Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
37197-Z
�UFFp(,f Town of Southold Annex 4/11/2013 P.O.Box 1179 co54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36195 Date: 4/11/2013 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 39750 CR 48, Southold, SCTM#: 473889 Sec/Block/Lot: 59.40-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/27/2012 pursuant to which Building Permit No. 37197 dated 5/7/2012 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: addition and alteration to an existing wWery building as applied for. The certificate is issued to Threshold Blue LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37197 9/10/12 PLUMBERS CERTIFICATION DATED 2/15/13 Geor e Berry jr A sized igna re �gUFFo��co TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37197 Date: 5/7/2012 Permission is hereby granted to: Threshold Blue LLC Attn: Rosicki Rosicki & Ass 51 E Bethpage Rd Plainview, NY 11803 To: Addition & alteration to an existing winery building per Planning Board as applied for At premises located at: 39750 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 59.-10-1 Pursuant to application dated 3/27/2012 and approved by the Building Inspector. To expire on 11/6/2013. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,876.00 CO -COMMERCIAL $50.00 Total: $1,926.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. S. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees l. 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. 13et-. (o 0 /oti New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: Vz Lf R) House No. Street Hamlet Owner or Owners of Property: __ Thre d LrLL Suffolk County Tax Map No 1000, Section J` ! Block /0 Lot / Subdivision Filed Male Lot: Pen-nit No. '30 � Date of Permit. 6' Applicant: IJ� h - �UAj Health Dept. Approval: Underwriters Approval: Platuiing Board Approval: Request for: Temporary Certificate Final Certificate: >/ (check one) Fee Submitted: Ve Applicant Signature pF SO!/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)76579502 P.O.Box 1179 Q rimer.richert(a)-town.southold.ny.us Southold,NY 11971-0959 �O • �O �y00UfV1`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sparkling Point Address: 39750 County Rd 48 City: Southold St: NY Zip:" 11971 Building Permit#: 37197 Section: 59 Block: 10 Lot: . 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No:. 57&e SITE DETAILS Office Use Only Residential indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures .3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 15 Pumps Transformer AHppliances Dryer Recpt Emergency Fixtures.. Time Clocks Disconnect Switches 12 Twist Lock 4 Exit Fixtures TVSS Other Equipment: 2-combinaion smoke/co detector,4-special 30.a recpticles :. . Notes: Inspector Signature: Q Date: Sept 10 2012 81-Cert Electrical Compliance Form.xls l o�o�ufFOL��o 0 CA Town Hall,53095 Main Road S Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOILD CERTIFICATION Date: Feb. / 2,0 i 3 Building Permit No. 3 r 1-7 aR- Owner; _T�re6 be rdi &kk- �Ly (please print) Plumber: e'O, ' E? Ee-7 rr (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umb ignature) Sworn to before me this d y of feA 20_/ VPM L.WIPER Notary Public;.State-of New York l^ No:O1L06070081 WNWin Suffolk County, Commission Expires 7 �f Notary Public, ' County OF SO�lyO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ �NDATION] 2ND [ ] INSULATION [ FRAMI /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINA REMARKS: DATE -INSPECTOR ✓ w iJ Of SO�r�o! \i � o 37/ 77 TOWN OF ZOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION,"-., .. . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION FRAMING S RAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ' --�°� INSPECTOR v • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE-RESISTAN ENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECT A IN ) s REMARKS: DATE INSPECTOR 3-7 I hO��pE SOUl�o`o TOWN OF.SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTI N � . . [ ] FOUNDATION 1 ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -' / INSPECTOR OF SOpj�O� ++ � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ \] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). REMARKS: C j DATE �� INSPECTOR /A OF SOUry�� , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L l DATE INSPECTOR U . ho��pF SO(/T�,o� • ao %-� '-TOWN:OF SOUTHOLD BUILDING DEPT. r--), e 765-1802 .INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) YtMECTRICAL (FINAL) REMARKS: tnr�— G(-, DATE INSPECTOR ' / v �OF SOpI�, — - - — N iC �ycou TOWN OF SOUTHOLD LDING EP . 765-1802 INSPECTION - FOUNDATION 1ST [)] R OUGH FOUNDATION 2ND [ ULATIONFRAMING/STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. DATE INSPECTOR S A M U E L S & S T E E L M A N October 23, 2012 Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: Sparkling Pointe Winery Addition 39750 County Road 48 Southold, NY 11971 SCTM# 100-59-10-1 Building Permit#37197 Dear Building Inspector, This letter is to certify that the poured concrete footing including all rebars at the new Crushing Pad were constructed in accordance with our drawings and details as approved for the Building Permit. Sincerely, V Iman Architects .A. r 0 ,I} 2012 ARCHITECTS I-OG.DEPT. 25235 MAIN ROAD TOVP,j OF SOUTHOLD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 _.SII�/ Fvm n4"-AMEX' WE ADDITIONAL COTY=NTS . to MOR RAW i a - Y 1 r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 7 L� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined D ,20/G` Storm-Water Assessment Form Contact: Approved D 201--�' Mail to: Disapproved a/c Phone: Expiration .11�7 20f Building Inspector D MAR 2 6 2012 PPLICATION FOR BUILDING PERMIT Date_qrc- 2 L, ,20 2 g DG.DEFT. INSTRUCTIONS 10,A OFSOU1HOlD a. his application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho ing code, d regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Z� (Si tore of applicant or name,if a corporation) J, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder h1�G� Name of owner of premiseslYP�,hp��;f/�� �—l--L (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 proposed work will b done: 0 > House Number Street Hamlet County Tax Map No. 1000 Section Block Lp Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 01136ztr!4 b. Intended use and occupancy (,-iW ra 3. Nature of work(check which.applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 30p_Do0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units r 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 /00 e Rear Depth /08 Height 4" Number of Stories ��ic�i2�•��/ ��, Dimensions of same structure with alterations or additions: Front /60'_/p" Rear / n /o" Depth /Do' Height 7 c!`- 4'' Number of Stories /5¢oru 8. Dimensions of entire new construction: Front Rear _ Depth Height Number of Stories 9. Size of lot: Front .5 ol.ar, Rear Depth — 10. Date of Purchase f�G>6 -'`/- Name of Former Owner A4 k1 11. Zone or use district in which premises are situated AG 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ?< 13. Will lot be re-graded?YES NO-)L-Will excess fill be removed from premises?YES NO }� 14.Names of Owner of premises ham» Address 317 6,R-4S6oAtPhone No. '765-,Ozoo Name of Architect Address a,Pj Phone No :L;�A�,4g Name of Contractor, n fa av, Addressy ^Phone No. 50 ,L,NY 11�111 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_, * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO__,X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,S YOU ;tom'- Yj,-,M being duly sworn, deposes and says that(s)he is the applicant (Nar4e of individual signing contract)above named, (S)He is the }�(�i-�-�f�" (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 _ 2(,2 _day of Ma1U0,AL— 2012 1 , Not ry a 1�� ignature of Applicant ''~'" f00bh41 BOARD OF TRUSTEES PAGE 01 TOWN OF SOUTHOLD BUIi,,DING PERML, "PLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? 'OWN HALL Board of Health_ SOUTHOLD,NY 11971 4 sets of Building Plans_ _ TEL,(631)765-1802 Planning Board approval FAX:(631)765-9502 6 Sury thF ey SouthoidTown.NororlLnet PERMIT NO. [ Check orm plication o etmit Examined ,20 i &Separate J U L - 3 2012 Water Assessment Form •:•ni,i:F:%wA�r"'` Contal t• Approved _ .20 BLDG.DEPT. Mail t ol Disapproved a/c- TOWN OF SOUTHOLD Phone.• Expiration ,20 Building Inspector APPLICATION I,OR BUILDING PERMIT Date_ 20 IiNSTRUCTIONS a.This application MUST be completely filled in-by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule, b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining promises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for Inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.if no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION iS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described,The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections, (Signature of applicant or name,if a corporation) (Mailing address 6f applicant) �i733 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises � � 71 b�1 t15 4051 C K l (As on the roll or latest d ed) K )l 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. i..ocation of land on which proposed work will be dope: l7 House Number Street Plamle County Tax Map No, 1000 Section_ glook Lot Ub/'Lb/Gb12 14:29 765Fc41 BOARD OF TRUSTEES PAGE 62 Subdivision _ Filed Map No. Lut State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and.occupancy b. Intended use and occupancy Nature of work(check which applicable):New Building Addition___Alteration Repair Removal Demolition Other Work (Description) i, Estimated Cost 6 o o.p() Fee (To be paid on filing this application) i, If dwelling,number of dwelling units Number of dwelling units on each.floor / If garage, number of cars / 5. If business,commercial or mixed occupancy,,specifj,nature and extent of each type of use,. co m m e C'C i o, 7. Dimensions of existing structures,if any:)~root Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8• Dimensions of entire new construction:Front hear _ Depth Height Number of Stories 9, Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner I L Zone,or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO I3.Will lot be re-graded?YES NO'Will excess,fill be removed from premises?YES NO Tfkm/f$ � 347�b CovuryR.t).� r 14.Names of Owner of. remises :YA17ft4-�OSle hddress ! n:c A-D �V TPhone No. l�7 —6aDU Name Architect.-¢ q*ts:—$r , AddressAVI-35—AigtU.PD. _ Phone No — — Name of Contractor AAA Ji�P . Phone No. (�3)- (tq (9'ack"ref N 1733 15 a.Is this property within 100.feet of a tidal wetland or a freshwater wetland?-*YES NO_ IF YES,SOVTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wet)and?* YE9 NO—)�k IF YES,D.E.C.PERMITS MAY BE REQUIRED, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? "YES NO_� *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6WM,/ =1Z- (Contractor,Agent,Corporate Oi'ficer, 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 hZY; ie work will be performed in the manner set forth in She application filed there 40��fo�d me thi ay of 20� NatterofNew Notary .ublic No.4945057 pnt Qualified in Suffolk County Commission Expires December 12,204 I 1 MAILING ADDRESS: .PLANNING BOARD MEMBERS ��®v s® y® Southold,P.O. Box 1179 1971 DONALD J.WILCENSKI a® l® Chair OFFICE LOCATION: WILLIAM J.CREMERS csa Town Hall Annex KENNETH L.EDWARDS ® �� 54375 State Route 25 JAMES H.RICH III Oly (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR '00UNTI,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 13, 2012 Ms. Nancy Steelman 25235 Main Road Cutchogue, NY 11935 Re: Approval: Amended Site Plan for Sparkling Pointe Addition Located at 39790 CR 48, ±682' east of Ackerly Pond Lane and CR 48, Southold SCTM#1000-59-10-1 Zoning District: A-C Dear Ms. Steelman: The following resolutions were adopted at a meeting of the.Southold Town Planning Board on March 12, 2012: WHEREAS, this proposed amendment to a site plan is for the addition of a 12'4" x 21'4" office along with the enclosure of an existing 56' x 50'6" area that currently operates as a paved outdoor crushing area and the addition of a 23'6" x 50'6" covered crushing pad, all for employee access only, to the existing tasting room site of Sparkling Pointe Winery on a 12.088 acre parcel in the A-C Zoning District; and WHEREAS, the applicant submitted an application for site plan review on November 29, '2011; and WHEREAS, at a Work Session held on December 19, 2011, the Planning Board accepted the application for review; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (7) has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls..." and not subject to review under SEQRA; and Sparklinq Pointe Addition Page Two March 13, 2012 WHEREAS, on January 11, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 19, 2012, the.Southold Town Architectural Review Committee reviewed and determined that the proposed addition was acceptable; and WHEREAS, on January 25, 2012, the Southold Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, this action is exempt from review by the Suffolk County Planning Commission because the "...site plan proposes less than 5,000 s.f. of new or renovated floor area..." and is identified as a matter of local determination; and WHEREAS, on February 6, 2012, a public hearing was held and closed by the Planning Board for the above-referenced site plan; and WHEREAS, on February 24, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended that the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on February 27, 2012, the Southold Town Engineer reviewed the above- referenced application and has.determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 12, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed amended site plan as a permitted use in the A-C Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for site plan applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for additional parking; the application is for an addition that will not be open to the public or generate more vehicular traffic than the site already attracts; and WHEREAS, at a Work Session held on February 27, 2012, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further Sparkling Pointe Addition Page Three March 13, 2012 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the amended site plan entitled "Sparkling Pointe Addition", prepared by Samuels & Steelman Architects, on November 23, 2011 and authorizes the Chairman to endorse the site plan. Please note the following requirements in;the Southold Town Code relating to site plans: i 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. i 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must in the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning!Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the!above, please contact this office. Very truly yours, Donald J. i censki Chairman Encl. cc: Building Dept. w/map Town Engineer w/map ]LATHAM SAND & GRAVEL, INC. 35180 Route 48.9 P.O-Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 n�—E C E IJ APR 1 1 2013 BLDG.DEPT. February 27,2013 TOWN OF SOUTHOLD p [ C E MAR - 2013 Southold Town Engineering Department James A.Richter,RA Southold Town Southold Town Hall Planning Board 53095 Main.Rd.P.O.Box 1179 Southold,NY 11971 Re: Conformance to SWPPP requirements for Sparkling Pointe Winery.Addition i Between 5/16/12 and 8/17/12,Latham Sand and Gravel performed the excavation work required for the construction of an addition to Sparkling Pointe Winery located on Route 48, Southold. The work was done in conformance with the approved site plan dated 3/13/12. Temporary erosion control hay bales were installed and removed upon completion. Four drywells including 2@8'x8'and 2@8'x5 were installed as per,plan with proper roof drainage piping. The soil conditions will provide acceptable percolation for the drainage structures. Yours truly, OF NS&VH IL y Q �O y� John D.Hocker,P.E. Vice President a I , i Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development MAILING ADDRESS: PLANNING BOARD MEMBERS "w` QF S0 P.O. Box 1179 DONALD J.WILCENSKI �o�� y�l. Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G @ 54375 State Route 25 JAMES H.RICH III ® a0 MARTIN H.SIDOR �l,�i � (cor.Main Rd. &Youngs Ave.) �'QU � Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 10, 2013 Ms. Nancy Steelman 25235 Main Road Cutchogue, NY 1.1935 Re: Site Plan for Sparkling Pointe Winery Addition Located at 39750 CR 48, ±682' east of Ackerly Pond Lane and CR 48, Southold SCTM#1000-59-10-1 Zoning District: A-C Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made February 20, 2013 and the submitted affidavit by John D. Hocker, P.E., dated February 27, 2013. The site is now in conformance with the approved site plan entitled "Sparkling Pointe Addition", prepared by Samuels & Steelman Architects, dated November 23, 2012. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning.Board approval'is required. prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski E Chairman F=E cc: Planning Board Heather Lanza, Planning DirectorMichael Verity, Chief Building Inspector SOLTHOLD Jamie Richter, Town Engineer -- -- 3-7 1 q-7 ao � Town of Southold Erosion, Sedimentation .& Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A. 01�j STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN s r c ect on ac —Cot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within 52-61560 S,r— the Scope of Work for Proposed Construction). 1 Generated by a Two(2")Inch Rainfall on Site? ❑ � �R� s ern will Include ncue a run-off created b creae (S.F./Aces) (This it y site b. .What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 1100 �io� Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) 2 Does the Site Plan and/Or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This �( Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. Core-f-rc.k�--►gin OF >. , J-,�t-I=f�►-,) . 3 Does the Site Plan and/or Survey describe the erosion (� ,1^ Tx]�iTIY)Cf (1 t�S I i 1 ce pc'1e l and sediment control practices that will be.used to / control site erosion and storm water discharges. This x M "LL) item must be maintained throughout the Entire Construction Period. li� �� ��►!nT 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards F_T& of Material within any Parcel? tj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of larger common plan that will ultimately disturb one more acres land; which Exceed Fifteen(15)feet of Vertical Rise to El . including Coo nstruction activities involving soil'disturbances of lesss a than one(1)acre where . the DEC has determined that a SPDES permit is required for storm water discharges. One.Hundred(100')of Horizontal Distance? (SWPPP's Shall meet the Minimum.Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right of--way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this,Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Rlghf-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item will NOT Include the Installatlon of Driveway Aprons.) El Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges, NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance Is between 5,000 S.F.to 1'Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building PerniL (NOTE: A Check Mark(4)and/or Answer for each Question is Required for a Complete Application) SPATE OF NEW YORK, (' '� `., COUNTY OF... ..............SS /fiat I, n .. �,r �,S�Jyy-eall^ ....beinkg duly sworn,deposes and says that he/she is the applicant for Permit, ...... .... ................ (Name (iridiv dual signingg Document) y And that he/she is the .Akz_ II:+cac .................................................... .. ................................................. w,. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perfdml or have performed the said work and to make and file this application;that all statements contained in this.application are tru'eIllo the best of his knowledge and belief,and that the work will be rftsc)ndd to me manner,set forth ifi the applicahoi"f¢edherev(a a - k. Sworn to before me tl}ls, A d r-- ,.- ay .... 20 Notary Public: p\ . .. ... ....... . -:, :.`•` sf ignature of Applicant) FORM 06/10 - "c: , ` `'L C ` N Aj Z off. I1�0 SO�lyDlo Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road ax(631)?65- 5Q2 roger. y.us_ P.O.Box 1179 �O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 711,RzIA Company Name: C t-EC-rrZ4 C- Name: h g C�+� 0�2GZ-c��-� - License No.: 8 - !,_ Address: a_t -V San,u-%-,,o c---4 /)- Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: _ 0,44/Z&ZflLla ©l/✓i *Address: 3 qZ,10 Cvc 47-9 *Cross Street: RAK691. ?.e 0e_,0#_JC> �% *Phone No.: �11%, 1"93 Permit No.: 3 -7 1 9 7 Tax Map District: 1000 Section: Block: Lot:--- *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /,J/9161 to Ott /.J��,C �4DD!i/ p n - 3,9 � 6 S Q FT- (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES '� Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Forms ,c 30 . 9�1 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 TP,ANWVTrM To: Mr. Michael Verity From:Nancy Steelman Address:Southold Building Dept. Date: April 17, 2012 Town Hall Annex CC: Southold, NY 11971 Re: Sparkling Pointe Addition ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply l As requested: 1. NY State Building Code Search 2. Sheet# ST-1 Structural Notes and Details . n EC E APR 17 2012 8LDG.DEPT. TOWN OF SOUTHOLD S A M U E L S & S T E E L M A N Sparkling Pointe Addition Building Code Requirements from the "Building Code of New York State' D Effective August 2010 April 16, 2012 APR 1 7 2012 Building Code BLDG.DEPT. TOWN OF SOUTHOLD Section: — 302.1 OCCUPANCY CLASSIFICATION 303.1 Main occupancy: A-2 Assembly, intended for drink consumption B Business, office F-2 Low Hazard Factory Industrial, Beverages; up to and including 12 percent alcoholic content S-2 Low Hazard Storage M Mercantile 308.3.1 ACCESSORY USE AREAS Any other accessory use area shall not be required to be separated by a fire barrier, provided the accessory use occupies an area not more than 10 percent of the area of the story in which it is located and does not exceed the tabular values in Table 503 for the allowable height or area for such use. 508.3.2 NONSEPARATED USES Each portion of the building shall be individually classified as to use. The required type of construction for the building shall be determined by applying the height and area limitation for each of the applicable occupancies to the entire building. The most restrictive of construction, so determined, shall apply to the entire building. All other code requirements shall apply to each portion of the building based on the use of that space except that the most restrictive application provisions of Section 403 and Chapter 9 (see below) shall apply to these nonseparated uses. Fire Separations are not required between uses except as required by other provisions. ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 503 GENERAL HEIGHT AND AREA LIMITATIONS Table 503, Group A-2, type 5b, sprinklered Allowable Height: 1,Story Allowable Area: 6,000 sf Group B, type 5b, sprinklered Allowable Height: 2 Stories Allowable Area: 9,000 sf Group F-2, type 5b, sprinklered Allowable Height: 2 Stories Allowable Area: 13,000 sf Group M, type 5b, sprinklered Allowable Height: 1 Stories Allowable Area: 9,000 sf Group S-2 sprinklered Allowable Height: 2 Stories Allowable Area: 13,500 sf Most restrictive group: A-2, 1 Story, 6,000 sf 506.1 GENERAL The areas limited by Table 503 shall be permitted to increase due to frontage and automatic sprinkler system in accordance with the following equation. Equation 5-2: A(a) =A(t) +[ (A(t)xl(f)/100)] + [A(t)xl(s)/1 00] A(a) = Allowable area per foot (sf) = A(t) = Tabular area per floor in accordance with table 503 (sf)= 6000 sf I(f) = Area increase due to frontage (percentage)= 75% 1(s) = Area increase due to sprinkler protection(percentage)=300% A(a) = 6000+ [6000x75/100] +[ 6000x300/100] A(a) = 6000 + 4500 + 18000] A(a) = 28,500 SF -Area Increase 506.2 AREA MODIFICATION (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 that 25% of its perimeter on a public way or open space having a minimum width of 20 feet, the frontage increase shall be determined in accordance with the following: Frontage Increase I(f) = 100(F/P -0.25) W/30 I(f) = Area increase due to frontage F = Building perimeter which fronts on a public way or open space having 20 feet open minimum width P = Perimeter of entire Building(feet) W = Width of public way or open space (feet) in accordance with section 506.2.1 F = 505.75 P = 505.75 W= 30 I(f) = 100(505.75/505.75 -0.25) 30/30 I(f) = 100 (1 - 0.25)1 I(f) = 75% 506.3 Automatic Sprinkler system Increase Where a building is equipped throughout with an approved automatic Sprinkler system accordance with Section 903.3.1.1, the area limitations in Table 503 is permitted to increase by an additional 300% for a single story buildings. 903.2.1. AUTOMATIC SPRINKLER SYSTEM An automatic sprinkler system shall be provided throughout buildings and portions of buildings there of used as Group A occupancies as provide in this section. The automatic sprinkler system shall be provided throughout the floor area where the Group A occupancy is located and in all floors between Group A occupancy and level of exit discharge. 903.2.1.2 GROUP A-2 An automatic sprinkler system shall be provided for Group A-2 Occupancies where one of the following conditions exist: 1. The fire area exceeds 5,000 sf 2. The fire area has an occupancy load of 100 or more 3. The fire area is located on a floor other that the level of exit discharge 1004.1 DESIGN OCCUPANT LOAD A-2 Assembly unconcentrated (tables and chairs): 15sf/ occupant, net = Main T.R.-1423sf Upper T.R.-547 = 1970sf 1970sf/15sf= 131.3 or 132 Occupants: B Business / office areas: 100 sf/ occupant, gross = 905sf/100sf=9. Occupants M Mercantile: 30sf/occupant, gross = 930sf/30sf= 31 Occupants F-2 Winery fermentation: 100sf/ occupant, gross = 2372sf/100sf= 24 Occupants Addition 2856sf/100sf= 28.56 Occupants S-2 . Low Hazard Storage: 500 sf/occupant, gross= 2328sf/500sf = 4.65 occupants 1015.1 EXIT OR EXIT ACCESS DOORWAYS REQUIRED. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The.occupant load of the space exceeds the values in Table 1015.1. 2. The common path of egress travel exceeds the limitations of Section 1014.3. 3. Where required by Sections 1015.3, 1015..4 and 1015.5. TABLE 1015 .1 SPACES WITH ONE MEANS OF EGRESS: OCCUPANCY: A, B, F, M,: MAXIMUM OCCUPANT LOAD: 50/75' Travel Distance OCCUPANCY: S: MAXIMUM OCCUPANT LOAD:30175' Travel Distance A-2 Tasting Room - one means of egress required if under 50 occupants (132 occupants, two means of egress are required.) B Office - one means of egress required if under 50 occupants (9 occupants, one means of egress is required) M Retail - one means of egress required if under 50 occupants (31 occupants, one means of egress is required) F-2 Winery fermentation - one means of egress required if under 50 occupants, (24 occupants, one means of egress is required.) Addition - 29 occupants, one means of egress is required - two provided S-2 Storage - one means of egress required if under 30 occupants, 4.65 occupants, two means of egress is required due to exceeding the travel distance. 