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HomeMy WebLinkAbout39132-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37572 Date: THIS CERTIFIES that the building COMMERCIAL Location of Property: 42155 Route 25, Peconic 5/19/2015 5/19/2015 SCTM #: 473889 Sec/Block/Lot: 75.4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2014 pursuant to which Building Permit No. 39132 dated 8/22/2014 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: "as built" commercial accessory storage building as applied for per ZBA #6770, dated 7/24/2014. The certificate is issued to Mmmm Beer LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39132 9/15/2014 Permit #: 39132 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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) Permission is hereby granted to: Mmmm Beer LLC 234 Carpenter St Greenport, NY 11944 Date: 8/22/2014 To: construct a Commercial Accessory Storage building per ZBA #6770 as applied for "as built" At premises located at: 42155 Route 25. Peconic SCTM # 473889 Sec/Block/Lot # 75.-1-14 Pursuant to application dated To expire on Fees 2/21/2016. 5/15/2014 and approved by the Building Inspector. AS BUILT - ACCESSORY $1,160.00 CO - ACCESSORY BUILDING $50.00 Total: $1,210.00 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 BuildingDepartment with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. -3 New Construction: Old or Pre-existing Building: (check one) Location of Property: ouse No. Street Hamlet Owner or Owners of Property: I vvk, vvv o,\ILRE-rZ i LLC_ Suffolk County Tax Map No 1000, Section 1 Block Lot Subdivision Filed Map. Lot: Permit No. 3 Z Date of Permit. ZZ Applicant: 0AAty &y &LE LLC. Health Dept. Approval: Underwriters Approval: 9 ` l H Planning Board Approval: 133 Request for: Temporary Certificate Final Certificate:_ (check one) Fee Submitted: $ �_0 Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. richert(cD-town.southold.nv.us BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: MMMM Beer LLC ( Greenport Brewery ) Address: 42155 Route 25 City: Peconic St: NY Zip: 11958 Building Permit #: 39132 Section: 75 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091 -me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect R . Switches 3 Twist Lock Exit Fixtures 11 TVSS Other Equipment: V'EXIT EMERGENCY" fixture Notes: Inspector Signature: Date: Sept 15 2014 81 -Cert Electrical Compliance Form.xls OF SO(/j�olo cour�v,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ I FOUNDATION -IST. [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � "� �� INSPECTOR Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue, Greenport, NY 11944 fbdainc@optonline.net 631-477-9752 September 15, 2014 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold, NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold, NY Building Permit No. 39132 Dear Mr. Verity, BLDG. DEPT. TOVVIN OF SOUI,.IOLD This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge; belief and professional judgment, the framing and strapping built and installed to date on the pole barn at the Greenport Harbor Brewing Co. have been done in accordance with the plans (provided by others and attached hereto) and the Building Code of New York State. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. �► AY M - 4 2015 � BLDG. DEPT. TOVVIN OF SOUI,.IOLD This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge; belief and professional judgment, the framing and strapping built and installed to date on the pole barn at the Greenport Harbor Brewing Co. have been done in accordance with the plans (provided by others and attached hereto) and the Building Code of New York State. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue, Greenport, NY 11944 fbdainc@optonline.net 631-477-9752 May 6, 2015 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold, NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold, NY Building Permit No. 39132 _Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge, belief and professional judgment, the footings built and installed to date on the pole barn at the Greenport Harbor Brewing Co. have been done in accordance with the plans (provided by others and attached hereto) and the Building Code of New York State. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, D ARC - MAY -7 16XPF yOQ E�1 1.3 �oFSo�ry TOWN OF SOUTHOLD BUILDING DEF 765-1802 INSPECTION- ]FOUNDATION 1 ST [ ] ROUE LUM [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL . [ . ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY IN! [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PE..a...U+...... [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: INSPECTOR r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved �'R 20�t- Disapproved a/c fd, l _--I- .-To Expiration >,-20 ffo BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. - `J 1Q — C-- JUL 2 9 2014 D___ BLDG. DEPT. Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form D et: Phone: fa J MAY 15 2014 I-)uilull J BLDG. DEPT. TOWN OF SOUTHOLD APPLICATION FOR BUILDING PERMIT Date 41A" L��, 2014 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or.has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. MYvtAx&x Rr1s� , LLC_ (Signature of applicant or name, if a corporation) C/6 I K 6 S— ()*Y, - OR- (Mailing Z (Mailing address of applicant) �b U-I'We Q , c N-( i i `1 q I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O'Q t, -o ksz- Name of owner of premises t� ,P� o" X 0rz (L , LLC_ (As on the tax roll or latest deed) If al0licant is a jorpo*tion, signature gf-duly authorized officer (Name and title of corporate offic&) CZI� VVV14V 1'ir/3u[i- G td Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 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 f-oaZ�-jZ- CC4.iz­ 0zArU3RjftsZP L_® `l— b. Intended use and occupancG-Fz- r jGtr., AC--jZ 3. Nalure of work (check which applicable): New Building Addition Alteration Re, air Removal Demolition Other Work wi (Description) 4. Est mated Cost 2—Z a -6D Fee (To be paid on filing this application) 5. If d elling, number of dwelling units `� J► Number of dwelling units on each floor ;'j 14 If g rage, number of cars 12- 6. If bbsiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structu qes f any: Front AI �- Rear 6JJ ,4 Depth fl,/(' AHeight !�'� N mber of Stories AJA Dinilensions of same structure with alterations or additions: Front ty I A Rear De th N JA Height P1. A Number of Stories N Jia 8. Dimensions of entire new construction: Front q -O Rear 3 Depth Height ' 9 Fee,- Number of Stories r 9. Size of lot: Front 6 q Rear ®` Depth 10. Date of Purchase 12 I'Z- Name of Former Owner LAO RED LU 11. Zone or use district in which premises are situated 13v -i' %:^e4N Zu,-c V3 6r2r2r2�1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO >(- Will excess fill be removed from premises? YES NO _� C'�a ��414►+tD 14. Names of Owner of premisess Mr^ @-zrVT- Address I Ltar 0Ay, DSL. Phone No. 631 -fl 3 - Name of Architect (o-'(5 GrL6--y? Address !3A, --t lkvCc, GP aWhone No 6 7 ( - T) i -9)5' z Name of Contractor 5407,tk PtL M -OL, Address YO) fi dADCUG 9)) Phone No: 5- 16 - 10 3 _9 a3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_�K- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. PrOide survey, to scale, with accurate foundation plan and distances to property lines. 17. If el6vation 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 QF NEW YORK) SS: COUNTY OF�VgyTT .--4%) being duly sworn, deposes and says that (s)he is the applicant (Na e of individual signing contract) above named, (S)He is he © Vj i\j AR— (Contractor, Z — (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. to before me this day of 20 Notary Public CONNIE D. SUN)ounty Signature of Applicant Notary Public, State ofw York No. 01 BU61850 Qualified in Suffolk Commission Expires F:pril 14,2- ) TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 28, 2014 TO: Richard Vandenburgh for MmmmBeer,LLC 1405 Oak Drive Southold, NY 11971 Please take notice that your application dated May 15, 2014 For permit to construct an accessory storage building at Location of property: 42155 Main Rd., Peconic, NY County Tax Map No. 1000 - Section 75 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The "as built" accessory structure is required to be located in the rear yard. The proposed construction project requires approval from the Southold Town Planning Board. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. a {� x. BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider L JUL 2 $ 2014 BLDG. DE?T. IM0DF S0 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 24, 2014 ZBA FILE: 6770 NAME OF APPLICANT: Mmmm Beer, LLC SCTM# 1000-75-01-14 PROPERTY LOCATION: 42155 Main Road (aka NYS Route 25) (corner Peconic Lane), Peconic, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code . Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 19, 2014 stating that this application is considered a matter for local determination as there. appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property consists of 2.8765 acres and is zoned general business. The property is a corner lot with 368.97 frontage on the Main Road (Rout 25) and 382.63 feet of frontage on Peconic Ave. The property runs 310.3 feet on the East side and 361.77 feet on the North side. There is a one story brick, stucco, and concrete block building on the property, a one story concrete block and frame building, a concrete foundation and a 30'X40' pole barn under construction. All is shown on a survey by John T. Metzger L.L.S. dated November 29, 2011 and last updated June 24, 2014. BASIS OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's May 28, 2014 Notice of Disapproval based on an application for building permit for an `as built' accessory storage building, at; 1) location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to locate a (partially as -built) 30' x 40' Proposed Pole Barn in a front and side yard location, where the code requires that accessory structures be located in a rear yard location. As shown on the Survey of Property prepared by John T. Metzger, L.S. dated November 29, 2011, last revised June 24, 2014 (revisions), and the architectural drawings prepared by James A. Koppenhaver, RE, sheets A.1, A.2, A.3 and A.4 all dated 3/17/14. ADDITIONAL INFORMATION: The Planning Board is presently reviewing a Site Plan application of the subject parcel. In a memorandum to the ZBA dated July 9, 2014, the Planning Board indicated that it has no objection to the proposed location of the subject Pole Barn. Subject parcel had prior variances before this Board. In 1964 under t " Page 2 of 3 — July 24, 2014 ZBA#6770 — MMMM Beer, LLC SCTM# 1000-75-1-14 appeal #673 the property owner was granted a variance to install a parking lot and sell new and used cars. In 2013 under file #6621, the current owner was granted a variance to demolish and re -construct a portion of the commercial building. Additionally, the current owner under file #6759 was granted a special exception permit to create a drinking establishment. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Julyl0, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area is zoned for business and the proposed as -built location of the Pole Barn and its use is in keeping with the business zone. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel has two front yards which creates a unique rear yard area where it is not functionally practical to locate a storage building for actively used supplies associated with the operation of the adjacent brewery building. Furthermore, the rear yard location is required for additional on-site parking. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the proposed as -built location will have a conforming front yard and side yard setback. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this business community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and must receive Site Plan approval. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory storage Pole Barn, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the Survey of Property prepared by John T. Metzger, L.S. dated November 29, 2011, last revised June 24, 2014 (revisions), and the architectural drawings prepared by James A. Koppenhaver, RE, sheets A.1, A.2, A.3 and A.4 all dated 3/17/14. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. s, Page 3 of 3 — July 24, 2014 ZBA#6770 — MMMM Beer, LLC SCTM#1000-75-1-14 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted (5-0). Sal- / � b4�-'u/L- Lesl Kanes Weisman, Chairperson Approved for filing lIX12014 1 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider August 18, 2014 Richard Vandenburgh Mmmm Beer, LLC 1405 Oak Drive Southold, NY 11971 RE: ZBA#6770 Dear Mr. Vandenburgh: http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD SOF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 I have reviewed the revised survey dated July 18,. 2014 and the verbal request for a de minimus determination in the above referenced ZBA decision. Your request is due to an incorrect survey showing the setback between the one story concrete block & frame building originally as 18 feet and the actual is 10 feet, as shown on the survey dated November 29, 2011, last revised July 18, 2014 prepared by John T. Metzger, LLS. Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. -incne Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector i �U 0 4 Z � CONCRETE � 159.4' N 0 0 4 U � O� ti � GAR�E17 2 0 t 0w", N30 -99900w - - -- - — d— % - -- OVERHEAD %`ARES X r N30.00,00" w Q OF PAVEMENT +17.8' PECO -MIC �3:+CO- IC io 1V �s (PUBLIC WATER IN STR.-ET) COMMERCIAL BUILDING WITH PUBLIC WATER o 1 Nv �V U O SLAB 1 G^ a tr7 h .ij ® N �0 co N i x �a 20.5 ��� �aT®R���1E. �`l1 (o 1-' wy' N K 'a CONC•FNOOR a 3�o �W ^`b , ® N c OO cn pRAGE G 57.9' u M 41 ® 131b -D- El OO m a wA 3 a 84.0 0110¢ ice+ mLLNO U ~^ rW-w Q1 7 k57.8 "a 1 47.3 159.4' N 0 0 4 U � O� ti � GAR�E17 2 0 t 0w", N30 -99900w - - -- - — d— % - -- OVERHEAD %`ARES X r N30.00,00" w Q OF PAVEMENT +17.8' PECO -MIC �3:+CO- IC io 1V �s (PUBLIC WATER IN STR.-ET) COMMERCIAL BUILDING WITH PUBLIC WATER o 1 Nv �V 1 G^ a tr7 h .ij ® N �0 4S d ^ ^fO N i 11 TO ry Z Y. Q �`l1 (o N� 1 .��,o�` til 0° N��^m ®W � �W tl111 0 0ll ^�o• ^h U �1 15 41 ® 131b -D- a wA U Q1 ^ "a ) 1 Q 04 w- -34.' 34•,• o rn � o Ike• � � W a � w n N9,4Q1 �� ry �TORl,C"S'E ��OCK ry ONECi a� CC® & ® ^ 4u- O . ®R1CK. St- 03LO1VA 50.7 o v x � MO ITORING c4 bMETERTER WELL x lll.....�'���� v ME _ UTILITY POLE382•63' (ACTUAL -- - ONITORING 'A ' -383.00' (DEE OP OF GRATE ^ ^� WELL � n ^vy EL 15.2' ri LANE 1 COMMERCIAL BUILDING CCWMIC AL aUIM40 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR April 30, 2015 Mr. Richard Vandenburgh 1405 Oak Drive Southold, NY 11971 SOUTy PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Approved Site Plan for Greenport Harbor Brewery 42155 NYS Route 25, Peconic SCTM#1000-75-1-14 Dear Mr. Vandenburgh: MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov The Planning Board has found that the requirements of the above -referenced Site Plan and the four (4) items required in the September 24, 2014 Planning Board letter, have been completed based on the site inspection made April 28, 2015. The site is now in conformance with the Approved Site Plan entitled "Renovations and Additions for Mmmm Beer, LLC', prepared by Robert I. Brown, R.A., dated July 12, 2014 and issued July 14, 2014. The Planning Board allowed the following as -built changes to the Approved Site Plan: • Installation of seven (7) solar pole light fixtures in the approved locations within the Main Rd. parking lot; • Addition of a hedge row to the north of the approved ADA parking stalls in lieu of the two (2) approved Columnar Hornbeam trees; • Not required to plant the two (2) Columnar Hornbeam trees approved to the east of the Main Rd. parking lot on either side of parking stalls #10-15 as shown on the plan, due to the existence of a large nearby tree; • One (1) additional WPLED wall pack light fixture on the front of the tasting room; • The addition of three (3) WPLED wall pack light fixtures on the west side of the Micro -Brewery building; Greenport Harbor Brewery Page Two April 30, 2015 • Retain the pre-existing two -lamp spotlight fixture on the front of the tasting room on the condition that it is used only for very short periods of time to facilitate cleanup at closing time. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, 40"� - aQ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer FOR INTERNAL USE ONLY SITE PLAN USE Initial Determination Project Name: project Address---//— J - TERMINATION Date Sent:—�—�-- _� Zoning District: Suffolk County Tax Map No.:1000=- Request: (Note: Copy of Building Per Application and supporting documentation ,as to -pro$osed.use or uses should be submitted.) initial Determination as to whether use is permitted: Initial -Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: pate of Comment--i--i P.D. Date Received: Comments: Signature of Planning Dept. -Staff Reviewer Final fletermination - Decision: e�i„aftira of Roidina Insnector FOR INTERNAL USE ONLY QITF PLAN USE DET'ERMINAT`ION _ Initial Determination I ,� Date Sent: C� E _ Date: G.�HO Project -Name:_ MAY 16 W4 J S cam• �n j ' -el � Project Address: 5outholtlTovsn • amm�g a . _ Zoning District: Suffolk County Tax Map No.:1000=_15_ ---- . Request: rrrrnnit lication and supporting documentation a� to (Note: Copy of Buildirig� should be submitted.) proposed use or uses tial Determination as to whether use is permitted. -initial initial -Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: / ►( Date of Comment: KD l'.D. Date Received: _ r {fin v IL A Signa#ure of Planning Dept. -Staff Reviewer Final Determnination Date: �= — Decision: ,.� tZti��riinn InsnPctor PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR 31�l3D ; .39J15 F\mrnm LLC MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 30, 2015 Mr. Richard Vandenburgh APR 3 0 2015 1405 Oak Drive J Southold, NY 11971 F0,1G D'r, c Re: Approved Site Plan for Greenport Harbor Brewery 42155 NYS Route 25, Peconic SCTM#1000-75-1-14 Dear Mr. -Vandenburgh: The Planning Board has found that the requirements of the above -referenced Site Plan and the four (4) items required in the September 24, 2014 Planning Board letter, have been completed based on the site inspection made April 28, 2015. The site is now in conformance with the Approved Site Plan entitled "Renovations and Additions for Mmmm Beer, LLC", prepared by Robert I. Brown, R.A., dated July 12, 2014 and issued July 14, 2014. The Planning Board allowed the following as -built changes to the Approved Site Plan: • Installation of seven (7) solar pole light fixtures in the approved locations within the Main Rd. parking lot; • Addition of a hedge row to the north of the approved ADA parking stalls in lieu of the two (2) approved Columnar Hornbeam trees; • Not required to plant the two (2) Columnar Hornbeam trees approved to the east of the Main Rd. parking lot on either side of parking stalls #10-15 as shown on the plan,, due to the existence of a large nearby tree; • One (1) additional WPLED wall pack light fixture on the front of the tasting room; • The addition of three (3) WPLED wall pack light fixtures on the west side of the Micro -Brewery building; Greenport Harbor Brewery Page Two April 30, 2015 • Retain the pre-existing two -lamp spotlight fixture on the front of the tasting room on the condition that it is used only for very short periods of time to facilitate cleanup at closing time. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, w Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richert[a�Ftoft so7ui o1A.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: �r A✓UA-V C #Si (6-e -?t (,C ?mac Name: - License No.: Address: 132 KC--�4,y.t41S /�'� Sv�Tfty N �l �!9%l Phone No.:T- Y JOBSITE INFORMATION: .(*Indicates required information) . *Name:. *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: %2' C 1000 Section: 7 I:T- Block: �_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle -All That Apply) *Is job ready for inspection: ��; NO Rough In incl *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 'Phase 313hase 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 Form,C. J �,o Scott A. Russell s��k ,� SUPERVISOR z SOUTHOLD TOWN HALL - P. O. Box 1179 p 53095 Main Road- SOUTHOLD, NEW YORK 11971' bl�T (0) IKIMMA\T]E )E, MA.,NA\(G IE LENT "own of Southold CHAPTER 236 - STORMWATER MANAGEMENT -WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) D S THIS PROJECT r I1�TiTOI.