1x6 TIG SHEATHING u, a �, r 12 � - _ — _ — � '_ _ � _ - �• FROM SAVE EDGE TO MINIMUM 2 -O INSIDE THE i E PIt w I� EXTERIOR WALL LINE AS PER # 41 6 fib" J PL SHI - 600E. (TYP.) 1\\ W p TOP OF BEAM _ \-NEW 1 5/4" X II �/S"LVL a IF• (5) 2x10 1 (5) xIQ BEYONI? EXISTIN EX!°05ED O PA L I . C' R �} EXPOSED ROOF RAf�TERS ��` y j, t PA IE- �� � I I �r�� QO P NEI� ❑��_��� EL Il BATT INSUL REMAIN FT�R5 TO ❑C ICIC�C�C�❑ _ I I � ❑ - �� � �� -1❑E1E=:= =L]EIF-1 71 1/2" GYP BOARD OVER PLYWOOD NEW R-Iq BATT BOTTOM OF BEAM ) 2x8 I (31)2x6 BEYOND NEW T/ASTIN6 RM INSUL AT 'EXIST. I I _SUPPORT A=A A WALL 1/2" GYP BD INT. FINISH EXIST. PLYWOOD tiE OF N),r . ST : �o PLYWOOD TO REMAIN +u F� p* 42" H WOOD RAILING I W SQ ,CASED COL I X 10' BOARD 4 SHEATH{N6 AT „ <y SEE DETAIL (5) 2X 6 BUILT UP POST BATT 51DIN6 EACH SIDE (SHEAR 18 I I CONT. TO (5) 2 X 10 WALL) E EXISTINsfiA 5/4 x 6 PTL TREADS df I HEADER ( ) R9 BATT INSUL TANK ROOM W/ I X PTL RISERS I NEW COVERED VERIFY TOTAL ORALE RISERS 5/4 X b PTL DECKING ` T ASTI Ne ,AREA 5'/4"PLYWOOD 5WBPLODR P o cT o.: 0407 K,rIN2x12 (PTL) DJ m Ib" 4 'I I DRAWN BY: UT TOP OP DECK I I I I I IL I HECKED Y: NS _ BERT I l 111 MBE 24, 2004 (2) 4x12 TREAlt� OfllbEpts GONG SAB SCALE: 318.. \\ \ \\ \\ �. \\ \\ \\ \ \\ \\ , �� \ \ \ \ \ \ \ • SHEETTITI!E: GRADE LINE \r\� r \/ \r 1 '/ \r\/ \r\r r \r\r /r\r�\/r\i/\/r\/r\r/\ \//\//\//\//\//\/r\//\ �i/\//\//\r/\//\/r\r/ / / (� / / / r / \/r\/r\/< BUILDING /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/, \/ \/ \r \ SECTION \ y fir\/`�✓\r\r\i\/ter \ri\/i\/\ r\ rr � / / r r / \ \\ \\\\\\\\\ //\\//\\fir\\\/\\/ \� j\\j\\\/\ Y \/\ D & E ri/ri/ �r� \!rr�ir�/r�ii i /ori\ri\ri ri\/i\/i\rr\!i\r/\,/i \i\ °� \ \� \i \i \\� \i \r \iii \i \r \i � �`r y \r C�\/ \,, \,, \r \r \/ \r � fir \/ \/ \r \r \/ \/ / r \/ \/ \r �i \i \i \i \ \ I ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , �\ \ri\ri\ri\j (r�!i\\/i\\ri\\ri\\ri\\rr\\/i r ri\ \'i\ \\!r\\rr\\/r\!/\r/\//\\// !r\\/r�\//\\!r\\//\\r/\\/!\\ir\\�r\\rr\\i/\\r�\\i/\\i/\\i/\\ir\\i/ rr ��//j rr\rrj/rj/r//rr rr/rr/ /rr \/r //\//\ /\//\//\ / //\ryr\/r\� �r\//\/r\//\rr\/r � !r\/ / rr/ SHEET NO: 10" CIA. SONO \\ \\ \\/i\\ �\/ \ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \ \ \/ \/ \ \ \ \ \ \ IN/ GONG. 561, L iV �r/ rr /d ` 1/ rr /r // rr �r rrrr /r r/ ✓/ r� r/ r/ r // r/ /r /r .�/ /r rr\; r/ //Y/, /r // \�r\//\ \//\/r\rr\/r\rr\r/\rr�// AT 2" BELOW FINISHED /\\ \\r\\I C/\\/\\r\\r\\/\\r\\r\\r\ \r\\/\\ l\\/\\/\\r\\r\\ r\\r\\/\\/\\/\� /\\r\\/ r\\ \\ /\\/\\r\\r\ / a GRADE. PROVIDE 6ALY. // \r \r/\r/\ \r/\r/\r/\ \ \r/\r/\//\r/\r/\r/\//� \r/\//\/�\//\yr\/r\//\ //\/r\//\rr\/r\ \ 114 POST BRACKET FASTENEDW/ 914" AWHOIq r\\/\\V /\\r\\/\\r\\r\\r\\r\\rr\\r\\/\\�\\�\\/\\�\ �\ �\ /.\x�'�!/BUILD I i�1'G SECTION "We EMBEDED IN GONG. (Tyr.) N SCALE 318• 1'-0' M m I I 5TRUGTURA+L RELY BY STS l Mot , . ., N F OPENINGS, � ' , : • 188-01 WAST MQNITAI H1,55HAAY,�.HAmf 'Td)N 5,AY� PfR � P�t�"t"��fil. Wt,I�p�f�RfE � r-00, W ALL OPI=NINC� QT C.T1OlV O I C N11�H 3-51 G ND 'AIND GUSTS PHONE 651 -72$ g4aO ( .MAXIMUM M A ROOF HEI47HT- 3 } *lam is �u n.»