2901 PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES Occupancy A-2 Restaurant, banquet hall and food court 1 WC for 75 male/female 1 LAV for 200 male/female Occupancy B Office 1 WC per 25 for the first 50 1 LAV per 50 for the first 50 Occupancy M Retail 1 WC per 500 1 LAV per 750 Occupancy F-2 Winery Fermentation 1 WC per 100 1 LAV per 750 Occupancy S-2 Low hazard storage 1 WC per 100 1 LAV per 100 PLUMBING FIXTURE CALCULATIONS Water Closets A-2 Assembly: Total Occupants: 132 (61 men, 61 women) 1 WC each gender Office: Total Occupants: 9 1 WC M Retail: Total Occupants: 31 1 WC each gender F-2 LH Factory: Total Occupants: 24 1 WC each gender Addition: Total Occupants: 29 S-2 LH Storage: Total Occupants: 5 1 WC Total Provided: 7 WC 3 Women's Toilet Rm (1 assembly, 1 retail, 1 extra) 2 Men's Toilet Rm (1 assembly, 1 retail,) 2 Unisex (Employees only,1 office, 1 storage &factory) Lavatories A-2 Assembly: Total Occupants: 132 (61 men, 61 women) 1 Lav each gender B Office: Total Occupants: 9 1 Lav M Retail: Total Occupants: 31 1 Lav each gender F -2 LH Factory: Total Occupants: 24 1 Lav each gender Addition: Total Occupants: 29 S-2 LH Storage: Total Occupants: 5 1 Lav Total Provided: 7 Lays 3 Women's Toilet Rm OF NEW y 2 Men's Toilet Rm CO STF 0 2 Unisex (Employee only) =7 F�2l2'f' 0 1� 3 A A SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y'rOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD February 20, 2013 John Bertani 1380 Oaklawn Dr Southold NY 11971 Re: Threshold Blue, 39750 CR 48, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Certification by an Architect or Engineer for Stormwater Runoff Compliance, see enclosed inspection ticket dated 2/8/13. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) / Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37197 —Addition/Alteration to Winery SPARKLING POINTE WINERY - NEW ADDITION i Fire Sprinkler Reports i for I i fi f � _ R 5 3� � � � •l P - 3 d „� i I I I i i I I I ! I Prepared By: 'l Paul Freeman AUG 99 2012 ! BLDG.DEM. jpWN DF SOUIHDLD July 1,2012 i ! i I F�- r ydraulics Calculation Prgr Elite Software Development,Incg:-f; �.,..., ..-_ . ._..f 5 .5 __.... .... ...........,..._._,. ..i......_._ -.E_..__ _-�.......- I General Project Data Report 2 3_1 Z Project Title: Sparkling Pointe Winery-New Addition Project File Name: 124810-sparkling-pt-as-built..fiw Designed By: Paul Freeman Date: July 1,2012 Code Reference: Approving Agency: Client Name: AAA Fire Safety Phone: Address: City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: Sparkling Pointe Winery Building Owner: Contact at Building: Phone at Building: Address Of Building: 3975 County Road 48 City, State Zip Code: Southold, NY 11971 Description Of Hazard: Ordinary 1 Sprinkler System Type: Dry Design Area Of Water Application: 2450 ftZ Maximum Area Per Sprinkler: 130 ftZ Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHD 10 STEEL, DRY Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Model: Size: Temperature Rating: 0 F Water Sc I Test Data °�' .. _w_...�_ .. Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 62.00 psi Test Flow Rate: 1865.00 gpm Test Residual Pressure: 44.00 psi Calculated System Flow Rate: 688.33 gpm Calculated Inflow Residual Pressure: 59.04 psi Available Residual Pressure At System Flow: 59.15 psi Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.15 gpm/ftZ Number Of Active Nodes: 45 Number Of Active Pipes: 44 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 20 Number Of Inactive Sprinklers: 0 C2 �R r T Nr) A-7 Ali I - - --- - -- -- --------------- --- ---------- -- ------ OPESSp -- — C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\1248 -sWhlft1g pl fiMQfi2012, 7:47 PM I FIRE Fire Sprinkler Nydraulres Calculation Program Elrte Software Development,Inc., j Fire Sprinkler Input Data �71�6Vode Input Data ] Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 10 No Discharge ---- N/A 59.04 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 57.35 0.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 47.35 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 40 No Discharge ---- N/A 42.56 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 39.37 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00, 60 No Discharge ---- N/A 31.38 4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 70 No Discharge ---- N/A 25.04 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 75 No Discharge ---- N/A 21.80 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 No Discharge ---- N/A 21.04 16.00 0.00 80 0.000 0.0 ---- •.• 0.00 90 No Discharge ---- N/A 18.92 20.00 0.00 ---- - - --- ------------ --0.000 0.0 --- 0.0 0.00 100 No Discharge ---- N/A 18.05 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 105 No Discharge ---- N/A 20.20 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 110 Sprinkler ---- 5.60 19.67 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 115 No Discharge ---- N/A 18.89 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 120 Sprinkler ---- 5.60 18.39 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 125 No Discharge ---- N/A 16.26 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 130 Sprinkler ---- 5.60 15.83 16.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sWlaiih ;ph st MQfia012, 7:47 PM �F(R Fire Sprmkier Hydrau4cs Calcination Program EIS#e Software Development,Inc age441eau at............,,...........5 .„,.....-..,, .....-�..., _ .. .._��...� .� .., �„-._.. .ter�_.,- . ...,........_.._ ..,... ...,.,-,_�.- ,...__._. ....�-.. . - .-:� _...- _ .......�..d._ ..3 Fire Sprinkler Input Data _- Mode Input Data ._.. . Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description Branch Len. Branch Stnd Stnd Fittings Branch Sprk _ (in) ) (ft) Fittings _ (ft) KFact_or(K) 135 No Discharge ---- N/A 14.00 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 140 Sprinkler ---- 5.60 13.31 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 145 Sprinkler ---- 5.60 12.13 16.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 170 No Discharge ---- N/A 16.69 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 180 Sprinkler ---- 5.60 17.00 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 190 No Discharge ---- N/A 15.50 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 200 Sprinkler ---- 5.60 15.67 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 210 Sprinkler ---- 5.60 14.13 18.00 0.00 ---- -7--- - - -- 0.000 - 0.0 ---- ---- --- 0.0 - - 0.00 220 No Discharge ---- N/A 17.18 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 230 No Discharge ---- N/A 16.34 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 Sprinkler ---- 5.60 15.63 18.00 0.00 240 P 0.000 0.0 ---- 0.0 0.00 250 Sprinkler ---- 5.60 15.63 18.00 0.00 0.000 0.0 ---- 0.0 0.00 I 310 No Discharge ---- N/A 16.19 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 320 Sprinkler ---- 5.60 15.49 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 330 Sprinkler ---- 5.60 15.49 18.00 0.00 ---- 0.000 0.0 ---- _0.0 0.00 No Discharge ---- N/A 15.04 20.00 0.00 340 0.000 0.0 ---- 0.0 0.00 350 Sprinkler ---- 5.60 14.44 18.00 0.00 -----=----- -- 0.000 0.0 -- --- - - 0.0 - -- 0.00 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sWkfilar,p4 tiffl ia012, 7:47 PM FI I firs Sprinkler Hydraulics Calculation P`r6 ram fcy; 1=ltte Software Development,Inc 1 Page 5 F r � ,w Fire Sprinkler Input Data [N�de Input Data�oont� �� M Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Area Group Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) ____Fittings (ft) KFa_ctor(K) 360 Sprinkler ---- 5.60 14.44 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 370 No Discharge ---- N/A 16.94 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 380 No Discharge ---- N/A 16.11 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 390 Sprinkler ---- 5.60 15.42 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 400 Sprinkler ---- 5.60 15.42 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 460 No Discharge ---- N/A 15.96 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 470 Sprinkler ---- 5.60 15.28 18.00 0.00 ---- 0.000 0.0 ---- _ 0.0 0.00 480 Sprinkler ---- 5.60 15.28 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 490 No Discharge ---- N/A 14.82 20.00 0.00 -------- ---- -------- 0.000 0.0 ---- 0.0 0.00 500 Sprinkler ---- 5.60 14.24 18.00 0.00 i ---- 0.000 0.0 ---- 0.0 0.00 j 510 Sprinkler ---- 5.60 14.24 18.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 I I I C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftfth a@L,p4Lqg�utstiMli2Dl2, 7:47 PM FIR y E >=ire Sprinkler Hdraahcs Calculation Program xx eltte S oftware Development,Inc. Fire Sprinkler Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node Group Data (inch) (feet) feet (feet) __psi)_ 10 20 SCHED 40 WET STEEL 4.000 0 E 20.00 10.00 30.00 120 20 30 Backflo Prev 10.000 Loss - 30 _40 - SCHED 40 WET STEEL 4.000 0 T 65.00 20.00 85.00 120 40 50 SCHED 40 WET STEEL 4.000 0 C 4.00 22.00 26.00 120 50 60 SCHD 10 STEEL, DRY 4.000 0 3E 112.00 21.30 133.30 100 60 70 SCHD 10 STEEL, DRY 4.000 0 E 12.00 7.10 19.10 100 70 75 SCHD 10 STEEL, DRY 4.000 0 ET 32.75 21.30 54.05 100 80 90 SCHD 10 STEEL, DRY 4.000 0 E 4.00 7.10 11.10 100 90 100 SCHD 10 STEEL, DRY 4.000 0 ET 3.75 21.30 25.05 100 105 110 SCHD 10 STEEL, DRY 1.000 0 E 1.00 1.40 2.40 100 105 115 SCHD 10 STEEL, DRY 2.000 0 T 9.00 7.10 16.10 100 115 120 SCHD 10 STEEL, DRY 1.000 0 E 1.00 1.40 2.40 100 115 125 SCHD 10 STEEL, DRY 1.500 0 T 12.00 5.60 17.60 100 125 130 SCHD 10 STEEL, DRY 1.000 0 E 1.00 1.40 2.40 100 125 135 SCHD 10 STEEL, DRY 1.250 0 T 12.00 4.20 16.20 100 100 170 SCHD 10 STEEL, DRY 1.500 0 T 2.50 5.60 8.10 100 170 180 SCHD 10 STEEL, DRY 1.000 0 E 1.50 1.40 2.90 100 170 190 SCHD 10 STEEL, DRY 1.500 0 T 10.00 5.60 15.60 100 190 200 SCHD 10 STEEL, DRY 1.000 0 E 2.50 1.40 3.90 100 190 210 SCHD 10 STEEL, DRY 1.000 0 E 12.50 1.40 13.90 100 100 220 SCHD 10 STEEL, DRY 4.000 0 2E 23.50 14.20 37.70 100 220 230 SCHD 10 STEEL, DRY 1.500 0 T 5.00 5.60 10.60 100 230 240 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 230 250 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 135 140 SCHD 10 STEEL, DRY 1.000 0 T 1.00 3.50 4.50 100 135 145 SCHD 10 STEEL, DRY 1.000 0 E 12.00 1.40 13.40 100 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftkkutag�pUU$LbtimQfla012, 7:47 PM FIRS Fire Sprinkler Hydraulics Calculation Program Elite Software Development Inc z Fire Sprinkler Input Data Ut Qua GOnt`E� x r [� {� .., �..,.n ..._.....,...._ -.....____�_�. Nominal Nominal Fitting Total CFactor Node Node Group Data Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- (inch) _ _ - (feet) (feet) (feet) psi) 490 510 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 75 80 SCHD 10 STEEL, DRY 4.000 0 T 7.50 14.20 21.70 100 75 105 SCHD 10 STEEL, DRY 2.000 0 T 5.25 7.10 12.35 100 220 310 SCHD 10 STEEL, DRY 2.000 0 T 5.00 7.10 12.10 100 310 320 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 310 330 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 310 340 SCHD 10 STEEL, DRY 1.500 0 T 10.00 5.60 15.60 100 340 350 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 340 360 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 220 370 SCHD 10 STEEL,_DRY 4.000 0 T 24.00 14.20 38.20 100 370 380 SCHD 10 STEEL, DRY 1.500 0 T 5.00 5.60 10.60 100 380 390 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 380 400 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 370 460 SCHD 10 STEEL, DRY _ 2.000 0 T 5.00 7.10 12.10 100 460 470 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 460 480 SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 460 490 SCHD 10 STEEL, DRY 1.500 0 T 10.00 5.60 15.60 100 490 500_ SCHD 10 STEEL, DRY 1.000 0 E 7.50 1.40 8.90 100 I C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftbkBa@L,p bMQ i9012, 7:47 PM FIRE Free Sprinkler Hydraulics Calculation Program ` Elite Software Development Inc O n F k Yq j Fire Sprinkler Output Data _ �Oyerall mod up>Ings C)utput Data r, 3a Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group _(gpm) (gpm) (q m>� (gpm)__Pressure(psi) Node(gpm)_ 10 20 0 0.00 0.00 0.00 0.00 59.04 20 10 0 0.00 0.00 0.00 0.00 57.35 20 30 0 0.00 30 20 0 0.00 0.00 0.00 0.00 47.35 1 30 40 0 0.00 40 30 0 0.00 0.00 0.00 0.00 42.56 40 _ 50 _ 0 _ 0.00 50 40 0 0.00 0.00 0.00 0.00 39.37 50 60 0 0.00 60 50 0 0.00 0.00 0.00 0.00 31.38 60 70 0 0.00 70 60 0 0.00 0.00 0.00 0.00 25.04 70 75 0 0.00 75 70 0 0.00 0.00 0.00 0.00 21.80 75 80 0 0.00 75 105 0 0.00 80 75 0 0.00 0.00 0.00 0.00 21.04 _ 80 90 _ 0 0.00 90 80 0 0.00 0.00 0.00 0.00 18.92 90 100 0 0.00 100 90 0 0.00 0.00 0.00 0.00 18.05 100 170 0 0.00 100 220 0 0.00 105 75 0 0.00 0.00 0.00 0.00 20.20 105 110 0 0.00 105 115 0 0.00 110 105 0 0.00 24.84 0.00 0.00 19.67 0.00000 115 105 0 0.00 0.00 0.00 0.00 18.89 115 120 0 0.00 115 125 0_ 0.00 120 115 0 0.00 24.02 0.00 0.00 18.39 0.00000 125 115 0 0.00 0.00 0.00 0.00 16.26 125 130 0 0.00 125 135 0 0.00 130 125 0 0.00 22.28 0.00 0.00 15.83 0.00000 - J C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftbh&@L,p hiRQfi2,012, 7:47 PM F1R Frre