�7E Il' OF THE FOLLOWING: (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to s. 10.0 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. .E. Site preparation within the .one -hundred year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new -or resurfaced impervious surfaces of 1,000 square 1. feet or more, unless prior approval of a Stormwater Management , Control Plan was received by the Town and the proposal includes in-kind teplacement of impervious "surfaces. I. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map, Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner, Design Professional, Agent, Contractor, Other) NAME: AA (PrmJ - Contact Infor atiorr. I '1 J 0 19 (Rkph— Nu b.] Property Address / Location of Construction Work: 12 f �T JANV",J u A� �1" 1�2L.Pl��•- �J FORM # SMCP - TOS MAY 2014 S.C.T.M. ": 1000 Date District Section Bloc! Lot hq % ****FOR BUILDING DEPARTN1EI"IT USE O;tiL °" Reviewed By: i Date -7 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Greenport Harbor Brewing Company, LLC 42155 Main Road Peconic, New York 11958 631-513-9019 M 0 7 `l Zai Michael Verity & Gary Fish Southold Town Building Depatment Main Road Southold, NY 11971 Re: Mmmm Beer Building Permit #39132 - Pole Barn 42155 Main Road, Peconic SCTM#1000-75-01-14 Dear Gentlemen: My apologies for the delay in getting back to you with these few items that you requested last fall that would allow us to obtain our Certificate of Occupancy for the Tasting Room. It has been a long, cold and hard winter. Nonetheless, enclosed please find a copy of the Inspection Sheet completed by Gary Fish on September 11, 2014 noting the following items needed: 1. Original Certification from Architect that all work done with regard to the construction of the Pole Barn was done in accordance with plans and specifications. 2. Copy of the Approved Electrical Certificate. 3. An original survey that shows the location of the completed Pole Barn 4. A copy of the Final Planning Board Approval that was apparently delivered to your office directly. I have also included for your reference the following: 5. Application for Certificate of Occupancy 6. Our copy of the APPROVED. final Fire Marshall Inspection dated 12-4-14 7. Our check in the amount of $50.00 payable to Southold Town Bldg. Dept. Certainly, if you have any questions, please do not hesitate to contact me and we certainly appreciate your issuing the final CO at your earliest convenience. truly rsla „ - ' ICHARD VANDENBUR Encs. .Greenport Harbor Brewing Company, LLC P.O.Box.57 Greenport, New York 11944 631-513-9019 May 14, 2014 Patricia Conklin Southold Town Building Depatment Main Road Southold, NY 11971 Re: Mmmm Beer Building Permit - Garage 42155 Main Road, Peconic (Old Lucas Dealership) SCTM#1000-75-0144 Dear Pat: My apologies for the confusion on what I thought your office had notice of. We have been working so hard to get the project completed that it appears this slipped between the cracks. I would really prefer to amend my existing building permit (#37792) in order to avoid all of the extra headaches 'associated with having to file!;for a new permit on this garage. If tit is at all possible, I would ask that you incorporate this information toward the objective of amending the existing permit. In the meantime, please find enclosed my completed'form, a set of stamped building plans and specifications, contractor insurance info and.updated site plan for your review. I am hoping that your office could 'issue a building permit quickly in' order to allow us to continue. 71 Pat, I am sure you have heard it a million times, but we are desperately trying to get open before the season starts, and have 'spent every'nickel we have to keep this project moving to a- properconclusion. I like to think -that we are doing a good job on improving the look and use of th s�,space and this.gdrage-will allow us to store a lot of miscellaneous equipment and kegs that would otherwise be outside in the yard. Therefore, I appreciate : any assistance you could provide with an eye toward immediate approval of the amended permit to allow/us to proceed in a productive manner. N\tty truly I CHARD VANDENBU Encs. OP ID: KN '.�._..