�P,L s 1's�? 'UPA 6Y ' _ fi � � M -. MON. _ A1*5 A5I MEI C � ' ,, - R�{illl 2 ime 4UTTER A \ - Lt7W H;�z ,R�a >=r 'IGTG? Y IN1 tJST f '17E516N ItA CdRnq T cru N'.T.S. cl P0R PANEL SPANS. O < 40 WIDE„ „�✓ - `�,''4REG'T di "„- 25/82” APA 5PAN-RATED'4&/24•"SHEATHI RADE PLYWOOD ��, H f�.ESGRI STI � D OPENINGS 4") - - (ovERLAR AROUND �aT le'a&N�` � ��a C7 M�4XIMU1`/I A55EMBLYi " _ i 1� mkad- ATTACHING 57RkiGTURALPAMEL: FASTEN TO BUILDI . / - ,f,RJN'I I' IR�T LE., •10x3" (I WASHERS) G,,ALVINIZED OR'STAINL{t59 STEEL " TANK FRU' I�Sr,F'�af� 4 1 . " WOOD SCREW C' 16" GCr�. � _ - " � � �dIMP80N H,15A IGAN¢ - � � � � DECKS 1An:1I er, 1...1,.. ALTERNATIVE FASTENER FOR 5HITTER TO BUILDING: _ - GLI NAII;ED: *10 TEE NUTSATTACKTO'BLDG. w/ *11OxI-1/2 ( Al AA5HER5' _ . ::: T 'NF..*- = . . t{AN1� �QQM i�1 DITION:, x;' +67 5F 'Y4IhlI7 ,91°ELi qSibhl MACHINE BOLT a 12" O.G. 5 pd NAILS " / I' 5E � t:i h` ,- TE� '- CRUSHI NCS PAP: 4,124 5F AEATHMI-N& - SMI A.+s►,�p-ewlacn ro C�UTDQQR DC 4 7Q" rR05T, 41NE, i!? IpTH = 6" e,7tTP.Nv' rep OF raPI_. '. IpE4"p 1TON " PLATa 40IMS aF ALL Tll`F►E OF .CON'S9TRUC DE MITE LIEa�ERATE TCJ MEAVY r+ TION - HT GQNS NAL FRA AOOv ICE NT REauiII - CONVENTIONAL HIE�.t� -uN17 - _ E TiRUCJ`TI ' - P1= V LTIPLE SECTION ASSEMBLY: I� 1/4" THICK BOLTS a, Z CC - _ ' ENERAIL N ES P. AL.L WORK MATERIAE,) D EAUIPMENT SHALL'BE IN IB. SEWAGE DI51°O�qL SYSTEM AND FRESH WATER, PLY I� ACCORDANCE WITH NEW YORK STATE 1PORM SHALL BE PESIdNEP AND BUILT IN ACCORDANCE y 1� WIL:DNtri CODE, A THE NEW YORK STATE t�GY WITH 7wE SUFFOLK COUNTY oerARTMENT 0P HEALTH. G LASER'ATI DE A LOCAL. AUTHORITIES,d Y G . AND E€+ w I 1 14. THIS TU A DESIGNED 2. ALL GO r1 L1 5T0 AGGREGATE WITH A ACCORDANCE AITH THE NIEA YORK STAT F_NERSY NGRE . NE - y�ppp �p� � CONSERVATION GORE. ® Y *9oT'eOM. 8. DLL LA7M8 SHA 09 GRADE STAMPED DOUeiLA5 F'IR- 15. ENGINEER, TO;-,BE NOTIFIED IN WRIT.ING -Or A:LL P51 O I f LARCH' ¢TUR,AL'GRADE 02 OR 3987'IIER• _ G+iANd>~5.PRiYJR TO AND I+n11R1N o GdNStRUc TtbN. _ -4. . DOU6LEHE°ADER5,AND TRIMMERS AT' ALL 16. EL GTitICAI AND h,!IEMfANIj,,;ehL,GOMPONIV'C5 TO BE SHUTTER � T p /� �•�+ p x o DICT IED'AND SAEtiIP(QD $Y QTHS I7V7 1 E11 M 1�? M'fi7L 5rws�u, oL. 1 PO AYE ToP °-T /M>Q FLGOR OP ENIN I POSTS AND PARALLEL N.T.S. - , " TIONS yfGEP'I' AS NOTED OM.PJpt,A'IMIN6, 1'I, ' AJ;,L *a'TRiJGTIRI ST1;.EI. TO 'A ZTM-rM,M6„pVITH`ONE 6RI3I$11Wdi TO BE PROVIDEP II IR ALL JPJST5'' AND GOAT k' ?CY-PAIhfT. . ALfr 1;f�f�N�Lfi TO � ?STM FOR PANEL SPANS:* OR WIDER SPAN - t�1.00RBEAMS.� OoAE1NG,NOT TO E`XG�°q &:d'PT. D.1AM sk�R`.' ,� TS AND 29/32 APA SPAN-RATED 4$f24 SHEATHING GROVE PLYWOOD 6. . ALL DiMEh1S ONS AND FADE CONDiTIONE TO BE 8. INSURANCE hIE1 11 GE'S$A 7YOBTO IPNNtQ SGT T IENB+II R M JNP 9,ILL. - Aa NAILS LAK RUGTIONG R� OF K A'ITlE*I STARTC5, THIS (OVERLAP AROUND OPENINGS'-4') - - - Ntz(+P + NAIL P ANP. - 2x4 STRONG'-BACKS a 24” oG '• " :Ar ANCHoR smt r FOUNDATION HAS BEEN DESIGNED .POR A SOIL, Iq. DO. NOT '5ACnKPILL Ab.IrINST:. PGUNI�?ATION ;!ALTS . ASSEMBLY: INtT TSF AND GRAD : UMtiLLOElR Sr$a 1Mr INS(t ALLA«MQN i5`cdMpL2 ��� :, iYywBH r LESS TIf/hhk 5d5C0NP1#IAGTF SHAiLL VL°R1�"?,.