Sprinkle(lydrau[ics Calculation Program EUte Software Development,Inca? l? gr 9 � [Fire Sprinkler Output Data Overall Node`Grow n st Out uE Datacant'd - ---.._� ' ._.W Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(Rpm) 135 125 0 0.00 0.00 0.00 0.00 14.00 135 140 0 0.00 _135 145 - 0 0.00 140 135 0 _0.00 20.43 _ 0.00 _ 0.00 13.31 0.00000 145 135 0 0.00 19.50 0.00 0.00 12.13 0.00000 170 100 0 0.00 0.00 0.00 0.00 16.69 170 180 0 0.00 - 170 ---190- - 0 - 0.00 - --- 180 170 0 0.00 23.09 0.00 0.00 17.00 0.00000 190 170 0 0.00 0.00 0.00 0.00 15.50 190 200 0 0.00 190 210 0 0.00 200 190 _ 0 _ 0.00 22.17 0.00 0.00 15.67 0.00001 210 190 0 0.00 21.05 0.00 0.00 14.13 0.00001 220 100 0 0.00 0.00 0.00 0.00 17.18 220 230 0 0.00 220 310 0 0.00 220 370_ 0 0.00 230 220 0 0.00 0.00 0.00 0.00 16.34 230 240 0 0.00 230 250 0 0.00 240 230 0 0.00 22.14 0.00 0.00 15.63 0.00000 250 230 0 0.00 22.14 0.00 0.00 15.63 0.00000 310 220 0 0.00 0.00 0.00 0.00 16.19 310 320 0 0.00 310 330 0 0.00 310 340 0 0.00 320 310 0 0.00 22.04 0.00 0.00 15.49 0.00001 330 310 0 0.00 22.04 0.00 0.00 15.49 0.00001 340 310 0 0.00 0.00 0.00 0.00 15.04 340 350 0 0.00 340 360 0 0.00 350 340 0 0.00 21.28 0.00 0.00 14.44 0.00001 360 340 0 0.00 21.28 0.00 0.00 14.44 0.00001 370 220 0 0.00 0.00 0.00 0.00 16.94 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftbb&@L;p tlM0#i1a012, 7:47 PM FIRE Fire SpHnkier Hydraulics Calculation Prpgram Elite Software Development,Inc. Page�10Z, z r a y Fire Sprinkler Output Data Overalixlod arGu n s0ut gat:'Data CBnt'd � Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group____ (gpm) (gam (gpm�__(gpm) Pressure(psi) Node(gpm) 370 380 0 0.00 _370 _ _460 0 _ 0.00 _ 380 370 0 0.00 0.00 0.00 0.00 16.11 380 390 0 0.00 380 400 0 0.00 390 380 0 0.00 21.99 0.00 0.00 15.42 0.00001 400 380 0 0.00 21.99 0.00 0.00 15.42 0.00001 460 370 0 0.00 0.00 0.00 0.00 15.96 460 470 0 0.00 460 480 0 0.00 460 490 0 _ 0.00 470 460 0 0.00 21.89 0.00 0.00 15.28 0.00001 480 460 0 0.00 21.89 0.00 0.00 15.28 0.00001 490 460 0 0.00 0.00 0.00 0.00 14.82 490 510 0 0.00 490 500 0 0.00 500 490 0 0.00 21.13 0.00 0.00 14.24 0.00001 510 490 0 0.00 21.13 0.00 0.00 14.24 0.00001 i C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftftIatitzy;p4 t MQfi Dl2, 7:47 PM ,91 FIRE Fire SlSrmkler HydrauUcs Calculatron Program y m '"rx' y Mite Software Development,Inc Pae r (Fire-Sprinkler Output Data Ouerall Prpe Output Data ..;.. Nom. Dia. q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual PF-(psi) si/ft) Fit-Len.m) (Q (Elevation Inside Dia. gpp End. KFactor Discharge Pressure PE-(psi) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. Node (K) PT-(psi) (fps) Type-Grp (ft) 10 0.00 0.00 0.00 59.04 4.00 0.00 0.05631 20.00 1.689 20 0.00 0.00 0.00 57.35 4.026 438.33 E 10.00 0.000 SCHED 40 WET STEEL 120 11.05 0 30.00 1.689 20 Backflo 0.00 57.35 438.33 Prev 30 10.00 psi 0.00 47.35 30 0.00 0.00 0.00 47.35 4.00 0.00 0.05631 65.00 4.787 40 0.00 0.00 0.00 42.56 4.026 438.33 T 20.00 0.000 SCHED 40 WET STEEL 120 11.05 0 85.00 4.787 40 0.00 0.00 0.00 42.56 4.00 0.00 0.05631 4.00 1.464 50 0.00 4.00 0.00 39.37 4.026 438.33 C 22.00 1.732 SCHED 40 WET STEEL 120 11.05 0 26.00 3.196 50 0.00 4.00 0.00 39.37 4.00 0.00 0.05992 112.00 7.988 60 0.00 4.00 0.00 31.38 4.260 438.33 3E 21.30 0.000 SCHD 10 STEEL, DRY 100 9.87 0 133.30 7.988 60 0.00 4.00 0.00 31.38 4.00 0.00 0.05992 12.00 1.145 70 0.00 16.00 0.00 25.04 4.260 438.33 E 7.10 5.196 SCHD 10 STEEL, DRY 100 9.87 0 19.10 6.341 70 0.00 16.00 0.00 25.04 4.00 0.00 0.05992 32.75 3.239 75 0.00 16.00 0.00 21.80 4.260 438.33 ET 21.30 0.000 SCHD 10 STEEL, DRY 100 9.87 0 54.05 3.239 75 0.00 16.00 0.00 21.80 4.00 0.00 0.03490 7.50 0.757 80 0.00 16.00 0.00 21.04 4.260 327.26 T 14.20 0.000 SCHD 10 STEEL, DRY 100 7.37 0 21.70 0.757 75 0.00 16.00 0.00 21.80 2.00 0.00 0.12998 5.25 1.605 105 0.00 16.00 0.00 20.20 2.157 111.06 T 7.10 0.000 SCHD 10 STEEL, DRY 100 9.75 0 12.35 1.605 80 0.00 16.00 0.00 21.04 4.00 0.00 0.03490 4.00 0.387 90 0.00 20.00 0.00 18.92 4.260 327.26 E 7.10 1.732 SCHD 10 STEEL, DRY _ _ 100 _ 7.37 0 11.10 2.119 90 0.00 20.00 0.00 18.92 4.00 0.00 0.03490 3.75 0.874 100 0.00 20.00 0.00 18.05 4.260 327.26 ET 21.30 0.000 SCHD 10 STEEL, DRY 100 7.37 0 25.05 0.874 100 0.00 20.00 0.00 18.05 1.50 0.00 0,16808 2.50 1.361 170 0.00 20.00 0.00 16.69 1.682 66.31 T 5.60 0.000 - - SCHD 10 STEEL, DRY _ 100 _ 9.57 0 8.10 1.361 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftftlahk3gL,p4ia_4Lbb Qfiia012, 7:47 PM Sprinkler Hydraulics Calculation Program q EIFte Software Development,,inc. Pa e 12 ire Sprinkler Output Data C?verall Ps a Out ut Data cont� - a Nom. Dia. q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual PF-(psi) Elevation Inside Dia. Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 100 0.00 20.00 0.00 18.05 4.00 0.00 0.02296 23.50 0.865 220 0.00 20.00 0.00 17.18 4.260 260.96 2E 14.20 0.000 SCHD 10 STEEL, DRY 100 5.87 0 37.70 0.865 105 0.00 16.00 0.00 20.20 1.00 0.00 0.21900 1.00 0.526 110 5.60 16.00 24.84 19.67 1.097 24.84 E 1.40 0.000 SCHD 10 STEEL, DRY 100 8.43 0 2.40 0.526 105 0.00 16.00 0.00 20.20 2.00 0.00 0.08138 9.00 1.310 115 0.00 16.00 0.00 18.89 2.157 86.23 T 7.10 0.000 SCHD 10 STEEL, DRY 100 7.57 0 16.10 1.310 115 0.00 16.00 0.00 18.89 1.00 0.00 0.20580 1.00 0.494 120 5.60 16.00 24.02 18.39 1.097 24.02 E 1.40 0.000 SCHD 10 STEEL, DRY 100 8.15 0 2.40 0.494 115 0.00 16.00 0.00 18.89 1.50 0.00 0.14938 12.00 2,629 125 0.00 16.00 0.00 16.26 1.682 62.21 T 5.60 0.000 SCHD 10 STEEL, DRY 100 8.98 0 17.60 2.629 125 0.00 16.00 0.00 16.26 1.00 0.00 0.17910 1.00 0.430 130 5.60 16.00 22.28 15.83 1.097 22.28 E 1.40 0.000 SCHD 10 STEEL, DRY 100 7.56 0 2.40 0.430 125 0.00 16.00 0.00 16.26 1.25 0.00 0.13921 12.00 2.255 135 0.00 16.00 0.00 14.00 1.442 39.93 T 4.20 0.000 SCHD 10 STEEL, DRY 100 7.85 0 16.20 2.255 135 0.00 16.00 0.00 14.00 1.00 0.00 0.15264 1.00 0.687 140 5.60 16.00 20.43 13.31 1.097 20.43 T 3.50 0.000 SCHD 10 STEEL, DRY 100 6.94 0 4.50 0.687 135 0.00 16.00 0.00 14.00 1.00 0.00 0.13998 12.00 1.876 145 5.60 16.00 19.50 12.13 1,097 19.50 E 1.40 0.000 SCHD 10 STEEL, DRY 100 6.62 0 13.40 1.876 170 0.00 20.00 0.00 16.69 1.00 0.00 0.19135 1.50 0.555 180 5.60 18.00 23.09 17.00 1.097 23.09 E 1.40 -0.866 _ SCHD 10 STEEL, DRY 100 7.84 0 2.90 -0.311 170 0.00 20.00 0.00 16.69 1.50 0.00 0.07613 10.00 1.188 190 0.00 20.00 0.00 15.50 1.682 43.22 T 5.60 0.000 SCHD 10 STEEL, DRY 100 6.24 0 15.60 1.188 190 0.00 20.00 0.00 15.50 1.00 0.00 0.17751 2.50 0.692 200 5.60 18.00 22.17 15.67 1.097 22.17 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.53 0 3.90 -0.174 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftbh amp tjMQtiWl2, 7:47 PM TIfjE Fire SprEnkler�t ydrautics Calculation Program EUte Software Development,inc.' � � � _ ,� �' r ; Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) .._.. Nom. Dia. q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual PF-(psi) Elevation Inside Dia. Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) ----- ------ - ---- -- (fps) Type-Grp -(ft) ----- 190 0.00 20.00 0.00 15.50 1.00 0.00 0.16122 12.50 2.241 210 5.60 18.00 21.05 14.13 1.097 21.05 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.14 0 13.90 1.375 220 0.00 20.00 0.00 17.18 1.50 0.00 0.07963 5.00 0.844 230 0.00 20.00 0.00 16.34 1.682 44.28 T 5.60 0.000 SCHD 10 STEEL, DRY 100 6.39 0 10.60 0.844 220 0.00 20.00 0.00 17.18 2.00 0.00 0.08210 5.00 0.993 310 0.00 20.00 0.00 16.19 2.157 86.64 T 7.10 0.000 SCHD 10 STEEL, DRY 100 7.61 0 12.10 0.993 220 0.00 20.00 0.00 17.18 4.00 0.00 0.00633 24.00 0.242 370 0.00 20.00 0.00 16.94 4.260 130.03 T 14.20 0.000 SCHD 10 STEEL, DRY 100 2.93 0 38.20 0.242 230 0.00 20.00 0.00 16.34 1.00 0.00 0.17705 7.50 1.576 240 5.60 18.00 22.14 15.63 1.097 22.14 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.52 0 8.90 0.710 230 0.00 20.00 0.00 16.34 1.00 0.00 0.17705 7.50 1.576 250 5.60 18.00 22.14 15.63 1.097 22.14 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.52 0 8.90 0.710 310 0.00 20.00 0.00 16.19 1.00 0.00 0.17562 7.50 1.563 320 5.60 18.00 22.04 15.49 1.097 22.04 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.48 0 8.90 0.697 310 0.00 20.00 0.00 16.19 1.00 0.00 0.17562 7.50 1.563 330 5.60 18.00 22.04 15.49 1.097 22.04 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.48 0 8.90 0.697 310 0.00 20.00 0.00 16.19 1.50 0.00 0.07399 10.00 1.154 340 0.00 20.00 0.00 15.04 1.682 42.56 T 5.60 0.000 SCHD 10 STEEL, DRY 100 6.14 0 15.60 1.154 340 0.00 20.00 0.00 15.04 1.00 0.00 0.16452 7.50 1.464 350 5.60 18.00 21.28 14.44 1.097 21.28 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.22 0 8.90 0.598 340 0.00 20.00 0.00 15.04 1.00 0.00 0.16452 7.50 1.464 360 5.60 18.00 21.28 14.44 1.097 21.28 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.22 0 8.90 0.598 370 0.00 20.00 0.00 16.94 1.50 0.00 0.07863 5.00 0.834 380 0.00 20.00 0.00 16.11 1.682 43.98 T 5.60 0.000 SCHD 10 STEEL, DRY 100 6.35 0 10.60 0.834 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftftbdag;pkLl"b fia012, 7:47 PM FIRES Fire Spnr►�1er Nydraut�c Catculation$Program Elite Sofkware Development,Inc - Fire Sprinkler Output Data _ ®ve all PM Out u�3Dafa' cont'd Nom. Dia. q (gpm) F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual PF-(psi) Elevation Inside Dia. Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot Len. PT-(psi) ---------------- - - - ---(fPs) Type-Grp M 370 0.00 20.00 0.00 16.94 2.00 0.00 0.08107 5.00 0.981 460 0.00 20.00 0.00 15.96 2.157 86.05 T 7.10 0.000 SCHD 10 STEEL, DRY _ 100 7.56 0 12.10 0.981 380 0.00 20.00 0.00 16.11 1.00 0.00 0.17483 7.50 1.556 390 5.60 18.00 21.99 15.42 1.097 21.99 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.46 0 8.90 0.690 380 0.00 20.00 0.00 16.11 1.00 0.00 0.17483 7.50 1.556 400 5.60 18.00 21.99 15.42 1.097 21.99 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.46 0 8.90 0.690 460 0.00 20.00 0.00 15.96 1.00 0.00 0.17342 7.50 1.543 470 5.60 18.00 21.89 15.28 1.097 21.89 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.43 0 8.90 0.677 460 0.00 20.00 0.00 15.96 1.00 0.00 0.17342 7.50 1.543 480 5.60 18.00 21.89 15.28 1.097 21.89 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.43 0 8.90 0.677 460 0.00 20.00 0.00 15.96 1.50 0.00 0.07306 10.00 1.140 490 0.00 20.00 0.00 14.82 1.682 42.27 T 5.60 0.000 __ _ __ _SCHD_10_STEEL,_DRY _100 _ 6.10 _ 0 15.60 1.140 490 0.00 20.00 0.00 14.82 1.00 0.00 0.16245 7.50 1.446 510 5.60 18.00 21.13 14.24 1.097 21.13 E 1.40 -0.866 SCHD 10 STEEL, DRY 100 7.17 0 8.90 0.580 490 0.00 20.00 0.00 14.82 1.00 0.00 0.16245 7.50 1.446 500 5.60 18.00 21.13 14.24 1.097 21.13 E 1.40 -0.866 _SCHD 10 STEEL, DRY _ 100 7.17 0 8.90 0.580 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftftk @;pWgLbbMQfi2O12, 7:47 PM inc FIi2E FirexSprinkterriHydraul�cs Calculation Program s Elite Software Development, h PagB �5 nr rs s n Fire Sprinkler Output Data �OverallSpr�nkler C)utp�t Data � 37, Flowing Sprinkler Residual Flowing Sprinkler Sprinkler Area Group Sprinkler Elevation Pressure Flowing Area p z Density Discharge Code KFactor(K) (ft)Node No. (feet) (gpmLT) _ (gpm) _- _ _ (psi 110 5.60 16.00 19.67 130.00 0.191 24.84 Sub Totals For Non-Group 130.00 0.191 24.84 120 5.60 16.00 18.39 130.00 0.185 24.02 Sub Totals For Non-Group 130.00 0.185 24.02 130 5.60 16.00 15.83 130.00 0.171 22.28 Sub Totals For Non-Group 130.00 0.171 22.28 140 5.60 16.00 13.31 130.00 0.157 20.43 Sub Totals For Non-Group 130.00 0.157 20.43 145 5.60 16.00 12.13 130.00 0.150 19.50 Sub Totals For Non-Group 130.00 0.150 19.50 180 5.60 18.00 17.00 130.00 0.178 23.09 Sub Totals For Non-Group 130.00 0.178 23.09 _ 200 5.60 18.00 15.67 130.00 0.171 22.17 Sub Totals For Non-Group 130.00 0.171 22.17 210 5.60 18.00 14.13 130.00 0.162 21.05 Sub Totals For Non-Group 130.00 0.162 21.05 240 5.60 18.00 15.63 130.00 0.170 22.14 Sub Totals For Non-Group 130.00 0.170 22.14 250 5.60_ 18.00_ 15.63 130.00 0.170 22.14 Sub Totals For Non-Group 130.00 0.170 22.14 320 5.60 18.00 15.49 130.00 0.170 22.04 Sub Totals For Non-Group 130.00 0.170 22.04 _ _330 5.60 18.00_ 15.49 130.00 0.170 22.04 Sub Totals For Non-Group 130.00 0.170 22.04 i 350 _ 5.60 18.00 14.44 130.00 0.164 21.28 Sub Totals For Non-Group 130.00 0.164 21.28 _ 36_0_ 5.60 18.00 _ 14.44 130.00 0.164 21.28 Sub Totals For Non-Group 130.00 0.164 21.28 390 5.60 18.00 15.42 130.00 0.169 21.99 Sub Totals For Non-Group 130.00 0.169 21.99 _ 400 5.60 18.00 15.42 _130.00 0.169 21.99 Sub Totals For Non-Group 130.00 0.169 21.99 _ 470 _ _ 5.60 18.00 15.28 _ 130.00 0.168 21.89 Sub Totals For Non-Group 130.00 0.168 21.89 _ 480 _ _ 5.60 18.00 15.28 130.00 0.168 21.89 C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftfthWzg,p&LV bf MQfi9012, 7:47 PM FIRE F►re Sprinkler Hydraulics Calculation Program s Ei►te Software D®velopment,inc.71 � �.............�... .._._._.�.-.�.,,,...,,......m........-.:u...x—..n:£..�...-sti..�W..,a�w...x_.._� ", ,.ti_).'�... _...__.,..� .. — ... .........ti ._,_i...,�.. ,,,.....w...,.,G�w.a......_�_.�___..�_ 4�,v._., .__ ..._�....—....W... Fire Sprinkler Output Data [OverallSpr�hkNerOl�tIu�tData �cont"dj � ' s Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. (feet) (psi Code KFactor(K) — _� (ft) (gpm/ftz) (gpm) Sub Totals For Non-Group 130.00 0.168 21.89 500 5.60 18.00 14.24_ _ 130.00 0.163 21.13 Sub Totals For Non-Group 130.00 0.163 21.13 510 5.60 18.00 14.24 _ 130.00 0.163 21.13 Sub Totals For Non-Group 130.00 0.163 21.13 Totals For All Groups 2600.00 0.169 438.33 I I C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sWlo&gL,pl t►UlQfifl012, 7:47 PM FIRE re Spunkier Hydraulics Calculation Program f Eiite Software development,Inc.. Paget 7 S .