-- '`_P CERTIFICATEOF LIABILITY INSURANCE DaTf{aMdfDDYYYY) 09!09113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ACTED THE COVERA(aE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED MPRESENTAITIVE OR PRODUCER, AND THE CERTIFICATE: HOLDER. IMPORTANT: If the gorti£cate holder Ira am ADDITIONAL INSURED, ttic P0ficy4eS) must be endorsed. If SUBROGATION IS WAIVED, subl ct to the terms and conditions of the policy, certaln Policies may inquire an ;Eandarsement. A statement on this certificate does not .confer rights to the csrtificalte holder in lieu of such endomomentis). PRODUCER phone: t y 17.325-292a Unruh Insurance Agency, tnc. Fax;�iT ,ti-2Si$ PA. Box 259 Derwer, PA 17517 r� 'T , NE J FAX Ito E-KAIL ADDRESS: PRODER c jsT,uER tD, SHJRK-2 ITJ. M 5 Arr-ORDING MVERAGE NAIL 0 091t11r13 0%M1114 lusum Shirk Pole Buildings LLC 807 Reading Rd East Earl, PA 17519 +nauaERA Erie Insurance Exchange ;26271 INSURERS : Erie Ins. Prop/Css Co 126830 tNsuREIt c Included MSURER D $, INSURER E t '11000,00 INSURER F: 2,000.00 vv:GiV1vV.Q %-Cm 4lrlt.H 1 c MAYMM: REVISION NUMBER: ThIS 1S TO CERTIFY THAT THE POLICIES OF INSLIPANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR -CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH P-ESPECT Tp WWCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAliv, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. WAITS SHOWN MAY HAVF RFFN RFM Iran AY oetn It &I" -z LTR1115Pi TYPE�HSUfIAIICb ! POLICY NUMBE=R - R►' b/M1i3WYYYY i MMwrem f UM" � A I X ' COIMr-RCX GEN. -RAI. LIABILITY I CLAIMS -IDE '7X7.. OCCUR -- ` GEWL+4GGRPGATF- Ott APP -IE PER POLICY 1 IgZT LOC 11 i ? ( ij i i 1045 0153561 H i 1 091t11r13 0%M1114 EACNOCCURRENCE S 1,000,0 n IS> Fz,D.,,,v„�,. :' t Included NEED M fAn on* Pwi30i S $, P:.RSONAid ATJY FFYJURT 3 '11000,00 GErYealu xOaRetsaa� ; S 2,000.00 PRODUCTS--.OMWOPAfG ' S 2,000,00 J RUTOYDBAE UAMUTYt '—" ANY ASJrD A � UTO ALL i SCIEMULEDAL)TOS X H)REDAUTOS ' 80*-0DWNEDAUTOS i QD9 0131793 H7 I D91I19r13 ! fl3r0ir1A ! COM31NED $twou LIMIT (Ea Sween!) i51—YIN JURY (Pot osmm 9 BCOILY INJURY'Pvr asp dMI s 3 I PROPERTYOArraGE s (ter ardsmi) g" ' UMBREWt LM I OCCUR _ E%CESS UAB CLAIMS -MADE; DEDUCTIBLE -~ RETENTION S i - i EAC,+OCCVriREMC@ p AGGREGATE , a s b :WDRISER3CDIM'ER 7*" ' AND EMPLDTER6' LW87UTY YIN ' A : AvvFROrrn raRtPrrRrNERtEXE^.UTNE ; C��ruuz Mlam F>ECLooacT C ' K r A 8 i {ITl Hunter ; DESCRIPTION OF OPERATIONS Wow I 4Q93.0S02249 H {PA) , i0213-51DOM H (NY) J I 09101113 00101114 09141113 Q9lClitil I 1 t'vGSTA7V- iQ1'll-i X EL eatMacaaENT a SQbpg 01 E.L UtSEASE • EA EMPLOYEE' S 500000 E L DISEASE, - POLICY LIMIT S Wow(), i CSSCIUPTM OF OPFRATONSI LOCAStox3 t vetmcLes (Amracrt ACORD 101. A441tWel Rovorrs Senooule, It move sNca, ts'nquired) Town of Southold S309S Route 25 SOUthold, NY 11971 SWOULD ANY OF THE AsovE DESCRIBED POLICIES fag CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PRCYISiONS. �- Q 1988-009 ACORD COFiPdRATION, All right$ reserved. ACORD 25 (2009109) The ACORD name ana logo ere registered MaTk a of ACORD STATE OF \EW YORK. WORKERS' COIMI? �SATION BOARD CERTNICATE OF NYS WOR RS' +COMPENSATION INSURANCE COVFRAGE Is. Legal Name i& Address of insured (Use street address only) lb. Business Telephone Number of Insured Spirit Pole Buildings LLC 717-989-5393 111 E Black Creek Rd le- :SYS Unemployment Insuranee Employer East Earn PA 17519 Registrgtioxt Number of Insured N/A Work Location ofInsured (Ontr required ifcoverage isspecifically Id. Federal Employer Identification Number of Insured 1lrrslled to certain locations in New York State, 1.e, a Wrap -Up or Social Security Number Policy) 26-4902557 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) Erie Insurance Property/Casualty Co Town of Southold 3b. Policy Number of entity listed in box "Ie 53085 Route 25 0935100926 Southold NY 11971 3c. Policy effective period 09/01/2013 to 09/0112014 3d. Tice: Proprietor, Partners or Executive Officers are ❑ included. (O d, cheek bas if all pxrmerata[Gcen included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "Ian" for workers' compensation under the New York State Workers' Compensation Law. (To use this forms, New York (NY) must be listed tinder Item 3 on the INFORMATION PAGE of the workers' compensation insurance policy), The Insurance Carrieror its licensed agent will send this Certificate of Insurance- to the entity