•ttiAT, O. YID G ' Mo RIDE" . P15r ON E . LCL „ , . TSE AIJL,'FILL.�. 'BENEAcYHr 2 PRQ• AkBON NQ Ai PIS 1). RREASSEMBLE PLYWOOD TO 2x4'5: 0 10x5' (w/ AASHER5) GALVI,NIZED OR • -' - I!'IE'r`M, eTrt�P r Cf7NPITION5'AiR15 MET. — . - =- CONCRETE SLABS TO Be.:� CpN%f�AG`TEt71 TO' 015AS� �+{vEI�FIT•(' 10 A►aPLiC )i, POSITIaaN;NEAIQ,�C STAINLESS STEEL WOOD 3GREW i 12' O.G. ., , - IL 6hR:ArHtN�s-pro' p5 ' ; ', ', � ' EN � IN A{pLE 2), AT STRUCTURAL PANS: FA5T1'.N TO, WILDING KI � _, ` " NAu.'9s.,4^�0- � �LI�1'IV'E'.DEN5ITY. ' FROM FfQ(d� 70 �.TTA�if '6'. '1'�kCa1= Al4�A, "�:• .,, ALVANI ? OR GTAIKL;s STEEL ., ` r. - - "- - WOOD BCrIlM 1 " 1. ALL 'HEAP 25 6�0 PT IN L EN6TH 21. SMOKE,gE1ECT4¢R °R a4+++ I IN EACrH,BEDROONt AIIC? it #IQxs (w/MIASWERS) 8� 2 . ISR 51w rTw. alPpgi 'FEC+ BY,P I6LE UPRfbHTS.'°hA',��R TO BE ND OVER _ ONt''AI LEvE4 O� DY 4W6 AS REdUiFOR l�i°D'�Y REQ! _ TE EIJILVIIIIiIIS CONE. 9TEE,-NUTSNEA TO Bl.,D6.' wl 'Okl 1/2DC'iNl WP5HER5) ,�.;e rouNVAnaN vWs. „ x ��„ " M NIMUNYOFE2+2lrb..mR A6 $M04 ofiLL O`G9RA�WIN5 W. NANY ALTERATION, REF'pIR, ADDITION OR pR G4NVERSION TO , •OR0g �/► GLA � ,fit P°Roes16N. - •'r-•eHfa�aAD,i • 6. i�TiON5mp5T0PPING AT ALL 4vat. AN EXISTING mwNs PIWQUAtINIs A DIGIN � w•• WINDOWS � VLA7ED OP'ENINiJ � � 6a PERMIT T L IN THE G PROVIVE FLASHING, AT ALL ROOF BREAKS, BE UPGRADED, 4 PROTECT p 15 RERUIRED FOR ALL GLA= AREAS. ' el IMN 'i"5, SKirLI6HtS; EXTERIOR DOOMS, WINDOWS INTERCONNECTED SMOKE ALARMS. • w� IN"ACCORDANCE WITH LAIR" MISSILE TEST OF ND DEGKe, ETC-� 25, THE NYS CODES AL50 APPLY To ACCESSORY 44 I' • �tz ' A5TM'E 1g9b AND OF ASTM &8b., or. CONTRACTOR MAY USE WOOD. STRUCTURAL PANELS STRUCTURE DESIGN. �` • u IN LIEU OF THE ABOVE MENTIONED WINOOWS ,�„ �:r �n IO. - NOT SCALE DRAWINGS. PANELS TO BE pPR�/E�pC�UT TO FIT. OVER A NDOWS WITH HQI,11 �O'WN ' W CC)N�I CTI�N µARDWARE � Vy FpBTENER5 TO DESI6WIP TO C'RI' IC`AL LOA P � '�W --- Ii.; A , TEGT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE D00R5 TO BE RATED FOR 120 MPH. WIND OAP ALIGN WITH WINDO J G�IcC' r4 HEA + SILL PLATE. SHALL COMPLY W ..C. „� POR INSPECTION OR SUPERVISION OP PANELS TO BE MAINTAINED ON el-11E. THIS G _ STRUGTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LO ZONING ANT? BUILDING CODE COMPLIANCE SHALL BE THE 9ESPON5I5ILITY OP THE CONTTRAGTOR. - �1E'�OF Nrk ST �p 1:�NG SCHEDULE FRAMING , TES � i 1 _ 17953 4~ "TAKEN FROM 2001EDITION WOOD FRAME CONSTRUCTION'MANUAL, AMERICAN FOREST 1. � ALL' FRAMING L SHAT- BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d OF 4" 41PAPERASSOCIATION 'DOUGLA�6 "FIR-LARCH 'STRUC'iU GRADE No. 2 OR O.c. •EXTERIOR EDSM5 ,AND b d 0 12" o.c. v BeTTER. INTERMEDIATE, ' ���, Saw FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2, ALL,5HEATHINS TO; BE APA RATED, E OSURE 1, 5/8" r h - MIN. THICKNESS OR AS NOTED'. II. ALL INTERIOR AND FINISHES,A 5, FLASHING 0407 OP PLATE 9-8d (TOE NAI AND WAT'ERPROOFIN6�SHALL BE B1' ARCHITECT. a cIo ° GIEILIN6 JOIST/TO 3-Bd (TOE NAILED) 5. ALL 5UBFLOORIN6 TO.