-_ _3 _ti._z_ _ [-Fire Sprinkler Output Summary H aul�call illlvst Deumanding�Sp �nl�ler Node HMD Sprinkler Node Number: 145 HMD Actual Residual Pressure: 12.13 psi HMD Actual GPM: 19.50 gpm I Sprinkler System Type: Dry Specified Area Of Application: 2450.00 ft2 Adjusted Area Of Application: 3185.00 ft2 Minimum Desired Density: 0.150 gpm/ft2 Application Average Density: 0.179 gpm/ft2 Application Adjusted Density(not required by NFPA 13): 0.138 gpm/ft2 Application Average Area Per Sprinkler: 122.50 ft2 Adjusted Area Per Sprinkler(not required by NFPA 13): 159.25 ft2 Sprinkler Flow: 438.33 gpm Average Sprinkler Flow: 21.92 gpm 1 „,y And Imbalance SurnM, ry s �Flouveiocit x 4 -- ___� - Maximum Flow Velocity(In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 1.0000 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Number Of Unique Pipe Sections: 44 Number Of Flowing Sprinklers: 20 Pipe System Water Volume: 239.31 gal Sprinkler Flow: 438.33 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 438.33 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 59.04 psi Node: Demand Flow At System Inflow Node: 688.33 gpm I C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-splknklaizg;p&i@gbhbRQf2012, 7:47 PM FIRE 00e Sprinkler Hydraulics CalCul are�Development,Inc. Fire S rinkler Output Data --------p--- - - ---- - -- - id arM>tc plylDemand Graph _ 100 — 90 �— — --- — — —— -- 80 -- + — — — ------- 70 — — a --- -- — --- a 60 �:.:......_.. — — N 50 � 44 40 — — -- 30 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Supply Curve Data Static Pressure:62 psi Test Residual Pressure:44 psi Test Flow Rate: 1865 gpm Demand Curve Data Calculated Residual Pressure: 59.04 psi Calculated Flow Rate:688.33 gpm Exterior Hose Flow:250.00 gpm Excess Available Residual Pressure At Calculated Flow: 0.11 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 16.93 psi I I I C:\Freemaneng-Dropbox\Dropbox\aaa-fire\124810-Sparkling-Point-Winery\Calculations\124810-sftbkldt g,,pt tjMQ#i2Dl2, 7:47 PM SPRINKLER NOTES 1 . THE SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED UNLESS OTHERWISE NOTED AND SHALL CONFORM TO NFPA 13. 2. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA 13. 3. ALL EQUIPMENT SHALL BE LISTED OR APPROVED FOR FIRE PROTECTION SERVICE. 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. PROPERTY OWNER IS TO MAINTAIN A MINIMUM OF 40°F IN ALL AREAS OF WET PIPING. 5. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA 13. 6. THE OCCUPANCY OF THE AREAS ARE TO BE SPRINKLERED IN ACCORDANCE WITH NFPA AND AS SPECIFIED ON PLANS. 7. WATTER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. SLAB ON GRADE 8. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DRAINAGE, FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. 9. STOCK OF EXTRA SPRINKLER HEAD WILL BE FURNISHED AS PER NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING.) 10. SPACING, LOCATION AND POSITION OF SPRINKLER HEADS WILL BE IN ACCORDANCE WITH NFPA 13. 11 . 1 " TO 12" MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS PER NFPA 13. 12. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 13 CONNECT NEW 4 DRY FIRE 13. DRAINAGE TO CONFORM TO SECTION 4-6.3. 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. RINKLER SERVICE TO EXISTING COMPACTED FILL 15. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO INCOMING MAIN WITH NEW DRY SPRINKLERS SHALL BE APPROVED O.S.&Y OR APPROVED INDICATOR VALVE AND TRIM TYPE. 16. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 13. EXISTING UNDERGROUND INC G 17. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE FIRE SPRINKLER SERVI-CE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. COMPACTED FILL 18. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION CONSISTING OF CAPPED NIPPLE /CO PACTED FILL COMPACTED FILL- 4" LONG ON THE END OF THE CROSS MAIN AS PER NFPA 13. / 19. SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS PER NFPA 13. 20. TEMPERATURE RATINGS SHALL COMPLY WITH NFPA 13. 21 . 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS PER NFPA 13. 40 0� ___ = 22. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING I - �� - - 50 - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��-�-� - - - - - - - - - - - - - - - - AND CLAMPING AS PER NFPA 24 REQUIREMENTS. IRS CL STAIRS I 23. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. EXISTING INCOMING j MECHANICAL + L + ♦ I 24. INTERCONNECTION OF ALARM DEVICES TO BUILDING FIRE ALARM SYSTEM FIRE ------------- ---- ----------------------------- SHALL BE BY OTHERS. SPRINKLER I ROOM + + + ♦ + „ 1 r-- _-_----_ 25. ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH SERVICE WITH 2 �l HC+ ► --------------------------------------- EXISTING SYSTEM ,� TOILET EXISTING I _ 12'-3 I NFPA. VALVES �� 1� -- OFFICE LAB I o 1 "o 26. ALL PIPE TO BE AS FOLLOWS: ,�\ / I MAINS 2Y" & LARGER TO BE BLACK STEEL SCHEDULE �� 2,_p�„ 60 2„� --T-, 10. 1` BRANCHES 2" & SMALLER TO BE BLACK STEEL 4h 5 -8 - ---------------------r---- EXISTING ; ,,%� - b, � 11„o � � ; SCHEDULE 40. STORAGE EMPLOYEE `i 41 2 L 27. ALL FITTINGS TO BE AS FOLLOWS: + ♦ + ♦ ♦ LOCKE+ + + C° I I MAINS 2Y" & LARGER TO BE GROOVED TYPE FITTING. STORAGE 4"O + I 1 '17 BRANCHES 2" & SMALLER TO BE CL THREADED. 86'-8" 1 11 I ; 28. CONTRACTORS MATERIAL AND TEST CERTIFICATED FOR ABOVE GROUND N N ESPRINKLER MAI N I o AND (WHERE APPLICABLE) UNDER GROUND PIPE" SHALL BE SUBMITTED THROUGH EXISTING BASEMENT. STORAGE I 1 N TO THE FIRE MARSHALL PRIOR TO APPROVAL OF THE INSTALLATION. COORDINATE WITH OWNER FOR N 4 zud-1. -ADS RINKLER RISE7FIRSTFLOOR EW 29. SEE DRAWING SP-2 FOR HYDRAULIC DESIGN CRITERIA INFORMATION + +EXACT LOCA40N + + + + ADDITION AND UP TO CEILING AND ATTIC. TEr--+- EXACT LOCATION 'WOWNER. i + + #` I LI ; NEW TANK AND NIC I 1 "0 BARREL i i I AREA EXISTING 4" I I o I RISER UP 12"o N DESIGN CRITERIA INFORMATION AREA: 1 THROUGH FIRST I + + + ♦ ♦ + + I I 1 . DESIGN DENSITY = 0.15 - GPM/SQ.FT. FLOOR -- ' 2. AREA OF APPLICATION = _ 2450_ SQ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. COVERAGE PER SPRINKLER = 130 _ S0.FT. - - - - - - - I 7" 4. N° OF SPRINKLERS CALCULATED = 21 HEADS ELEV -; 5. "K" FACTOR = _ 5.6 ORIFICE SIZE MACH R all 6. OCCUPANCY CLASSIFICATION = ORDINARY GROUP 1 DRY ---------------- ' _---------------------- 7. SYSTEM DEMAND = _936.8 , GPM = _55_8 PSI (INCLUDING HOSE) o L J 8. AVAILABLE SUPPLY = 1865_, GPM = _44__ PSI, EXISTING NEW SPRINKLER HEADS BELOW LOW 9. WATER RESERVE = _-______-_-- GALLONS COMPACTED FILL DISTRICT FLOW TEST DATED: 1124 SUFFOLK COUNTY WATER D 2008 SPRINKLER � BALCONY AS SHOWN / / HEADS. COMPACTED FILL ------ STATIC PRESSURE: 62 PSI, RESIDUAL: 44 PSI, FLOW: 1865 GPM TYPICAL 1 „o EXISTING TANK AND BARREL ° AREA '--- ----------------------------------------------------------------------;- -- L_J I I I ' I I I I `\ AAA SERVICE & MAINTENANCE INC. _ 12-4 TECHNOLOGY DR. EAST SETAUKET, NY 11733 PH#(631 )-689-6869 FAX#(631 )-751 -5030 ---------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------- 59 10 1 CONTACT NAME: ROGER NCFM LIC # SPLO1454 SECTION BLOCK LOTS PROJECT: HAZARD STANDARD SYMBOLS Gf=NERAL NOTfES SPRINKLER HEAD SYMBOLS MANUFACTURER TEMPO QUAN COMMENTS SPARKLING POINTE WINERY ORDINARY GROUP 1 SYSTEM TYPE DRY �- UPRIGHT SPRINKLER RELIABLE 165 15 NEW MODEL F1FR56 3975 COUNTY RD 48 ®p ALARM CHECK VALVE NEW PIPING SURVEY BY DATE p®p DRY PIPE VALVE - - - EXISTING PIPING BRASS PENDANT SPRINKLER MODEL G5-56 SOUTHOLD, NY 11971 DRAWN FP 6/28/12 III SWING CHECK VALVE NEW CONNECTION CONCEALED PENDANT SPRINKLER RELIABLE 165 32 NEW MODEL G5-56 1 7/3/12 - FOR FILING CHECKED PEF.+Y. VALVE DENOTES CEILING HEIGHT NIPPLED UP SPRINKLER N0. DATE BY REVISION LISTED DRAWING TITLE: BASEMENT •+ GLOBE VALVE DENOTES FIN. FL TO � OF PIPE �-- DRY PENDANT SPRINKLER RELIABLE 165 - FIRE SPRINKLER PLAN FIRE DEPT. CONN. DENOTES q OF PIPE TO _ MODEL F1 FR------ MODEL P: 631-696-0330 FLUSH FIRE DEPT. CONN. - SIDEWALL SPRINKLER RELIABLE 165 MODEL F1 5 �. R CONTRACT WITH: o WATER MOTOR GONG HYDRAURLIC REFERENCE POINT SYMBOLS ;L INVERTED SPRINKLER F: 631-696-0330 * Q� FREEMAN BUTTERFLY OR BALL VALVE SPR. HEAD NUMBER HYDRAULIC; REFERENCE POINT IN MAINS -0- DRY UPRIGHT SPRINKLER �-� PRES. REDUCING VALVE ENGINEERING, PLLC ---00-- DIRECTION OF WATERFLOW DIRECTION OF LOOP ' XX MEP Engineers Ems CALCULATION AND LOOP NUMBERING O email:freemaneng@optonline.netSp SCALE REV. CONTACT PERSON DRAWING N0. CONTRACT N0. TOTAL HEADS 47 NEW 19 Belwyn Lane,South Setauket,tY 11720 3/ 16))= 1 , Sp- I ♦ ♦ + ♦ + R ETAI L ♦ RETAIL + OFFICE STORAGE + AREA ♦ HYDRAULICALLY MOST REMOTE AREA — 2,450 SQFT CONCEALED SPRINKLER HEADS IN CEILING MAIN + CONNECTED TO PIPING IN ATTIC ABOVE ENTRY COFFEE ♦ + TYPICAL + ♦ f + + AREA WINE TOILET LIBRARY SPRINKLER HEAD SIDE ENTRY ♦ - - - - - - - - - - - - - - - - TOILET 1"x❑ 2»❑ o o ❑ ----_-_ �—REDUCING COUPLING EXISTING * STING BAR AREA "II I NEW + + pFFICE AREA 140 z° co 160 cfl 11,01 1 'lotI 14„0 1 1 „� NEW 4" SPRINKLER PIPE 1» ELBOW MEN S » TOIILET ----- 6 —� 150 6 —4 130 4 —5 UP TO ATTIC WOMEN'S ♦ ♦ C0 4»d TOILET '_ + + + 80 I+ BRANCH LINE + EXISTING 290 ♦ ♦ ♦ I UPRIGHT SPRINKLER TASTING BOOM o 1 „o I o 1 °0 HEAD CONNECTION DETAIL I TASTING ROM � � I � I NO SCALE ♦ ♦ ♦ 1i„o 280 2„� N 4" SPRINKLER RISER UP FROM STAIRS NIC LOWER LEVEL N I 10'-2" 10,-0" 2�o ♦ + ♦ i I N + + 1 "0 1 „o 300 + + ♦ I I EXISTING WF ❑ _ _ _ _ _ _ _ _ _ STEEL MEMBER EXISTING 4 — - -►- - — - - - z RISER UP TO + ������� OPEN TO Q TANK AREA BELOW ATTIC ♦ + + + + I I �— STEEL RESTRAINING TASTING ROOM I W I STRAP SUPPORT AREA ♦ ♦ I I z I I o � o � BALCONY I --------- "C" CLAMP } + ROD (SIZE AS REQUIRED) 1 1 I I EXISTING SPRINKLER COVERED TERRACE LO 12„o "' 2„0 RINKLER + + + + 42o HEADS. TYPICAL ♦ ♦ I 10,_2„ 430 10,_0„ N I 1 „o ♦ ♦ 450 ♦ ♦ ♦ I PROVIDE INSULATION PIPE OR GASKETING 1 1 BETWEEN ' I PIPE AND HANGER TO CLEVIS HANGER ♦ 2" 'SPRINKLER PIPE DOWN FROM ATTIC TO PREVENT CEILIN DIS—SIMILAR SPACE. TYPICAL OF 3 METAL CORROSION NEW 1 " SPRINKLER PIPE DOWN TO CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1 ". INSPECTORS TEST CONNECTION GENERAL PURPOSE HANGERS MAY BE USED ON PIPING 1 " OR SMALLER. + ♦ ♦ TYPICAL PIPE HANGER DETAIL NOT TO SCALE OPEN TO TANK AREA BELOW AAA SERVICE & MAINTENANCE INC. 12-4 TECHNOLOGY DR. + + + EAST SETAUKET, NY 11733 PH#(631 )-689-6869 FAX#(631 )-751 -5030 CONTACT NAME: ROGER NCFM LIC # SPLO1454 S) PROJECT: HAZARD SPARKLING POINTE WINERY ORDINARY GROUP 1 �5975 COUNTY R D 48 DRY SYSTEM TYPE SOUTHOLDN, NY 11971 SURVEY BY DATE DRAWN FP 6/28/12 DRAWING TITLE: FIRST FLOOR CHECKED PEF FIRE SPRINKLER PLAN LISTED P: 631-696-0330 y FRF ��. CONTRACT WITH: F: 631-696-0330 � — FREEMAN * y ENGINEERING, PLLC r `� MEP Engineers ARC'O�� email:freemaneng@optonline.net �ESng" SCALE REV. CONTACT PERSON DRAWING NO. CONTRACT NO. 19 Belwyn Lane,South Setauket,NY11720 3/ 16"— 1 ' S P-2 -----------------------___ -- 1 „(E) I ^ I W I N1 I I I I I 1 „(E) 4' - -1 - - - - - - - — — — — — — — — — — — --- ATTIC I I ATTIC ABOVE RETAIL 1 "(E) LU I � I I I I ^ 1 1 1 „(E) - - - - -4'T- - - - - - - - - - - - '- - - I I I �� — - - - - - - - - - - - - - - - - - - --- I ATTIC ABOVE OFFICE w i I 1 "(E) AREA N I ATTIC ABOVE MAIN ENTRY I I v 1 SPRINKLER PIPE DOWN THROUGH CEILING TO CONCEALED SPRINKLER HEAD AND c-- -T CONNECT ONE UPRIGHT SPRINKLER HEAD IN ATTIC SPACE ABOVE AS SHOWN . TYPICAL l` I 4 I \ - - - - - - - - - - - -- - - - - - - - - (-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 El I 1 „(E) I - - - C— — — — — — — — — — - --- I i I I I (D 180 200 C- - - -j I J I 1 I 1 Ito I w o1 ,-9„ 9'-11 " 9'-11 " 1 "(E) I 11 I I I `� NEW 4 SPRINKLER PIPE 2 N 110 - - - - - - - - - - - - � I El _ I I I P FROM CEILING BELOW 2'- " I I I I I " N ^ 1 1- - - - - - - 1 ,-, E — — — — — — — — ) � 4"0 F I � I I O I I I I I c- - - 90 7,-6„ EXISTINC CHECK ► I _ _ 1 ^ I I I 100 ANDI 1 w I I 350 VALVE IF — — — — - rl I I I I I BARREL CEILING 240 320 ANTIFREEZE FILL 1 11 II Ir Il�I II I 1 220 0 0( 2 E o VALVE 2 (E) - - - - - - - - - ^ I 1 1 1 w " �n( ) - - � E - - - - - - - ) 2 (E) 2 (E) 2 0 2110 12 1 "(E 5 -0 5 -0 , 340 310 9 -11 O 1 1 n � I I I •J I I I I �r �,, N N 1 '� I I I i I I I CATHEDRAL CEILING I I 1 "� `° 1 �b 1 "(E) 1 I w - - - - - - - - - -I- � " i l I 11 I 1 „(E) 250 330 I I 11 I I I EXISTING 4" W ATTIC ACCES I I I 1 STAIRS I �'� - - - - - - - - - - - - - --ti'� o RISER P FROM N I I I I I I I ^ 1 1 ) (E) N FLOG 1 „(E)BELOW I L � -�- - - - - - - - - - - - - J 1 � - I ATTIC ABOVE I j I 2 4�L - - - -1 "(E) - - - - - �� SUPPORT AREA L — - - - 1 �� 2 SPRINKLER PIPE DOWN 500 F- - - _ - - - _ _ _ - -I_ _ _ - - - - _ _ _ _ _I- - _ _ - I I FROM ATTIC TO CEILING 390 4"0 470 ❑ v SPACE. TYPICAL OF 3 o o 1 (E) 1 �^ 1 w l ^ I I ► I 10 _I 10 �- - - - - - - - - - - - -- d I I I 1 u, ATTIC ABOVE TERRACE 1 1„ ° 1 „(E) 2"0 2 12 q, 1 „o 1 (E) 4'� - - -�- - - - - - - -4'� - - - - - - - - -:ti'' 410 380 5 -0 370 5-0" 460 9 -11 490 5-2" 1 N O N 0 N ItoIto1 „o 1 1 „(E) 1 00 1 „0 1 0 °°J 0 - - — — — — — — — — — -- — w ATTIC ABOVE TANK 400 480 51020 / I 10,_01p 30 I' I AREA ° I I G EXISTING I " SPRINKLER PIPE I 1 "(E) DOWN THROUGH CEILING TO - - - - - - - -4� - - - - - - - - -W� CONCEALED SPRINKLER HEAD. I �° °.� EXISTING RPZ IN HOT BOX �O TYPICAL I NEW 1 " SPRINKLER PIPE DOWN TO EXISTING UPRIGHT j INSPECTORS TEST CONNECTION I KEY PLAN p SCALE: NONE SPRINKLER HEADS IN ATTIC. 