¢E APA RATED STU -1-FLOOR, CEILING JOI5T`/PARALLEL RAFTER -7-Ibd (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL ED 6 OF 12. ALL ROOF RAFTERS SHALL. BE ATTACHED TO THE PLATE UT CIEILING JOI5T.LAPS OVER PARTITION 'I-Ibd-(PAGE NAILED) PLYWOOD TO BE 5ET ON SOLID 5LOCKIN4. 6L AND AND STUD WITH GALVANIZED HURRICANE TYPE cHec ®-av COLLAR TIE/RAFTER 2-84 (ea. and 1-1/4" strap) NAIL PLYWOOD SUSPLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR � NS GABLE Ro°P5 BLOGKIN6lf2AFTER 2-80 (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE 'HURRICANE o R � 5A. BOARD/ArTER 2-Ibis (END NAILED) 4. ALL HEADERS b'-O" AND OVER SHALL BE 5UPR0 D CLIPS AT ALL 'PERIMETER JOIST TO GIRDER DAM RIITOP PLARWRA PLATE, 2-16d,(r-AI NAILED) WITH DOUBLE URRI�HTT3, 9'-O" ANP, OVER WITH CONNECTIONS. SEPTEMElER 24, 2004 TRIPLE UPRIGHTS. ALL HEADER$ 5HALL B : A o .TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) MINIMUM OF 2-2X& OR AS SHOWN ON DRAWING. 15. ALL PRE-EN61NMRED LUMBER SHALL BE GEORGIA h 5•TUD/STUD 2-I6d (FACE'NAILED) S. SOLID BLOCKING 5HALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAM5 AND LVL NOT TO SCALE HEAOER/HEADER Ibd (FACE NAILED) AND FLOOR BEAMS AS PER N,�'.5, CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/5TL ; 2-Ibd (END NAILED) ® 8'-O" Q.G. MIN. PROVIDE 2" SPACE FOR AIR sHeer raT�e: HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 100 a k45° BOTTOM PLATE/FLOOR J015t 2-16d (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o c JpI5T151LL, TOP PLATE or GIRDER 4-8d (TOE NAILED) b. DOUBLE FRAMING AROUND ALL OPENINGS ( okylight5, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRI' BIRID61N6/JOIST 2-ed (TOE NAILED) JCTURAL BILOGKINW-101ST 2-8d (TOE NAILED) stairs etc, OR A5 NOTED ON DRAWINGS: BEARING POINTS JOIST ATA MINIMUM. A SINGLE LO GABLE ROOFS SLOGKIN¢/SILL PrTOP PLATE 5-ibd'(TOE NAILED) LVL RIM JOIST 5HALL BE REQUIRED E FLOOR NOTI�S 0 O Io° a 1,45 ° LEDGER STRIP/BEAM 51 (PAGE NAILED) �• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF IO < o (50 PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS '5HALL BE A5 PER MANUFACTURERS DETAILS JOIST ON LEDGER/BEAM S-8d (TOE NAILED) - PriOVIDE Ed rONIrION NAILS s 4' 0.6. BIAND -1015T/.JOIST 5-166 (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PREINTERIOR FORe ZONE - R O.G. PILYWOOD ROOF DECKING , 8d m4 HIP AT HISH OR PORTIONS OF ROOF - T(P. BAND JO15T/SILL or TOP PLATE 2-16d'�(TOE NAILED) s8 O G FIELD W�H RATED11 PPRtl VANIZED METAL CONNECTORS BY 14. ALL MUL PLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. ANI O PLYWOOD AAL LSHE THING NG 6d'e4©G EEDGE5, GO" O.G.FIELD � 1�1 5C�ULE' 5HALL BE A5 PER THE N.Y.$.ED EOUAL. TIS OR MACHINE BOLTS � 12 O.G.. e SBO STRIP SHEATHING 8 sxeerNo: " PROVIDE Sd NAILS O 4" Or. AT PERIMETER INTERIOR - AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING AN INSTRUMENT PREPARED TO �� PORTIONS OP PANELS IN HI6H PlIM56 f� ZONES. FACILITATE CONS CTION AND 5HALL NOT BE NOTE . a 4 FT. IN ALL oA5E5 SHALL RECEIVE 5-tOD NAILS AT SILL AND PLATE. 