1 TYPICAL 1 "(E) �' - - - - - - - - - - -4' - - - - - - - - may'' I I I I I ^ I W AAA SERVICE 8c MAINTENANCE INC. 12-4 TECHNOLOGY DR. 4� - - -- - - - - - - -�� - - - - - - - --- EAST SETAUKET, NY 11733 PH#(631 )-689-6869 FAX#(631 )-751 -5030 CONTACT NAME: ROGER NCFM LIC # SPLO1454 PROJECT: HAZARD SPARKLING POINTE WINERY ORDINARY GROUP 1 3975 COUNTY R D 48 DRY SYSTEM TYPE � DATE SOUTHOLDN , NY 11971 SURVEY DRAWN FP 6/28/12 DRAWING TITLE: ATTIC CHECKED PEF P: 631-696-0330 FIRE SPRINKLER PLAN AND DETAILS LISTED F: 631-696-0330 CONTRACT WITH: - FREEMAN z ENGINEERING, PLLC .07a9'� ��� MEP Engineers '°Roy P� SCALE REV. CONTACT PERSON DRAWING NO. CONTRACT NO. email:freemaneng@optonline.net ESSpN „19 Belwyn Lane,South Setauket,NY 11720 3/ 16 — 1 , S P—3 REV. a/20/05 STRUCTURAL REV I EN BY STEVE MARESGA, PE 5NOMO D"�D�LE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS No 188-0-1 NEST MONTAU�G HIOHNA-l-, HAMPTON BAYS, N-1- II� CJ N 4TER' I FINISHES NOTE 23 FOR WALL OPENING 'PROTEGTION OF120 MPH S-SEGONID HIND GUSTS PHONE 651 -720 ci4aC ( MAXIMUM MEAN ROOF HE I&HT: 55 i) 51MP5oN LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: PRIMARY OCCUPANCY: W I NERY ICE SHIELD UNDERLAYMENT SHUTTER ASSEMBLY � R OUIRED - 24" FROM WC-E ( A-2 PUBLIC ASSEMBLY) DE51 GN IN ACCORDANCE WITH N.T.5. PREFABRICATED TRUSSES NY STATE BUILDING CODE FOR PANEL SPANS: 0 < 4'0 WIDIE SPAN ® 24 oC OR 2XI2 R.R. ® 16 OG >= HEIGHT � 25/32„ APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD \ (OVERLAP AROUND OPENINGS 4 ) l ALTERNATE POSITION OF HURRICANE LIP USE 35i_O�i MAXIMUM GROUND 5NOW LOAD - 20 PSE. uj 0 ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ ASSEMBLY - 100 PSE. L.L. IIIIIIIIIIIIIIIM11 I �: #lOx3" (W/ WA5HER5) GALVINIZED> OR STAINLESS STEEL WIND SPEED - 120 MPH uj WOOD SCREW @ 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED, FROM FIRE AREA SEISMIC DESIGN GATEGORY - B Z #10 TEE NUTS ATTACHED TO BLD6. W/ #10xl-1/2 ( W/ WASHERS) RAFTER TO S RAFTERS TUD. - A-2 PUBLIC ASSMEBLY - 6000 5F WEATHERING - SEVERE MACHINE BOLT ® 12" O.G. 58d NAILS EAC „ COORDINATE W/ ARCHITECT BUILDING AREA: 10,674 5F FRC5T LINE DEPTH - 36 CLIPS FOR TRUSSES INCREASE AREA: 25,500 SF APA RATED PLYWOOD TO TERMITE - MODERATE TO HEAVY EXTEND TO TOP OF TOP PROVIDE 8d COMMON (FRONTAGE SPRINKLER) ui PLATE. NAILS ® 4" O.G. AT DECAY - SLIGHT EXTERIOR EDGE OF ALL ICE SHIELD UNDERLA`1'MENT REGU I RED - YES TYPE OF CONSTRUCTION O CONVENTIONAL LIGHT FRAME WOOD il CONSTRUCTION - 5B W/ SPRINKLER SYSTEM Z 0 LTIPLE SECTION A55EMBLY: Q 1/4" THICK BOLTS a 2' OG Q GENERAL NOTESVOW a I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE yj BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN a 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY PLYWOOD 5HEATHIN& MINIMUM 28 DAY STRENGTH OF 5500 F51 CONSERVATION CODE. TO OVER LAP BOX BEAM - TOP ; BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Q ELECTRICAL AND MECHANICAL COMPONENTS TO BE 16. -� 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGNED AND SPECIFIED BY OTHERS. O SHUTTER ASSEMBLY DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 2 x 6 ®I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. _ STUDS 17. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N.T.S. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM ~ 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPANS:4' OR WIDER SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3 4" DIAMETER. O b CONTRACTOR SHALL OBTAIN ALL PERMITS AND. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. V) 1/2" APA SPAN-RATED 48/24 5HIEATHING GRADE PLYWOOD VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINIEER (OVERLAP AROUND OPENINGS 4") ANRAP ROUND SILL PL�A.�E CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS @ 24" OG AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A 501L lei. DO NOT BAGKFILL AGAINST FOUNDATION WALLS A55EMBLY: SIMPSON MST2'i BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 11/2" WIDE - 20 6A5E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EMBLE PLYWOOD TO ax4'5: # IOx3" (W/ WA5HER5) GALVINIZED OR METAL STRAP o48" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12" O.G. CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT 2). ATTACHING STRUCTURAL PANIEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE # " ° 8d NAILS ® 4• O.C. RELATIVE DENSITY. 21. SMOKE DETECTORS AS REQUIRED BY Z lOx3 (W/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL .;�• WOOD SCREW ® 16" O.G. Er. NEW YORK STATE BUILDING GORE. N a �q .:��. • • 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #s REBAR ;< -r','? 2 x 6 SILL PLATE 22. OVERHEAD DOORS TO BE RATED FOR 120 MPH. PNIND LOAD ti SUPPORTED BY DOUBLE UPRIGHTS, 61.0 FT AND OVER Y-- #10 TEE NUTS ATTACHED TO BLD)CG. W/ #IOxI-I/2 ( W/ WASHERS) ACo �A�• o MACHINE BOLT ® 12" O.G. '� �� BY TRIPLE UPRIGHT5. ALL HEADERS TO BE 25. ALL INTERIOR FIN15HF-5 TO COMPLY WITH Q 0 SEE FOUNDATION DWG. ;:�ti,;.'. v) >_ •Y•'•,L n n n MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. NY STATE BUILIDNG CODE o FOR DESIGN. �..;}.. 5/8 x 12 AB. ®48 OG. W J •C) FENDER WA5HER. W Z W IL 8. PROVIDE FIRE5TOPPING AT ALL LEVEL H a Z WINDOWS GLAZED OPENING W PENETRATIONS n W .v PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. cl. PROVIDE FLASHING AT ALL ROOF BREAKS, Q N a to IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS w N U M A5TM I- 19Q(5 AND OF A5TM 188(b). AND DECKS ETC.. CONTRACTOR MAY USE WOOD 57RUOTURAL PANELS Q ~ IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT 50ALE DRAWIN65. y N • v ccv) PANELS TO BE PRECUT TO FIT OWER WINDOWS WITH HARDWARE PROVIDED. FA5TENER5 TO BE DESIGNED TO CRITICAL LOAD PATH ii. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. --- - - FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. - LABEL LOCATIONS ON EACH PANdEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FF '� Z NAILING SCHEDULE FRAMING 140TES SIZED FOR COMMON NAILS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" rR� AR DOUGLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. BETTER' i NTERMED I ATE. JOIST TO SILL OR GIRDER 5-8d (TOENAIL) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5" OJ CT NGj✓ h BRIDGING TO JOIST 2-8d (TOENAIL TO EACH END) I I. ALL INTERIOR AND EXTERIOR FINISHES, FLASHIN(s ///f 50LE PLATE TO JOIST OR GIRDER Ibd a 16" OG (FACE NAIL) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 108 o TOP PLATE TO STUD 2-I6d (ENDNAIL) o <'10 STUD TO SOLE PLATE 4-Sd (TOENAIL) S. ALL SUBFLOORI�NG TO BE APA RATED STUDD-I-FLOOR, U-� DOUBLE STUDS Ibd ® 24" OG (FAZE NAIL) EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DOUBLE TOP PLATE Ibd a 4" 0 (FAZACEE NAIL) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE ` NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR CHECKED BY: NS BLOCKING BETWEEN JST OR R.R. 3-8d (TOENAIL) &ABLE ROOFS TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TO TOP PLATE 4. ALL HEADERS b-0" AND AND OVER SHALL BE SUPPORTED DATE: o �10 RIM JOIST TO TOP PLATE ad ® 16"OG (TOENAIL) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATES, LAPS 4 INTERSECTIONS 2-Ibd (PAGE NAIL)) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. May 4, 2012 o o CONT. HEADER, TWO PIECES 16d (I6 Or. ALONG EDGE) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. . CEILING JOISTS TO PLATE 3-8d (TOENAIL) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h CONTINUOUS HEADER TO STUD 4-5d (TOENAIL) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL NTS CEILING JOISTS, LAPS OVER PART.* 3-Ibd MIN. (FAGENIAIL) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: IOR o <,45 O CEILING JOIST TO PARALLEL RAFTERS* 3-16d MIN. (FAGENIAIL) ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED RAFTER TO PLATE* 3-8d (TOEMAIL) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BUILT UP CORNER STUDS 16d (24"00) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BUILT UP GIRDER $ BEAMS 20D ® 32"00 (FAkCENAIL ® T45 STAGGERED stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"' STRUCTURAL &ABLE ROOFS ON OFPO5ITF SIDES LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & o< o �45 0 COLLAR TIE TO RAFTER 3-I0d (FAGENAIL) '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 10R o <'30 o Io JACK RAFTER TO HIP 3-I0d (TOENAIL) PARTITIONS OR AS NOTED ON DRAWINGS. DETAILS ROOF RAFTER TO 2X RIDGE BM 2-I&D (TOENAIL) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE 8d COMMON NAILS a 4' o.C. JOIST TO BAND JOIST 3-I6d (FAGENAIL) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.C. LEDGER STRIP 3-16d (FAGENAIL) HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" VIA. to° o Aso O SUBFLOOR, ROOF, WALL 5HEATHING 8d ®6"OG EDGES„ ® 12" INTERMEDIATE SUPPORTS "TEGO" OR APPROVED EQUAL. TO FRAMING GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: *5EE SECTION 2505.10.4.1, TABLE 2505.10.4.1 cl. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE 8d NAILS ® 4 O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HI&H PRE55URE ZONES. BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES l OWNER. FINAL SET �J SITE DATA SCTM# 1000-59-10-1 PROPERTY: 39750 CR 48 ADDRESS SOUTHOLD, NY 11971 OWNER: THOMAS P. ROSICKI CYNTHIA ROSICKI (SPARKLING POINTE, LLC) SITE: 526,560 SQ. FT. =12.088 AC ZONING: A-C SURVEYOR: STANLEY J. ISAKSEN,JR PO BOX 294 NEW SUFFOLK, NY 11956 LICENSE# 49273 DATED 18 AUGUST 2006 Y ZONING BUILDING: EXIST.TOTAL: 17,189 SQ. FT. AREA EXIST.WINERY(foot print): 7,6162 SQ.FT. O ZONING AC EXIST. CRUSH PAD: 2,885 SQ.FT. '- EXIST. TERRACES: s,s42 SQ. FT. uj FARM SEE ENLARGED SITE LB PROPOSED: PLAN SHEET # 2 -- CRUSH PAD: 1180 SQ.FT. EXIST.WINERY(foot print): 7,6162 SQ.FT. W RESIDENCE EXIST.TERRACES: 6,642 SQ.FT. Z ZONING BUSINESS NEW CRUSH PAD: 1180 SQ.FT. FARM 4 RESIDENCE NEW ADDITION: 2,885 SQ. FT _ AC (AT EXIST.CRUSHING PAD) RESIDENCE �- LOT: 3.4.8%ACTUAL/ 20% MAX.ALLOWABLE COVERAGE PARKING: 22,558 SQ FT / 4.3%LOT COVERAGE \ — , LANDSCAPING: 484,062 SQ FT / 91.9%LOT COVERAGE ZLu O ...................�- \ NORTH ROAD COUNTY RoA 4� LOCATION MAP o ;E 5g4.88 1 LO Z4INING / ��`�� \\ su CL ANT Q CD / L R /COUNTY ROAD J l DRAINAGE BAI RBUSINESS/ ESIDENCE — � \ N 21 2850 E \ m \ \ ego@yak �,�a�s� � Z Aillillik � a Q pCKERLY PON �— 01-� 682.Oa�' \` ,,;c,c.�? ZONING ROP sED AC SITE ' met ADDI ION so VACANTmi 1 1000-59-10-2 a / ANNE A HUBBARD / 40 0�, 2° Lu / ZO ING z' 9 LEGGET RD z I N \ f BRONXVILLE NY 10708 I / C ' N -- --TED A-- 010 ACRES TOWN OF SOUTHOLD DEVELOPMENT RIGHTS / \ `aam �O'�erj O A / ❑ I I � � I I I � yA°' Q 1910 I RESIDENCE BARN a / ZONINGI � � �' SGTM 0 10�00—m 10-I � 0 LI — PUBLIC V%4L FIELD& \ ❑ ❑ ❑ / I \ ss PUMPING STATION 0,� / 1000-iY 3-4 I El 3410 ACK PD LN \ �_ TOTAL AREA OF LOT AS PLANTED VINEYARD 10. 78 ACRES / SUFFOLK OUNTY I WATER AUTTORITY 4060 SUNR E HWY \ EXISTING / OAKDALE ICY 11769 \ VINEYARD S3 so0 06 Z U) Q• uC2 aoLi Na o � W �. Z W 'o ago `° EXISTINds VINEYARD / ZONING / / AC / APPROVED AS NOTED cl) cl) // I FARM / DATE `' e.P.# �3l/`�7 \ PLA TED VINEY D WITH IRRIGATION AtND 1000-59-10-6.3 � ELECTRIC FACILITIES TUCKER LN / DONNA DZUGAS-SMITH FEE: ®Y \ \ I I 2745 TUCKERS LN NOTIFY BUILDING DEPARTMENT AT \ / / SOUTHOLD NY 11971 / 765-1802 8 AM TO 4 PM FOR THE \ ab ^°*�+ *,�► +�* �►., FOLLOWING INSPECTIONS: \ . ' `� I . - 4, + t.' . • 1. FOUNDATION-TWO REQUIRED "w 123'6 Z / / . > FOR POURED CONCRETE ��E OF NEtVY \ s 2C 3�' [/�jt �` 2. ROUGH-FRAMING,PLUMBING, CO �( i-•S Tic 0 _ate N / �_ 4:a � r W w: / STRAPPING,ELECTRICAL&CAULKING M� I 3. INSULATION v \ OP'°Ggti,� 4. FINAL-CONSTRUCTION&ELECTRICAL W f Z MUST BE COMPLETE FOR C.O. x, \ \ \ F R1F / � � � � ALL CONSTRUCTION SHALL MEET THE p; se \ wi / RETAIN STORY VV ATER RU.:0. REQUIREMENTS OF THE CODES OF NEW 01 ZONING 3 , YORK STATE. NOT RESPONSIBLE FOR ti AC NO 4 k • ��� 1—ops PURSUAF9T TO CNAPTEF3 2 DESIGN OR CONSTRUCTION ERRORS. t: `�F'A ��\�''FR � OFTH'TO'�:►JCOM. IPROJE TNO: 1106 1000-69-3-9.3 \\RO//Ar0 2340 ACKERLY PD LN TOWN OF SOUTHOLD DEVELOPMENT RIGHTS <4j� \\ / COMPLY WITH ALL CODES OF DRAWN BY: 2340 ACKERLY PD LN N S SOUTHOLD NY 11971 \t' 4s \ NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF CHECKED BY: NS SOUTHIMTM NZBA DATE: \� sg -40 \\��\ SOUTF"WTOZNPLANt,I",3BOARD MARCH 23, 2012 SOUTH%DTa''NTRUSTEES SCALE: 1" = 100'-0" N.Y.S.D0 SHEET TITLE: SMTE PLAN SCALE: 1 = 100'-0vv PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE ELECTRICAL OVERALL CERTIFICA TE OF OCCURANCO Y INSPECTION REQUIRED SITE PLAN SOLDER USED IN KIA TER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 10/If 0 LEAD. ALL CONSTRUCT171 S4f LL t'"ET Ttiw R:-0UI^El :-NTS OF THE COO=W NEV YQ'"1K.STATE. SHEET NO: OCCUPANCY O USE IS Ull- l!l,�-Ull PLUMBING ING WASTE WITf�1O , cr.- `��II' rN &WATERLINENEED OF OCCUPY,%= TESTE.'G CEFORE COVERING PERMIT & CONSTRUCTION SET D NoRTH 17771 EXIST. >= NTRY w Y EXIST. O DUMPSTER }- rTiLli O W z FF EXIST. ui PARKING zz 0 H- 564.88 0 < 00 LAYiN EXIS . .� w ENTRY EXIT 21.28'SQ++E NEW DRYWELL OQ EXIST. r-/ P, RKI NG GOURTYA I o J y.