2 COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A G ' "TRACT BETWEEN BUILDER AND a OWNER. g O m - 2�, T HK,Pke CAST 42' H 1'R74 L NS V I I 42'' H MOD ALTERNATE SEE SPECS GAP 21 . 50 ATH Xs 4P05T5. RAILINS 4' rows FOR ALL PIERSOVERHANG NV 5MOO; HLG3CATE &VNTe.K L•II FINISH OF'RA IUNiS AND '005T i�iT .GEN'�RLINI�„OP £S�a ' : MATCH DETAIL RA141NrwwYONpVIVTHK M0 ,0 AROUND, AND 0M �O7 PLCOVERED hfIN6METAL AlisE � ATTACH RAILINS TO GONG z AREA OLK 5/4'x'6 PTL 44 1/411 q I/4” DECKING 5/4 X 4 PTLullL. DEGKINS > �,; ,� � OONG $�, rbNiT�l4.��►!F ALfEIWF= ' T RvEG BIDAS R _ i SKIRT BOAR7 Ix SKIRT BOARD W/ GONt: TYP' H L � ISIS CRUSHIN& PAD . } 01%ERHANS BMINp OVERHANS y� MCK�JOI'STS �/: 1� VI LSE JC31raT5 " � � GR{7SHIN6r �AD '` • - - - B4 OGKIN6 ? d '' ;'• + • 'OP PILES GONG RAND' 4 X 12 ATTACHED . , d - 4 #4 ft-5AKS PEWPIER E�YONp + USH GONG TO GONG. PVN - I I I ' • '' EXTEND THRO, � � • ', " • - ' - - � - ,•• • SLAB TO PIER 4xI -- -- - - - - - A77- > A.TTAGHeDRAMP BEYONVTO GONG feFJN. - FOR RESAR ANS CONE — - - - PND INF=O SEE DETAIL 5 . y I1I Rpt ICOR : :. AND GONG; FOR RWAR AND j• ',' - -- 'Fv INFO CONE PND Iwo V IL 'g SEE DETAIL 5 4 A . EDESTAL SQA — I^ )0, ETA,!lL CAI„ : 1 I -0" ¢ SCALE: 1 4" RIS1Ii INSULATION EXIST 2 X IZ, RASTER 11F.011f'REPi�rE9 IMIAILIt"k5. # '1CAS m 6" GONG -SLAB' 4R Q1* M ANP, BOOP W ,i�z M SPEC.S�i 4VI' METAL P05T .EASE WITH 15/4 X I I' "i/B RAFTER ANOHOR BOLT TO SLAM l0 16 / G. +_r MW +/i •_'� ,t , + 148 HOOK- W4)9 EXT'EN67.'REBAK INTO °q OD e ,Ii 40 STL PIPE FF GOL TYPICAL S1 ,.Mt41 ��L• I _ .� d � .. _ n�l I UL OF ST 5XNVWICH POST BETAMN BUIIIJ UP ,S - ;xb. , 1/4 >EXtST. 13TUS7,YNA+LL -- - - ' f�6 xZ 5TL PC WLZ xl2 ' � ' # OPYV%1�O5T CLAMPS TOI° � T _ _ - RAD'€ DRILLINTOEXIST. FON I SIM�N AORYLI )4Y{r A I P<75. /a, TOP I I � #4 6 OG J� I G T11r5 �f E � (2) 5/4" SAL MB - - -- _ 6 46ROUT 50LID NEW, b 04*46. SL I EXIST. GONG SLAG T 0407 _ 5/4 X,* lai1. ' DECKINi5 -� - — I 'REINPOIiGE©'AATERPROOP D ' 1 3000 PSI' GONG 'RETAININ�*i L,44!' Vz UT '. — — '. #4'. I Z. A r WALL W/ 2 HOR AND i►.4 2 X 12 PTL ® 12" VERT. I6" A CHECKED BA : NS `o DECK JOISTS i DAT #4 RESAR 6 6" OG' ' SEPTEMBER 24, 20D4 'z 6" 40ROUT SOLIP _ y _ 9'4° GAL MB PER PILE 311 6'P { '� • EXI5TIN5 PDN - SHEET TITLE: 11 a ;,. wIT�hA 1TEcr DETAILS HT ►^V 6 K M FULL (2) 4x1 TREATED SIRVIRS, in � T t „, : 4'S' REBAR 13JL ; 'v s• iHT YV 6" HOOK 'ry 7 ' a -' #3,REE3AR'EA WAY ' '#' # �' REINPORGEP GChNG. 10" DIA PILINS Q d '; d ; POOTI'rlS W7 T, NO E: 'PC9�+E'AL7ITIG:INAL 4 ,IR IZ OZ. ANI. 5M�F 24 24" , INFO 'of FOUNDATION PLAN SHEET S NO: GGiNT. E _ , SHEET S. DETAIL at TIM�B R PtL &. P T � i FA LLD T, L mcT 4 L TAL PI1 AI`fi. atM 1'-0" •� � Q., o RUBBER MEMBRANE ROOFING ON 9'4'X18"x50" BASE PL H 1"x24" AB HOOK TYPICAL 4" THK RI&IV INSULATION ON 5/8" PLYWD SHEATHING ON RR I '-O' 2 -O 2'-O" Pil PROVIDE H2.5A HURRICANE CLIPS -- - -- _ (6) I" DIA AS I X 6 FASCIA W 5/4' PLYWOOD TYPICAL SOFFIT E 6 ALUM GUTTER Ir 2 — — I / I p I �/ �` I - DRILL A" DIA HOLES 2X BLK'S 1 L — — I '-C.�" 1 OOF5/4" RAFTERS I P A— IOxIOx%" STL TUBE L -- _ _ 3✓4 �4'xIa"x5O" BASE PL z I X 10 BOARD E BATT 2xb STUDS a 16" 10" DIA SIDING ON %" PLYWD SHEATHING n u KIR-111 BATT I -E' I ^O I -O I -6 PELIN& BELOW Q �� INSULATION SEE TYPICAL STRAPPING TANK ROOM COLUMN PEDESTAL PLAN STEEL COLUMN DETAIL a LU SHEET i15 GRUSHINC� ___ SCALE: 1" = i'-0" �* EXPANSION JOINT W Q PAD - -- WITH PREMOLDED PROVIDE FLA5HIN(S 18 UP — JOINT FILLER AND �I0xl0x%,, STL TUBE SEALANT O „ 9'4 xIb x50 BASE PL BUILDIN& FACE STEEL COLUMN SEE — b" THK P.G. SLAB W/ #5 RE ® I" &ROUT BASE 6" OG EACH WAY (SET 2" OFF SHEET � -O �I GROUT BASE DETAIL I E 6 THIS �� �� �� � BOTT OF SLAB) SET ON b" GONG 5148 _ W/6x6 #4•/�►4' REBAR COMPACTED GRANULAR SOIL USE -) 4000 PSI CONCRETE " ; '1 " •' GRADE ° • • •; GRADS •�.•� � • • ;.t •' p y ", i . � '• .. CSU ., , J . •d' •� . • •' i EP •; ° • �e •4 . ° � a ' •. o • ` 0 2 *5RE5AR5 ® 12" 2 - �5 BAR •'' f ' "'�'• ' 2 #5 REBARS 0 f2" ° ' OG W/ b" HOOK . ' �e• OG Al 6" HOOK . . COMPACTED COMPACTED &RANULAR MATERIAL : '•M ' 4' GRANULAR MATERIAL y, .• i 'a t •d .' /� � . • ,. ..1 � ' � i, , , i+� ° � ° ' , '';• . .' °, �POURED POURED 2 THK RIGID PDN Z I • ' • GONG. PIER _ • ,� " ' "•' .•. w '.. GONG. PIER • INSUL 24" HORIZ m VERT. _ ; ; m z . N s POURED GONG. ;, %�.. m d " ., • ! w POURED GONG. d ti r FT& 4 . / FTG t(1 y e: , • •,•° • ••.+'• :' • .. •,• . ., .: ° , • . . / ° ,,� . � 12 OG EA WAY W •Wp� 3 - #5 REBAR °; • 'a #5 KEBABS ® , • ' •, '' ' p M. r' e'' 12" OG EA WAY w .?�z" 41 ;� .t1 . . • 'Q .• e• Yt' . t .•• F' •, �.• _Id '+ • W •4�p .� •. .2'-Qn —'� -I ` j'. . � , 'Ab �•• .° ' : ° 1 .•.• ` , ' ' . . _ �' • � A •• �i., � QF- t NIO- n i XTERIOR WALL AT TANK ROOM 10" DIA PILINS C5:)-s'—c —. �'1" = 1 '-0" TIMBER PILE q ' .()° SSE OE MXyI ST IX TRIM 017953-1 y" IOXIOXV STL TUBE COLUMN PEDESTAL SECTION COLUMN PEDESTAL SECTION CT NO: 4 � 0407 SCALE: i" = 1'-0" SCALE: V = i'-0" DRAwN 5/4 X6 PTL DECKING UT CHECKEDEly: NS DATE: SEPTEMBEIk 24, 2004 1 SCALE: V_0.. SHEET TITLE: DETAILS gx4x>6" STL ANGLES (2)9'4' SAL MB TYP 8" LON& IOXIOXV STL TUBE I/4 SHEET NO: METAL BRACKETS AT STEEL COLUMN 17 SCALE: 1" = 1'-0" -151 .611 RiOUND COPPER WOOD PJi RAILING. 42" H WOOD RAILING 4 °t-' F.IALL-PRQh/IIaE (SEE DETAIL M5 THIS SHEET) PO5T5 1 d4TE 1GENTERLJNE 04WV i�INS LINE G RAILING AIS PtaST AT INTO SOIL TMc.E{ EI¢1 INE of PILES BLLOw . .3x10 ROOF RAFT1 YV CURVE OUT OUT FOR PROVIDE KIN�+i FOR .,fir ROOPIFs-pN'NPAPS + "GENTE+RS " 5/4" X 6 PTL 411 "V4 ROF JCIPOLA ROOF Q �ri�ll D>lGI41N6 �„ _ JIM I RIM 1 t 6F.D IN 5/4"5/4" X 6' PTL DEGKIN6, 20 OZ. COPPER ROOF YN/ � � � D TYPICAL ON 2 X 12 2 4 GREEN PATINA FINISH � 4 L� 'PTL DECK .JOISTS 1x4 FAStGA I Jill ;fx6 � H HDR W<Ix TRIM -JOISTSa I6KIIOG Ix SKIRT BOARD ! FI00 5EADED COVE i low 5/4" THK 516N BOARD am Ix SKIRT BOARD 1E `t A, I/4" THK GLASS WINDOW W (2)4x12 61RDER 