�, W O �EXIS� T �' � //^� NEW DRYWELL =• / N IN �O/� axb EXIST. �. !mil I NERY �n �n od z z I EXIST. Q. Y TERRACE cylJ EXIST. DEERFENCE — - - — — — REMAIN O W J• � Q z N — -- _ \\ NEW DRYYVELL W• o p �sr G I NG PAD KV o\ W• a N IVINI RE) \ GONG. AB y yv N RELOCATE EXIST. EXIST.TnEE LAWN / I 1 20 y N- 40 SIDE Y�.RD PITCH GONG SLAB I ADD CAST IRON TO NEW SURFACE SURFACE GRATE INLET GRATE INLET I AND GONG COLLAR AS I REG2UIRD a , NOTE: OF NCtV DRYWELL'S'WITH CF �" NcOTE: PROV I DE HAT BALES t 8�/ ; '. UUNDENRGROOUND F \G S T�cF�20Q� SEE SHEET #1 FOR AT PERIMETER OF EXIST. RELOCATED '{ �� ,! NEW DRYWELL CHERRY TREES J'' z OVERALL. S 1 TE PLAIN CRUSHING PAID AREA DURING EXGAVATION OF FOUNDATION. -77953- ROJEC7''NO: 1106 DRAWN BY: NS & UT I N o CHECKED BY: NS DRAINAGE CALCULATIONS: DATE: ROOF STRUCTURE MARCH 23, 2012 DRY WELL AREA x RAINFALL x RUNOFF FACTOR SCALE: 1.. = 20'-0.. (DW) "A" 2,859 SF x (2/12 FT.) x 1.0 =477 CU. FT. 25' USE: (2) 8' DIAMETER x 6'HIGH POOL SHEET TITLE: SIDE YARD [ I L I Lq A^2 Aml I Rl' (2) 8'X 6' STORM DRAIN RING =506 CU. FT. PROVIDED REQUIRED ENLARGED SCALE: ��� = 2����� 506 CU. FT. 477 CU. FT. CRUSHING PAD SITE DRY WELL AREA x RAINFALL x RUNOFF FACTOR PLAN (DW) "B" 1,192 SF x (2/12 FT.) x 1.0 = 199 CU. FT. USE: (1) 8' DIAMETER x 5' HIGH POOL (1) 8'X 5' STORM DRAIN RING =211 CU. FT. PROVIDED REQUIRED SHEET NO: 211 CU. FT. > 199 CU. FT. 00) cr➢ PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD >= Y O Lu >- Z o a a Z O � O Q W Z Q 10 11 SEE SHEET #6 FOR ENLARGED PLAN p Ix J O Noe F- EXISTING EX15T. TRENCH DRAIN 0 MECHANICAL/ STORAGE RM X IST.(D EXIT I EXISTING i STORAGE EXIST. LONER BASEMENT EXIST. X, — T �FU20M i 06 z f � (-o� f C cn a Q wJ' w = I Q = aZ .. W� w• � „ o I a � � s mow• NV � �I w aI-• V � 15T OI w fiI UP COMPACTED LINE OF DALGOH'M-Y ABOVE NEW TANK FERMENTATION �E of NFw ELL I AREA AND E30TTL I NG LINE ��P y EXISTING, (AT EXIST. CRUSHING PAD) Pr�'�( L- S7-,,,F! Oa"ORADE ABOVE �� TANK AND BARREL :,...��� FERMENTATION AREA6= " Z EXIST. CONCRETE 1 � u — RETAINING WALLS a � `- 10 — -- -- - - -- — �- - -- - - -- — — — — — - - PROJECTNO/ 1108 a I ° --EXIST. GON-i DRAWN BY: NS 5L.A5 - REMoNE I AS REQ'D COMPACTED CHECKED BY: NS I w DATE: ON dwA.R ABOVE I ' I ry � MARCH 23,2012 w SCALE: I ' u- NOTE: 1/8"=1'-0" 10 FOR ADDITIONAL SHEET TITLE: I I ( DIMENSIONS - SEE SHEET 01 OVERALL - - - - - -� LOWER LEVE - - - - - - - - - - - - - - FLOOR - � PLAN 5o1-Io„ FIELD VERIFY ,uff " vtKALL LOWEmKmtk LEV"E L P L A IME SCALE: 1/8" _ 'I' -O" SHEET NO: I., PERMIT & CONSTRUCTION SET REVISED-3/21112 CRUSHING PAD Y O Lu >- ENTfiZ O ARD Z �3ED ING P1T1N6 Q RETAIL SPACE X O lu I- 0 EXISTINS O11-- OFFICE AFZEA Q RETAIL STORAGE PITiNG W Z Q ' - - - - - - - - - SEE SHEET #7 FOR ENLARGED PLAN MINE LIBRARY � G 1T I SIDE I I I I I MAIN ST• I I i t J I ENTRY I I I I I I ENTRY I I - - - - - - - - - 0� — — — — — — — — — — TASTI�RNE6�BAR RAILING RAILING .'i O c ) ® NEW OFFICE REA P, if - 30 O < EXISTING EXIST. UIPPER Z. TASTI NCG ROOM ca Q C cnQ• O oI;"l.;. O O 12 J S O r o q . OPEN TO NEW w = a TAN FERMENTATION AND i30TTL NG LINE REA � w: Q N �_ � EXISTING TASTING ROOM ' BELOW g w• 5 WFFORT AREA_ Q - ELL EXIIST. BALCONY D REMOVE EWIST.RAILING -- - - Pa DE: NEW FUCED OF NF tV 12— A_ 2P LM — AN OPEN TO 1EXI5T. D1 `' ' 0,,95 TANK AND BARREL EXIT FERMENTATION AREA F f. BELOW I PROJECTO: 1108 � I DRAWN BY: NS L _ CHECKED BY: NS I IT. GY CRUSHING PAD ; DATE: L"T GONG. SLAB _cmv Q MARCH 23,2012 tutu SCALE: u- 1/8"=1'-0" WAG SHEET TITLE: VJ'E R MALL UPPER` LEVF E L PLAN- 4 OVERALL SCALE: 1/8" = 1' -0" PER LEVEL FLOOR - PLAN 'J-O'-10" UNCOVERED SHEET No: CRUSHING PAD PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD >= 0 Lu >- - - - - - - - - � -_____ _- ______�� w ,I li Z II EXIST. 2 K PRE-FAB ROOF I i TRUSSES AT 24' O j lui I Adftk II II N _ 10 11 =_ J II 10 11 EXIS ING I 50'-10" 0 ASPHALT INGLE ROOF I Q � 18'-2" 32'-8" it NEW b ALUM. GUTTER TO MATGH IST. W I j z �I I APTTNEWEVXIS I I � - EXISTING ARc+fw I TRUSSe.i AT 24" D I I Q I I � II f- 0 C N cl) (n 12 I 12 I I• g1 N I V l VALLEY (TYP) �11 I I Q• II� 1J "''' & oq'" Z z a Z LL � W• VQ wq ig S-I 7 /9 " II II III , � w• aC, 1 II �I V =2XIO=PLATE T I 2X10 PLATE AT Im N- =_OOFiNTERSECTI I R ® 1 1 I 1 Hill II I � I EXIST. 2 PRE-FAB ROOF TRUSSE 5 AT 24" OG NEW b"ALUM. GUTTER TO MATGH EXIST. OF NEB, I I II I 1 PROJECT.N0: 1108 I I I DRAWN BY: NS - - - �L= _____ ====�J CHECKED BY: NS EXIST. GUTTER DATE: MARCH 23,2012 SCALE: 1/8"=1'-0" SHEET TITLE: ROOF & ROOF FRAMIN PLANS rArt-ITI A L R(0)OF FRAMING PLAim PAM I IAL ROOF mVo'& L AIM' . SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SHEET NO: apmoopq PERMIT & CONSTRUCTION SET ,, REVISED-3/21112 CRUSHING PAD 1/2 B 10 15"x5"xl/4" STL 10 11 NEW WATER HEATER iGOL. W/ BASE P SIM. F� AT EXIST. CLOSET OEM DETAIL) ---- WALL ABOVE - W 12x35- - - -- - - _ ---- --------- - - - - -- - -- -- - - Ex T. TFRZEN VR^1N I I 8" P.G WALL 4 q 1/2" TJI 250—� _ ' _ FLR JST AT W/aXlb FT6 OG u� t (•I 10 I6" � � •9 u ------- B1 -�R - --- - - >= EX15TIN& o o _ ,,.. EX15T. 0[ AREA � � I -r0 a � DOOR 0 TO I LET OFF I -� LAB -n 1- = O 1 „ UJ >- I ROOM -Jy2 �'-6" q'-3" 6I q t W 31 I " 25'-4" ® Z 107 GL. , _ 1 _ PROVIDE #5 UP E R%EMOVE EXIST. CLOSET 4X4XI/4 r 5"x5"xl/4" STL DEFORMED REBAR 24 " \ 4 PATCH ALL FINISHES 5TL COL. W 12x35 - - -I BEARING WP�LL ABOVE COL. CONT. TO ROOF LONG AT 24" O.G. SET EX15T I ,�E—STORE EXIST. CLOSET •� CHANGE IN ----- " „ I �FT6 bWl3-#4 REBAR GUW�-L 8" AND DOORS FOR REUSE 0 GL6 ABOVE I I �/4 xa xq B - � _ PLATE W/4-3/4 xl0 FROEA MBO OM - 11 SIMPSON AGR IG TIE; EXIST. CONCRERoomTE O 21'-4y2" 'Ti I/2" EMBED- IN. 28'-5y2" RETAINING WALLS /Ft 1/2" TJI 250 FLR J5 AT 1611 OG II I1 OAmk HI— DN 11 w 11 NSTALL SOLID I Z 1 4 I/211' O.D. COL. MANHOLE GO u FILLED W/CONG. NEN TANK FERMPNTAT I ON � Q AREA AND E30TTL_I N(5 LINE Q 4-2X6 POST I J w I 1 —36"x36"Ab" P.0 Q EXISTING GONG. SLAB W/ NEW EXPDXY GOATIN6 IL FT6 WVS-#4 REBAR I ® Q I EA KAY- SET 4" NOTE: � _ O u 11 FROM BOTTOM AREA OF NEW GONSTRIJOTION TO BE - kn 1 I NON HEATED AND HAVE A FIRE -' w = SUP?FSSION SPRINKLER SYSTEM O - GIs in N = 11woo 07 EL TO 11 :3 UP ,I I II 4-2X6 POSTz AL - - „ LYL� �. Z. -- - - --- - --- - ----- -- -- ---- I I I L Q• 1 94 -1 I COVERS TO REMAIN Lu) a a z z I (V mll = '=u, --_ EXIST. MANHOLE = W. a -- B2 COVER TO REMAIN IJJ. N F - --- ---- v� v�• - --- ---- � 0 /10 �=ZR�3 >- � 10 EX15TINO TANK 1/2_ RMEN TTION AREA CLOSET nc 10 RETEXISAINING WALLS Owo /10 OF NFt,Y r-------- ----------- ------------ ------------ --- r--- ------------------------------------------ -------------------------, I C :��..... z Zoo,I - PROVIDE #5 DEFORMED ' 2q'-oy „ ; REBAR 24" LONG AT > 2 ' ; 24" O.G. SET IN GONG. WALL. b" AND &ROUTED. iS, 07; 53- 1 1 50,-101, I ,, PROJECT NO: 1106 GOMPAGTED i = i DRAWN BY: EXIST. CONCRETE ,: ; NS 3 1SLABI REQUII� AS F I LL '": CTIECKED BY 'NS 10 1 1 :•r, I NEW OONGRE I SLAB D TE: ON GRADE ABOVE ; :' ; 1 MARCH 23, 2012 . 1/4.. = 1. p.. '1 i SHEET TITLE: 1 L ATE EXIST. D zrVELL ' 1 ; r ENLARGED PR TO CONSTRUCTION I GONG. COLLAR i ; , LOWER LEVE REI WIRED FOR NEW 61.e7RATE 8" THK REINFORCED 1 I FLOOR PLAN PROVIDE #5 DEFORMED AT NEW SLAB \� POURED CONCRETE 4 is REBAR 24" LONG AT WALL WITH 8"XI6" FT6 I I 24" O.G. SET IN GONG. WALL 6" AND GROUTED. 1 1 1 I ;lt 1 ---L------------- ------- ------------------------------------------------------------ --- I I 4 •i. t"•- •ti.ry w Wit' 't. / i.• +r• S a.jM• --:---- ---- r-----------------Y—`---,.:.---- ------------�f-� SHEET NO: ...•. •{ �/. � � = r • ' �r `. t f ! ♦!•r . fy;.•�.•t• t .ti�:'i• � ' 7!. • r .t '� ti.!.}.:• a t. .y . ' Y Y ... s. ALIGN NEW MN WALL W/ EXIST. FDN WALL E N L A rm"' G E 'um% L 0 W E L V LE L F L U04' 0 R rr"" L A 01 L mo SCALE: 1/4" = 1' -0" PERMIT & CONSTRUCTION SET REVISED-3121/12 CRUSHING PAD TiOlUET A B lo 10 11 11 uo El -2X6 POST 3-2Xfi POS - 0 O 0 O O O EXIST. , TASTING BAR ———————— ——— - ——————--- AREA ---- --- - o I I I I O EQUAL EQUAL IIII��ws STOF'.AGE SHELF 5/4" PLYWO DMOVE EXIST. INDOW O INSTALL NEW IN16 `o r EXIST. OPENING ii NEI D A O UP I II O c_v O FF I GF. AREA n o ——— WD FL TO MATCH EXIST. ui O " 11 " 5 x A/4 STL BEARI WALL D O O R LL CONT. TO . O UP 3-�1 1/2" LVL 2-2X6 14'-4y2" 14'-4y2" EX15TING Z I ¢ , Z a O TA5TING ROOM - — ® 2 50'-loll �V o 01111" I o c Q O 12 nt H � I OPEN TO 0 TANG FERMENTATION AREA Q PATCH AND REFINSH FLOOR 2X6 POST 2XFa POST _ _ _ ,AND BOTTL-I NG LINE AS REGUIRED - - - - - —'� I^I _ 3-II `�/8" LVL(RIDGE BEAM) BELOr � UP REMOVE EXIST. WALL 4 STORE ' DOOR AND SIDELITES FOR REUSE v m = Ko -j - NEW PREFAB ROOF TRUSSES at 24" OC REUSE EXIST. FRENCH a �5 -� 5 p/ace�- f?� cr) cl) DOOR IN NEW OPEN'G U �p � " d a XA ix REMOVE EXIST. RAILING AND �- 5TORA& INSTALL NEW WALL AND SIDELITES ���, 2XFa POST ' �- - —�1-iT�C�— — ---� X ad z- El w 6a 6a 6b 6b I =-�' cn Q• EXIST. WINDOW TO REMAIN V = I r o } WJ• � o z O kQz � A � W• � � Wh a N � N O � W. N = F•- GtKABLE iN V n GA AALKK FOR G ry N N• ACCIE55 - �f � I OPE i� TO DN EXIST. RAILING TANG FERMENTATION LANDING I 42" H. r COL. CONT.ROOF O O A =N EXIT --- ����OF NEI,Vy, - o - g S rFF O :— 5/4 3 4 O 51Mf'SON HDU2. LD- 4'-4" DOWN - LOGA IONS o»s c, G i RELOCATE EXIST: HVAC UNIT PROJECT NO: H 1108 DRAWN BY: �———= ORU5H I NG PAD . � NS NEW 6" THK P.G. SLAB YV/ 3 CHECKED BY: EX 15T REBAR ® 6" OC EACH W�4Y (SET 2" p DATE: GYGO OFF BOTTOM OF SLAB) SET ON COMPACTED GRANULAR SOIL USE. w MARCH 23, 2012 UNIT . 4000 PSI CONCRETE 1/4" = I - 0.. ' SHEET TITLE: NEW.G.I -COVER.AT N EWORDIKA�TE EXACT ENLARGED LOCATION WITH ARCHITECT. UPPER LEVE HVAG FLOOR PLAN UNIT OGATED HVAG UNIT . SHEET NO: 03 ENLA` KGLu; UFFIt- R LE= 11tL FL%J%jK PLIAN SCALE: 1/4'" = V -0" PERMIT & CONSTRUCTION SET REVISED-3/21/12 71 CRUSHING PAD oil NEW ADDITION AT EX 1ST. GRU5H I NG PAD • B >= 11 �1 ASPHALT SHINGLE ROOF ON 50# ROOFING FELT ON 5/4" PLYWOODol, EXIST. ASPHALT SHINGLE ROOF SHEATHING ON NEW EXIST. ARCHED DORMER ui >' PREFAB ROOF TRUSSES 12 Moen T W EXIST A Z 10 kx) EX JN:iNINI7bW TO: . R MEMBRANE -400 ::. MATCH:EXISTING ROOF OVER 5/4" z Lu PLYWOOD SHEATHING SEXIST. STUCCO FINISH SIS 0 TOP OF P I— - c IALAM BO L Li Q I GN FASCIA IEM WITH EXI A CA AND FR CA A - .. STUCCO �FIN 15H•TO . �.,• - � IL MATCH EXITING; W :. i . • •, EX EX EX UX EX EX _u_ JIL F:. . - .. TOP' OF SUBFL gem :> AT ,OFFICE GE }- — — — - - ll. :.. :.. EXIST. 36 HIGHILA —ill I ... ..:-: :..; GUARD RAIL AT. ._ . N EA SIDE OF RAMP A : m EXIST. : . - . ... a _ ID�dD — i NEW STUCCO FINISH AT i CONC. ABOVE " ''�•'`, .',..;.. �\ J'----------------------------------------------------------------------------- ' ---- I -------------------------------- I ----' ---------- .. EXIST GO r � t � t ,� _�'. . GRADE L_r-----------------------------------------------------------------------------1------1--------------------------------L------L---------- :' EXIST. POURED CONC. cn RETAINING WALL i/ -LINE OF DR EXTERIOR TRIM SCHEDULE BEYOND EXIST. CONC. PROVIDE VERSATEX (CELLUAR PVC) AT ALL TRIM TOP OF SLAB i .• :` : ` %� ------------------------------- SLAB BE -------____-- ------------_ BOARDS, MOL.DIN&S AND SOFFITS - PAINT ALL. r------- -------- ------------------------------ ---------------------------------------------------------------------------- - ---------------------------------------------- - ----------------� RAKE: I"XIO" W/ I"X4" --------------------------------------------------------------------------- - RAKE FRIEZE: I"XIO" YV/ 4" GROWN MOLDING FASCIA BOARD: IXIO YV/ 6" ALUM. &UTTER FRIEZE/BEAM: IXI2 W1 5" GROWN MOLDING SOFFIT/PORCH CEILING: I" X 6" BEADBOARD PANELS ca Z. La IN OF10 H E L Em V A 1"10 No WINDOW TRIM: I" X 6" UNLESS NOTED OTHERWISE DOOR TRIM: I" X 6" UNLESS NOTED OTHERWISE Q g .. _ . " Jam• cY SCAILE. 1/4 - 1 -0 T Li LV -,• _ �NEW ADDITION AT EX 15T. GRUSN I NG PAD w• W a � o � F T J 11 a ~• " � cn cn ASPHALT SHINGLE ROOF ' IST. ASPHALT SHINGLE ROOF S ON 50# ROOFING FELT ON 5/4" PLYWOOD SHEATHING ON NEW EXIST. ARCHED DORMER PREFAB ROOF TRU55ES W/ LEAD COATED COPPER OF NEII,Y ROOF C ...• ��PG� L.STF�`O,p�r EX EX 12 A ER MEMBRANE 8 I95T. n �— Q ROOF OVER 5/4 NEW WINDOW AL16N FASCIA BOARD PLYWOOD SHEATHING :...: • AND FRIEZE WITH EXIST. .. .�MATGH EXISTING TOP OF PL PROJECT NO: 1106 DRAWN BY: E DB {: . . By: 3EXle EX A A 3EX :t ;....: � . •• DATE: O : MARC H 23 2012 • STUCCO•FINISFf TO�•�� - 5 cv IL O — MATGH EXI5TIN& ., ,. 4 1/4 = 1 -0 SHEET TITLE: . S T EXIST. STUCCO FINISH NORTH . . EW S TOP OF N L SOUTH ------------------------------------------------------------------------------- ELEVATION ----------------------------------------------------+ ----------- ----- ------------------------------------------------------------------------------- --------------------------------------- SEXIST. FDN WALLS SHEET NO: EXISTING RETAINING WALLS -> 1 ; AT EXIST. CRUSHING PAD TOP OF EX. SLAB -------------------------� L1-------------- -----------------------------------------------------' ------------------------ --------------L-----, -------� SCALE: 1/4" = V-0" PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD NEW ADDITION AT EXIST. ORU5N I NCG PAD C >= 12 ry O uj >_ Z ' EXIST. ASPHALT SHINGLE ROOFS ASPHALT SHINGLE ROOF EXIST. ASPHALT SHINGLE ROOFS Z ON 30# ROOFING FELT ON 5/4" PLYWOOD 5HEATHION NEVi PREFAB�ROOF TRUSSES _ � a ALIGN FASCIA BOARD ALIGN FASCIA BOARD O AND FRIEZE WITH EXIST. AND FRIEZE WITH EXIST. Q uj If r Aft :EX OB B A S :.' EXIST STUCCO FINISH �EXIST. TUGGO FINISH� . CEX XI 6 EXIST. HIGH : . GUARD RAIL AT_ L EA SIDE OF p wMP 4•. RA +-f , J ly TUGGf3 N SH T _ O MATiiH -STING ;.: i - FND WALL � STUCCO FINISH AT � < NEW POURED CONC. � i EXIST. CONC. ABOVE ---------------- ------------------- ------ ------------------------ ------------ , F------------------------------------------------------------ ------------------------------------------- < EXISTING RETAININ6 WALLS i i LINE OF EXIST. _-------- - - - - AT EXIST. CRUSHING PAD i i RAMP BEYOND r == —-------- --- -----------------= —T --- — odZ• L-------------------------------------------------------------------------------------------------------------------------------------------------- co Q• w J Im, r EAS TELEVAT101EXTERIOR TRIM 5C�IEDULE _ 2 LL PROVIDE VERSATEX (CELLUAR PVC) AT ALL TRIM W a N SCALE: 1/4" - 1 -0 BOARDS, MOLDINGS AND SOFFITS - PAINT ALL 2 W• " RAKE: I"XIO" W/ I"X,4," RAKE FRIEZE: I"XIO" W/ 4" GROWN MOLDING N N' FASCIA BOARD: IXIO W/ 6" ALUM. &UTTER FRIEZE/BEAM: IXI2 W/ 5" GROWN MOLDING SOFFIT/PORCH CEILING: J" X 6" BEADBOARD PANELS WINDOW TRIM: I" X 6" UNLESS NOTED OTHERWISE CONT. 4" GROWN 1/2" GYP BD AT DOOR TRIM: I" X 6" UNLESS NOTED OTHERWISE AT iCEILIN& ALL WALL5 $ CLG. COLUMNS/PILASTEIRS: POLYSTONE COMPOSITE COLUMN ��OF NEp'Y NO. 200- TUSCAN O 4i PG.