3x4 PTL FRAME Z u (2)4x12 GIRDER BEYOND � 2x4 PTL FRAME jy2 ." " x 1/4" TRIM LLI l� t 61'75 EXTERIOR '3x9 PTL FRAME NAILER" TO PIJ�IN6 A�IVT� AT INT -W IATE Zx9 MWo TYP. 2x4 PTL FRAME NAILED TO M APPLIED TRASAL PILING AND AT INTERMEDIATE VERTICAL. LOCATION FI�iA VERTICAL LOCATION BETWEEN LATTICE PANEL NAILED TO 6ETWEON PILIN66 SEALANT PILIN65 PERIMETER PTL FRAME EIETYEN 2x9 SILL PTL LATTICE .PAML 'NtAILSD 2X4,' PTL FRAMEF404 SIL L 2X4 PTL "FRAME PILIN6 5EYOND TC.�,;P II `I t " #'K�75F PILES `t (2) 2x4 PLATE BETWEEN PILES GRADE U ON 2x$ F'RAMINrp 9/A" TNI SIGN BOA T EL ATIC7N �I TION FL�iSHING,all ROOF J Ei�o t Y 1ilp,liW J .V=�`,R Pli !JIVE OPENING IN SP ROOF POR VENTILATION w •� ' uJ w NOTE: FORS ADDITIONAL INFORMATION a DETAIL at at _ , .. �+ �L��E of DICK D��'AIL at �DG� of DLCI�C SEE EXIST SCALE: 1" = 1%0" SCALE:: I - 1 -0 C LA L ' ATI 3N SECTION 1ON SCALE;' 1,:'� �.�.. �I�EOS NF��PA 6" WIDE TRENCH DRAIN ; "ZURIN Z-664" * i REINFORCED 611 W. CEDAR' POST CAP, p Z. CONCRETE' 5LA>3 ED —2>6 CEDAR TOP RAIL1E yes X0 .11/4014 TOP `I 4x4 FOOT MID $PAN TO UN i#�U OP GAP ' RAIL. 407 PAINTED A$ PEx, SPEG'S. SEE FLOOR PLANS PITCH DOWN PITCH DOWN FOR TOP O FRA UT i KS ELEV AT TRENCH _ ^��, E 4X4 P.T.L. POST CASED IN IX mcKw 9T. S DRAINS � � CEDAR Q ' m SEPTEMBER 24,= 2x2 P.TI . SAL.USTLIR a 4" DIA DRAIN PIPE SPACINI9 SHOWN TIED TO 6" DIA TRUNK THICKENED, SLAB AT SHEETT, E LINE TO LEECHING 21_011 TRENCH DRAIN 12" THICK 2x4 P.T.L. TOP ! &7TTOM DETAILS; POOL SEE SITE PLAN 24" WIDE TYPICAL r RAIL 4 TRENCH DRAIN DETAIL 411 SCALE: �j TYI�ICAL RA�.L,I,�I1I TII/ D��A��L SNEF.TNO. 18 8 ' STEEL OM GAMP IN �M! _ I X BAR 2x e.Agm IN I X =AM AT TOP EXPOSED IRAPTEIl6 # BOTTOM' STAINLESS STL 2X2 LAMfol! fwAt4IllL C9rO!lN I R�7P # B�KSPLASN 0/4" P1.YWP P. PANEL - 2 X 4 STUMS 0 16 OG IG W/ 014 " 4,00Aft IPL- 046-AT EA414 SIDE I X SHOO AT JA000 141H ' 14 lov MA SIC* OP � 54 K A co kill 40 � PANEL � N O QgTAIL AT TASTING BARIC. SCAM. 1" = 1''-A" Ix IG WV'GANTE;p' E161,° CXPO�SP RrAPTt1l5 +R( n —1 X' 2 BATTENS I STAINL ft STEEL GGUNTERTQP'"AND. 6" DAGKSPLASH 11 t T I i uT 2 X 2 CLEATS 14,! G, U -- S 514 PLYWP PANEL /4 X I 2X6PTw WALL.WITH 5/8" b ' S AI SIT I X SHOE AT PLYWOOD # IX iO' 640 SH, " EA SIDL or CECIIR l�OA1Rg5 PANEL WOOD ©COKINO ET � �. SCALE: 1" = 1 -0" INT>ERI�R ELEVATIG` f AT' C VEREQ TASTING AREA W SCALE; 31W' = V-0" 2 W• '� 'F W• ate• � $ TASTING ROOM,SUPPORT ORT AREA STAINLESS STEEL tE Of NFA SINK .�{ . sT. F r � IDI i � di, y abrr'}��'vfl t ���."i, k �a�'. •f'1'f0 /1 � mv Y PLYWOOD P X IP / I,MII'ty5 A/—/ ' / 'WV �rA'F#'p 2 !4 4 STUJ�, � � ; ' P14�5`I�Mi��1'"s9�ly � � G � pyo TNo.: �O4o7 EdUAL O_ .G. PIM (9YP) PANEL W i*10AK 14 - PLYk�9C1C7: I, �I, '; 114 TA S DRAWN BY: UT v4diilT''7 - ,p STAINLESS STL, # T CHECKED BY: NS G&7umt"TQP h` 'YIA .1 AT BOTH LE eLs - - , IN I :1 X - 'L Ic - . DATE: r�, s S PTEM E 24 2004 �". fl'. 0nrf � rt%8 7 `,y F� S AUE �. ��se ,+.a' ✓ .i; ' s �,a, ' t t t,.. t z t- . rt�m •y �� `C:v ✓ 1 `y"I'''' ' r r'�y .r. e — 318" 11.01, i� 7 qq{{ t tG — ,•. tir r n2". `e p .f' f !