� L. S T�� 0»95 1 / SHRED RGN� G PROJECTNO: ✓✓ 1106 IR GHT SIPS GH 51;I 3147 51G1 GH DRAWN BY: NS CHECKED BY: NS b a DATE: MARCH 23, 2012 SCALE:NEW BASEBD TO 114" = 19 _0 " MATCH EXIST. SHEET TITLE: EAST ELEVATION SOUTH ELEVATION aEll P "Kft TASTHN' G SHEET NO: SCALE: 3/8" = V-0" PERMIT CONSTRUCTION SET v REVISED-3121/12 CRUSHING PAD 12 - EXIST. ARCHED TOP DORMER TO REMAIN EXIST. ASPHALT SHINGLE ROOF 0 o W E z RUBBER r ROOF E (Elx ON 5/4" PLYWOOD SHEATHING z INTAIN 1/20/FT SLOPE AT 3-II "a LLVL FLAT ROOF MINIMUM RIDGE BE" R-90 GATT INSUL O 0 E EXIST. FRIEZE BOARD ZXb s1VDr ® I6 OG I I I I 71FINISHAT 6YP BD GL6 a ° W/R-14 BATT INSUL I I CEILING JST I I OVE EXIST. uj e16"00 W/ 1/2" OW 4 INSTALL IX12 FRIEZE BOARD 4 / \ PLYY'IOOD W/ I I DOOR II II GROWN MOLDING TO / \ BATTENS I I IX4 TRI 4 II u„j MATCH EXIST. z EXIST. WINDOW REUr�E EXIST. CRUSHING ( I / \ NEW IX6 TRIM I I I GE \ v II II Q E.X 4 TRIM TO REMAIN PAD RAILING As BALCONY I I / I I REMOVESTvcco I I °� 1A OPE NEW BALCONY I I TRI EXIST. WIR M/�IN vZ bs. II NEW ALUM. RAILING AT II STAIR TO MATCH EXIST. I I EXIST. STUCCO FINISH I I - _ TO REMAIN AT WEST WALL I I CRUSH I NCB PAD �� 2X4 sTi1D5 ® 16" oG II / EXIST. STUCCO FINISH TO I I I \ / I I WITH I/2" GYP BD - II / II REMAIN AT EAST WALL I l \ / I 5/4' PLYWD 5U5FL =f = 5/40 Pj*fm SLUM. I W/ IX6 FIN. FL TO Q 4 I " TJI 250 a 16" / J I I \ / AI CFEXIST. I T.. TO I I W -la BATT IN5UL MATCH EXIST. O (AGO1J�'TIG) 11 IX6 BASEBOARD NEW 6' THK P.G. SLAB NV #3 ol REBAR O 6" OG EACH WAY (SET 2' �,... OFF BOTTOM OF SLAB) SET ON 1 COMPACTED GRANULAR 501L USE I I I I 2X6 STUDs o 16" 4000 PSI CONCRETE I I I NE?q TANK FERMENTATION R-30 BATT INSUL W/R-la BATT INSUL o M 1/2" PLYWOOD GL6 2X8 P.T. SILL YV/ cn E SLOPE CONC. 1/4/FT I I I I AREA AND BOTTL I NG L I NE (FAINTED) EXIST. STUCCO FINISH W I2XSS M. BM Bo�LTS AT 24"O/G. .:}.= •.+' ';a,:, ' • .....a: ;;• ,.;.' ,. .; ;. r ;• I I I I TO REMAIN AT WEST WALL .•, • • '''' •: .:Y :: . ;.: TO SILL EXIST. — — ( I I I GRADE \/\/ \ EXIST. WINDOWS \// //\//\//\//\//\//\//\//\//\//\//\//\//\//\ / / 3 — I I ( ( 4 TRIM TO REMAIN :,�.•...\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ / 51M. = 4 EAST. OJ4 TRIM TO REMAIN I ( EXISTT. DOOR / \//\ ( I REMAIN ./ \\/\\ /\\/\\ /\\/ / STOfiZGE = I I /\//\ /\\/\\/\\/\\/\\/\\/ ROOM = I I \\/\\/ z \ \ \ \ \ \ \ NEW WD STAIR TO I_ I I WALL. \\ \\ N a �_ II EXIST. RETAINING EXIST. RETAINI \ \ \ \// - MATCH FIN. RISE EXIST. GONG SLAB WITH II" MIN TREAD I I I NEW EXPDXY COATING w J• F & ,� w. o 5 \/\\ \\/\\ \/\\ a 1- Aa E Ao`0"o 10 m1mm 5ulLmulNu a t; I - SCALE: 3/8" _ 1' -0" NEW 6' THK P.G. SLAB W/ 03 REBAR a 5 G� 6' OG EACH WAY (SET 2" OFF BOTTOM 5"x3'ki/4" 5TL GOL -� OF SLAB) SET ON COMPACTED ON 3/4'xa"xl5' STL 6RANULAR SOIL USE 4000 PSI BASE PLATE CONCRETE _ __ __ LINE OF EXIST. ---- --- - - -- 3 I' D. SIMPSON ACRYLIC TIE 12" LONG NV a' MIN. I' D. SIMPSON ACRYLIC c, �»95 1 v� ' : • • . II b ll TTI�I JE 1�2•�'��L.��O�NG W/ 4' MIN. 12' THK EXIST. GONG :: ° • - •. .. a : NEW 6" THK P.G. SLAB W/ 3 REBAR a NEW 2X6 STUDS • RETAINING WALL PROJECI`NO. ,• :- . '.'. - 1106 NEW 6" THK P.G. SLAB W/03 REBAR ® 6" OC EACH WAY (SET 2" OFF BOTTOM 16" Or, W/R-161 BATT EXIST. REBAR - TYP. e b` OG EACH WAY(SET 2' OFF BOTTOM OF SLAB) SET ON COMPACTED 1NSLL)($ P.T. SILL s e' DRAWN BY: NS OF SLAB) SET ON GOMPAGTED 6RANLLAR SOIL USE 4000 PSI GRANULAR SOIL U5E 4000 PSI CONCRETE CONCRETE CHECKED BY: NS �y'xl8' ANG�IOR .. �' • ',•'a' .. •� • 5 REBAR ell` OC. EA a " BOLTS AT 24' O/G. WAY - SET INTO EXIST. • . .. /8 : FASTENED TO SILL NEW CONCRETE BRACE :• �,ONG, Wpa-L b" EMBEDED •• . 12" THK EXIST. GONG w/WASHM 4 NUT. AT NEW 5TL GOL - SEE e _ •' DATE: W/EPDXY ADHESIVE .. .�.., •• RETAINING WALL MARCH 23, 2012 " FLOOR PLAN tr e. iv s „ ••• �• n N REBAR 012' OC EA SCALE: 6' IZ THK EXIST. GONt RETAINING WALL '• WAY - SET INTO EXIST. GOMPAGTED� ° e. �• GONG. WALL b" EMBEDED 3/8" = 1'-0" GRANULAR FILL = COMPACT "5 REBAR DONEL W/ EPDXY ADHESIVE AS REQUIRED - GRANULAR FILLED la" 24" L SET b' INTO •; '• SHEET TITLE: a AS REQUIRED EXIST. WALL W/ II #4. REBAR AT m SIMPSON ACRYLIC EXT6LINE OF F24" OG TIE ADHESIVE ——— — ——— —— —_ — —— —— _ — 1 /1;2 BUILDING 2-#5 REBAR - y SECTION '''.A EXIST. REIW. 4 ..• " SLR 1 PLAN DETAIL at BRACE /BASE PL ..A.. SCALE. 3/4 - 1 -0 Ib" - DETAIL at FDN WALL /CONC. SLAB * - DETAIL at CONC. SLAB EDGE 3 _ SHEET NO: 4 SCALE: 3/4" 1'-0" SCALE: 3/4" = 1'-0 XI " EST. FT6 n = - 2 DETAIL at COLUMN/BRACE SCALE: 3/4" = V-0" PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD HALT 5HINNX ROOF 12 ON 500 ROOFING FELT ON 5/4" PLYWOOD (I SHEATHINS ON NEWREFAB ROOF TRuseEs P >= GATT=D ZX ViO0O 'rRIlSSM-- Lu >_ AT 24' 20 W EXIST. ROOF STRUCTURE BEYOND Z Z O R0 BAIT III XL FEE! 0 1/2" PLYWOOD C1.6 0 O I w/BATTEN' I I Q II II 2x6 5TUD5 o I6"OG EX15T. STUCCO FINISH i i NEN BALCONY I W 2X6 BAIT INSUL TO REMAIN AT THIS y ,L I I "pl, o REINFORCED FIBERGL. 5/6" PLYWOOD SHEATHING I I I4100 pR . Gp` I E E X PANEL ON I/2 PILYWD E STUCCO FINI5H TO MATCH REUSE EXIST. CRUSHING I I I I Qmom" EXISTING ORU5H I NG PAD PAD RAILING AS BALCONY I ( I I EXIST. STUCCO FINISH TO C45TSWIC I I I I FIXED WINDOW REMAIN AT WEST WALL OKI' NEW ALUM. RAILING AT I I I I STAIR TO MATCH EXIST.14- I I I I WI � NUT 42" H WARD RAIL AT R�BA ISL I I I I W/12"BEADED BD GL6 0 DOOR FROM G.P. SDI S J NEW 6" THK P.G. SLAB W/05 I I <--IX4 TRIM BOARD STORAGE SHELF O REBAR o 6" OG EACH WAY (SET 2" x I IXIO TRIM BOARDS _ OFF BOTTOM OF SLAB) SET ON p/ AVA um b COMPACTED GRANULAR SOIL USE 4000 PSI CONCRETE NEW TANK FERMENTATION " O E SLOPE GONG. 1/4"/FT m w_ i' AREA AND BOTTLING LINE <--5"x5"xI/4" STL COL. -.. _ _ _ _ = EXIST. STUCCO FINISH CONT. TO ROOF • TO REMAIN AT THIS /\/\/\/\/\/\/\/\/\/\/\/\ \r; ..:`.';. �•: WALL RAIL N6 ARD - \ ,:�; \\�\\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\/ \ � � �\ �� � STUCCO FIN. //\// //\ // // // // // // // //////// / 2-Oy2 IJ TO MATCH EXIST \\ \\ \\ \\ \\ \\ \\ \\ \\ EXIST. RETAINING CEX / 1 WALL , EXIST. RETAINING \/ / /� \/\�\/\�\/\/\�\ WALL AT RAMP \ \\/\\/\\/\\/\\/\\/\\/\\/\/\\/�\/\\ i EXCIST. ORTRIM TO SIN E;5T. DOOR \�j\�j\�j\�j\�j\�j\�j\�/\�j REINFORCED FIBER6LA55 TRIM TO 1 O \ \\/\\ PANEL ON I/2" PLYVVOOD� REMAIN / / / / / / / / 4 I/2' O.D. COL °a Z ,/\/ FILLED W/GONG. j�j� � '\ � 10'x1o' ROLLING � 3/4 xq'x�l BASE C�1/ERHEAD DR g PLATE NV4-5/4"xl2 EXIST. CONG SLAB WITH 12 w RUBBER BI45EBOARD SIMPSON ACRYLIC TIES NEW ExPDXY COATING CURB BEY EXI5 . TRENCH W —�' w z '1 I/2" EMBED-MIN. DRAT _ W• � n /xi i����� .�i�i�i�i�i�i�i�i�i ,04 AR AT /\\/\\ EA YVAY SET 4 ARC / \\4 \/\\/ •`;f. \yin\ //\\/\\/\\/ K/x /FRD/M BO•fOM / / / / / / / / / / / / / / / / / / / / / / / / / / / / Z- / AR ••• "' `� 51M OF NEW y 10 ���G,� s TF °�� All" 77- mum I L iti %z P= Ulm 0 SCALE: 3/8" =11' -0" 1795 ' D y r PROJECtNO.: 1106 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 23, 2012 SCALE: 3/8" = V-0" SHEET TITLE: BUILDING SECTION ,.B" SHEET NO: PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD 11 ASPHALT 5HINSLE ROOF ON 500 ROOFING FELT ON 5/4" PLYWOOD SHEATHING ON NEW PREFAB ROOF TRI DES 12 Y MATCH Q O � � 8 EXIST. PREFABRICATED Z X 4000 TRUSSES w >_ \\ \ \ TRUSSES AT 4" OC W IN IN, ARCHED DORMER � � Z \� \ INTERSEGTIOF I FLASH GTI OF I/2" PLYWOOD GL6 RU65ER MEMBRANE ROOF W/BATTENS \ \ ON 5/4" PLYY4000 SHEATHI 2X12 R.R. 016"00 YV/ MAINTAIN 1/2"/FT SLOPE A R-50 BATT INSUL Z \ FLAT ROOF MINIMUM 2X6 GL6 JST a Ib"OG Lu —— — — —— — ——— ———— — —— — ——————— ———————————————— R-50 BAIT INSUL O b' ALUM &UTTER TO MATCH EXIST. 0 _ W 21x166 W l"20 AN, cL6 IXIO FASCIA O -- 1/2" CAMBER FADED BD SOFFIT Q Ixl2 FRIEZE YV/5" EXISTING U�'I�EI� � / i IX6 TRIM — � CROWN MOLDING CIO TASTING ROOM ' NEYN �REII�ORGED FIBER6LAS6 / PANEL ON 1/2' PLYW00D 2X8 P.T. SILL Q / 5LGONY A A A i a- I = AV \ REUSE EXIST. ALUM GRU5H PAD RAILING \ 5W PLYWOOD SHEATHING EXIST. 14" TJI FL J5T5 \ 5/4 W/ ' P FYINN�F L m YV/511JGG0 FINISH TO MATCH \ SHELF EXISTING MATCH EXIST. ( 5/40 PLYWOOD 0 5-01 1/20 LVL IX4 TRIM BOARD q O 0 I 2X6 STUDS • 16"OG IX4 'TRIM BOARD � W/R-IQ BATT IN5UL 4 I/2" TJI 230 • 16000 2" P.T. SILL YV/ W R-la BATT IN5UL 5"x5"xl/4" COL. 'BOLTS AT 24"O/G. 0 YV/12" PLYYVD GL& — GONT. TO IX4 TRIM— FASTENED TO SILL V) W/BATTENS . w/104A5H1=R 3 NU'T. —————— ——————I 10'XIO' ROLLING OVERHEAD DOOR EXIST. i _ / EXISTING TANK `� NEY4 TANG rERMENTATION I °/\\/\\/\\/\\/ rERMENTAT I ON = AREA AND BOTTLING LINEAREA � �i' \//\//\//\//\/ c� EXIST. RETAININ& IX4 TRIM WALL BEYOND ' B1 EXIST. GONG. SLAB 5—EXIST. F N _ISH TO � W/NEW 1=XPDXY COATING EXIST. TRENCH DRAIN � \\ \ \ \ \ \ \ N a• � � REMAIN 5/4'xa"" BASE EXIST. COW., SLAB PLATE W/4-5/4"xl TIES BASED \/ i \ W _J• Z } 71 � a i � W• " \ \/\ \ \ \ \ \ \ \ \ / / IX/1\ \ \ \ \ \ \ \ \ I- /\i\i\\i\\i\\i\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ o'p,� _J h Z ltpw$& sun I L ID I IL Ek; I di ' r'L .(•c g SCALE: 3/8" = T -0" 017q53 f F7 IPROJE NO.: 1106 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 23, 2012 SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING L -4 SECTION ,ICH SHEET NO: PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD Q� OC ELECTRIC, SUB PANEL I-DED I GATED FOR N BOTTLING LINE --------------------------------------- -------------- ----------------------------------------- --------------- ELECTRICAL LEGEND WP WP — \ DUPLEX RECEPTACLE OUTLET IJi r \ �JJ 220V RECEPTACLE OUTLET l��// ll/ QUADRAPLEX REGEPTAGLE OUTLET EX I ST(N& .O __ IO'XIO' O.H VOOR NATER PROOF RECEPTACLE OUTLET EXIST. O 0 FF I G 2 r WP 1 EXIT WP Qef' GROUND FAULT I NTERRUPTOR OUTLET TOILET � J� �, O i�OOM ��"�� IJ HIGH HAT FIXTURE UJ >" I 1 HIGH HAT FIXTURE LOW VOLTAGE �/ �� I �/ \� �a DIRECTIONAL HIGH HAT W I SURFACE MOUNTED CEILING FIXTURE Z U� ( �� I I I TO CEILING LIGHTS SURFACE MOUNTED WALL FIXTURE I I I '_,/ ABOVE 5URFAGE MOUNTED SPOT LIGHT EX15T. F SWITCH I II Iui M)Eg E I O �ECHANGE IN L_-44- _J SWITCH DIMMERO —A CL& ABOVE ROOM — / I ( I FH TELEPHONE O / I I I P I I GOM COMPUTER IIOWN 5/5 SMOKE DETECTOR Q \ I II \ — I I F 5URFAGE MOUNTED FLORE50ENT FIXTURE 13 � I I UNDER CABINET MOUNTED FLORESCENT FIXTURE Q / 1. r`\ I I T 5URFAGE MOUNTED LIGHTING TRACK 0N / IN IN,�`� I I I � IN, EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN W Z TO CEILING LIGHTS I I X F/LT EXHAUST FAN W/LIGHT ABOVE II NEN TANG FERMENTATION Q I I I AREA AND BOTTLING LINE � EMERGENCY LIGHTING 1 I EXIT EXIT SIGN W/ EMERGENCY LIGHTING = � II n I 1 I I I D LAM oAftO I Inwoo EL TO wUF a I II � Z• - - -- -- ---- --- - ------ - - -- - I I I to Q• g I II I I ) WJ• 0Z3 I II = FZ I II � w• 0 w I I Q cm 7777-17 ---- �----- I I ox N N- EXISTING TANK I I I I FERMENTATION AREA _ L.05ET ,,,,P ; NP of NEW 1- ��P -EXIST. ELECTRIC ,_ z ,. 5UB PANEL vZ i 017953,E G� U 1 SHRED RG PROJECT NO: 1106 DRAWN BY: NS GRUSHING PAD ABOVE CHECRED BY:Ns UA E: MARCH 23, 2012 114" = 1' - 0" SHEET TITLE: ENLARGED LOWER LEVE ELECTRICAL LAYOUT SHEET NO: 161 1 D"" L 0 W Em 1 Kwq' L E 11 E L E L Em womwo"'n F R I At"';-"A`" OL L A Y(o m) mum Eftl 0 UK RAO"L SCALE: 1/4" = 1' -o" PERMIT & CONSTRUCTION SET REVISED-3/21/12 CRUSHING PAD ROOM TO -ET 0 El EXIST. LEGEND TASTING BAR -- - - ----------------- --- --- L TRI L AREA IIII � �w� � DUPLEX RECEPTACLE OUTLET IIII STORAGE SHELF F�\ 220\/ RECEPTACLE OUTLET m \ OUADRAPLEX RECEPTACLE OUTLET q"'' WATER PROOF RECEPTACLE OUTLET >= I) —— J �, HIGH HAT FIXTURE I Yi'6F1 GROUND FAULT INTERRUPTOR OUTLET UP i II — — \ — I O — —— / \ I }. (/ I L LV HIGH HAT FIXTURE LOW VOLTAGE r'4 O I G AizA / / � DIRECTIONAL HIGH HAT W SURFACE MOUNTED CEILING FIXTURE Z SURFACE MOUNTED WALL FIXTURE U� 11 all. 1 J SURFACE MOUNTED SPOT LIGHT I ( J $ 5WITGH G /� I I I $ SNITCH DIMMER uj X I JT I NL7 < I I \ I FH TELEPHONE O TAST I NCG ROOM ��� '� — L''"� I I I I \ GOM COMPUTER — \ 5MOKE DETECTOR Q O / F SURFACE MOUNTED FLORESCENT FIXTURE Q k' 1 I UNDER CABINET MOUNTED FLORESCENT FIIXTURE Q O T SURFACE MOUNTED LIGHTING TRACK � \ I I `\ I � EXTERIOR WALL MOUNTED FLOOD LIGHT r M \ II \ I W N J \ I I \ / X/ EXHAUST FAN z X \ II �' \ /� EXHAUST FAN W/LIGHT 110, — \ / / EMERGENCY LIGHTING EXIT EXIT SIGN W/ EMERGENCY LIGHTING UP � o / I J 101 I I I I EXIT EXIT SIGN Q CL o/ I a] �--p. I I \\ I 0 II I I �- � 8 �� UII J I EXISTING ELECTRIC TO REMAIN01=F=N TO ---� -! aou- TANK FERMENTATION AREA J 510RAGE J J ANI� BOTTLING LINE I FIXTURES FROM CRUSHING z it I I I BELON I cn Q• M g 'vI 4. I EXIST. WINDOW 10 TO REMAIN W J. = a2LL \ 1 W. L � � W. N0 � I I \ / a �• n I I \ �� �� �' \ � // cn cn• pw II I OFf=N TO DN / I I TO TIMER AT TANK FERMENTATION ELECTRIC PANEL BELON I I -� OFNF� O X I T ���,c,'� �� 3 P ASE W�' Pl�SE 3 PHASE WPa zP z Al • �� � � � � t RED G PROJECT NO: ' 1108 DRAWN BY: NS ORUSN I NG PAI7 CHECKED BY:Ns D E: MARCH 23, 2012 114" = I - 0" SHEET TITLE: ENLARGED UPPER LEVE ELECTRICAL LAYOUT SHEET NO: mom E I M L A M U P P rr Z L 31E E L E L E=%A am oh' F I I(man oh'AL LAYOUT SCALE: 114" = 1' -o" PERMIT & CONSTRUCTION SET