` 1 1 ' �' r } '`�i "4 1 (� _ n � w nr � , ,P,w , p _ �� ; , �r " '�� ? ix� � �:• a _ SHEET TITLE: 1 r .,,, MS..�„n ..� �n �y✓ 1 F „':�J , y pr`4�. b:r��, �'.- ' rd P TASTINGP .r�" ",p-r .n�ahf.;r�S'�;. . d Q. . Pt`�Gt�✓r. 'W''. " .y v'e .� h4h. "s" ,it . _ 7. . �r " ,.dM°`+ � �. � BAR Soo" srr° iK DETAILS PARTIAL ELEVA.TLJON AT TASTING BAR SHEET NO: SCALE: 31 1'-0" PARTIAL PLAN AT TASTING BAR ° SCALE: 3/8.. 1'-0" • N U p .. Ci _ - EXISTING ROOT° RAFTERS TO REMAIN EXISTING ROOF (TYPICAL IN EXIST. RAFTERS TO RL'MAIN � —EXISTING ePTO —� TANK ROOM) R (TYPICAL IN EXIST. EM 50ARD O TANK ROAM) REMAIN EXIT. IM WD TR i 12 IRS a WINDOWS n a 36" H STAINLESS Q Ex ATGONG RIL aul LU INTERIOR ELEVATION "A" at TANK ROOM LU z uj 4 2 LAYER S/ TYPE "X" ui U GYP BD (W.RJ - THIS WALL ONLY i V NEW ROOF RAFTERS 1/2" 'PLYWOOD AT NEW STUD WALLS, - ---^ - - — RLL.00ATED O.H. DOOR / \ W 1_X 4 CASINO — ___--- FLUSH MTL DOOR FLUSH MTL DOOR ---- -----.—.-- ------ \ Al IX4 TRIM (TYP.) W/ IX4TRIM (TYPJ \. / W -p 3 a �• 5 a rn rn INTERIOR ELEVATION "B" at TANK ROOM SCALE: 318=1'-0" �'tE OF N;r A ei S017 T�y�t ' D EXISTING PLYWOOD PANELS ,0407 NEVy �¢ RAFTERS TO REMAIN .IN EXIST. TANK ROOM EXISTING ROOF RAPTORS T6 REMAIN DRAWN Bv: UT (TYPICAL IN EXIST. / \ TANKROOM), } CHECKED BYry NS Z LAYERS ON 0 oyfa, av ryoft ,X° DATE': SEPEMBER 2 , 4004 AT THIS.WALL' 4NL"e 3CAt.E: / I I W.R. 6" 5P' AT TOP SHEET TITLE:ara" = h'-0^ U LAYER" AYER \ wI IX+F eLN1 I ELEVATINTERIONS IR TRIM EXIST, MTL DOOR C \ % AT TAl;K ROOM SHEET NO: INTERtOR ELEVATION "C" at TANK ROOM SCALE. 140120H G N N • G O O N 0 EXISTINO ZX RAFTER NEW ROOF RAFTERS EXISTINS PLYWOOD PANELS TO REMAIN IN, EXIST. TANK ROOMEXIST ' W/ z LAYER 5/0" TYPE "x" KAPT N5 ROOF 6YP .BD 'W.R AT TOP LAYM NN Pl,YWOGD AT RY10laA 3 TO REMAIN NEW STUD WAI.L5 (TYPIGAL 'IN EXIST. TANK R©OM) 1 � F - — 1 V XX \ \ _" / ft" H STAINLESS PLUSH MTI: P.0429 IIa \ , STEEL HANDRAIL W IX4 TRIM (T"* ' \ . \ " 106 AT GONG. RAMP 107'I I 109\ U A W \ NEW PLYAOOD ---� -3 \ AT INRILLW OPENINS \ LL - -- - F 5 Lop z INTERIOR ELEVATION "D " at TANK_ ROOMuj 0 NEW RAFTERS NEW ROOF RAFTERS �• � u NEW ROOF RAFTERS V 69,1", E3p \--WZ LAYER 5/6 TMft "VMT. lea ,; 1M P. !!m `• SYP 50 !I}Illgy FLUSH AP DOOR J!V/ IX4 TI IM (Tyr) W/ IX4 TRIM M*r) I OFON TO — \ \ `� a i WacD�ao©R � �• >; STOR. / \ - AIeEA I 1t,6 / 5 YW \ IX4 TRIM W �• Is ESh!fONO BFAGE w• ',„ w 10Z - --- ---- —. - FLUSH MOO W1 IX4 TRIM DRM lTYPa $ P Fr r2 W• 8 IX 4 BASE BOARD / / \ / IX 4 BASE BOARD n^u nDn OF NEW TASTING ROOM SUPPORT AREA ELEVATIONS- OR AI OLIAI.LCA�4N TO y�; OR APPLIANCE'S - NGT SAC E: 3/8"= V-0" - -- --- -- ------- -- IN CONTRACT 017953 fqF A PR T NO.: 0407 1 X 4 TRIM I& NS CHECKED9Y: N$ \ 2 LAYERS 5/o„ TYPE A ql` •' ;A1W. yT.� •'� SEPTEMBER 245004 \ "X" BOARD rC,IMI ; nin SCALE: 318" = 1' 0•' •' 107 \ SHEET TITLE: INTERIG R / ELEVATIONS AT TANK X4 BASS ROOM 50APO (T'A'I') & , ' _ -- -- -- -- -- T.R. SUPPORT VI /+` 4 SHEET NO: NEW STORAGE RM ELEVATIONS 211 N c N m _ \ N M n