listed above as the certificate holder in box "2". The Insurance Carrier will also not( the above certtfkare hotderwithin 10 dttvs IF a policy is cantceleddue to nonpaymenr ofpremtums or within 30 4-s IF there sere reasons other than nonpayment of premiums that cancel the policy or eliminxe the insured frau the coverage indicated on this CerWicate. Mese notice_: may bd sent by regular mail.) Otherwise, tins Certificate is validfarr oro: year after rhes fern: Is approved by the insurance currier or its fi ensed agent, or until the policy expiration dote listed in box '3c", whichever is earlier. Please Note: Upon the cancellation of the worlmrs' compensation policy indicated on this form, if the business continues to be named nn a permit, license or contract issued bry a certificate holder, the business trust provide that certificate balder with a new Certificate of Workers' Compensation Coverage or other authorized proof that she business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under peaatty of perjury, I eetrtify that I kin an authorized representative or licensed agent of the insurance carrier referenebd above rated that the named insured bas the coverage as depicted on this farm. Approved by: Marc Cipriani (Ptmt name o1 autbonzed mprmemaxivt 8r licensed agent of lrasuasncc C3t=I dtl 17. . Approved by: (si e) Title: Department Manager (late) Telephone Plumber of authorized representative or licensed agent of insurance carrier: 814-458-0188 Please Ease; Only inswance carriers and their licensed agents are authorized to issue Form C-105.2. insurance brokers are NOT authorised to issue it CADS -2 (4-47) w%vw.wcb.state.nL.us STATE OF NEW YORK W0Ri(ERS'4C0M0EX&A. IQNBOA D CERTIFICATE OF INSUPANCE COVERAGE UNDER THE NYS DISABILITY BENEMS LAW JWMT t. Ter a <ompletea by Disability 00neft Cartier or Licensed lnsuranc a Agent of that Carrier la. IgM'Ntaeta asd Ad&tu of lftu-td (Use street addnm miy) 1b .Bwinm Ttlaphow NuzjLtr efh=ed SHIRK POLE BUILDINGS LLC (717) 989-5393 807 READING ROAD 1C. Nye UiutWlQyU= I ce qw Re&ftatjoa EAST EARL, PA 17519 Nuusbe4o!'Ias�ured I(t. Ftdaal ftWb* er identi&MOU Nwnba of ra wad or Social SecMity Number 260-90-2567 2. Nmw and Adds+ew of die Reguesoiog Pmof o€ 3a. Name of Immmce Carrier Covmge (Entity Bev* Laced as the C'ectxi"tcate Hoi ler) NEW YORK STATE INSURANCE FUND Town of Southold 53095 Route 25 3b pal4 Mmobe r of entity LSued m box "tell, Southold, NY 11971 DBL 5026 70 - 3 3c. Percy effac ve petw: 01/11/2014 01111/2015 tQ 4. POW7 raver a ® All of the a *byees ew0 yees abgibk =da dm New York Disability Bewfih Law b. () (hely the foliawing class or etas"s.of the =Vloyees enVlwjees: Under' of psa�.wry, I etsts£y t� t aaa an 8fsd�xed iCiueseauaRAve ar t+ctnsed aptcnt ot'the i+,t+.+�L t carritr rrftrrnced *br><ra aad deaf the tea wd ittStitrDd'biu NYS Disability Berw5t6 in$mAce cove7ng a as da=Ud above. Date Sipod03/4/2{ 14 �y 1;7— " � �"'" j ovs ph J. Masi (ftrammof irmwamn ou niersauunftxea repteaaMIWof NYE ficamod iri um me ABara of 1Par iFaUMr+o>_Orrter) Telephones KQMb" {866) 697-4332 Tiq. Uirar-ftr of pisahliky Renefitt; insurance WORTAbrr ttf9mc ••1fx' is e;rctcat amd rhes doau► is b7 tba tasiuntnae catria's auth�itmd rt p edh6vsorNYS Liaeasod fusmsttaa Agan of flat cuxie�rkcseerttltnottisCUm2PLETE M"ildbectireot6eaatiiAareIowa. IPtxi�'(�' i! rbt�iped, thisrati�pRe is Nt77 C�0#iptf:TE tar prtfyose6 OfSeetiao 226 StDd. 8 o[rlie 8malilf law. h m+me be tunilfld the cadafiCdOtl.M&C 'el►ohest GoOff0ees0ti M180" Dfs t?tses AoePmaca Vuh, 2u IN& save AV,,ZV. tawr Yore: u207. ZTqa cm* y'N SWor r Gsmpensat oec x a " part 7 has beenchecked) State Of New York WorkeW Compensation Board Aoc%*W to iewmaftea snaintekW by the NYS Worteca' Cel tint Hoard, W tibontnsmta Mloyar bw compMd wine the NYS MANtny Beedn Law with reveet to sS of hiAm employata. Date Signed B}� tslataodrexswor�rr�ca�,.�n�re>�yt„r,�.� , TtlephM Number Title ,... w ,v asm.aidn c `aaxws L7VCapi7O W wnM IN Ia trlS813 Uv CeIJ n% 1te$vl we poltt:tes trod Nye hoensed t]mumee mews of diose inamume cud= are audmized to issue Pam DB-12DA. iasttrauce brokers stye NOT wA orized io issue thisfame. nor-t?oa t Certificate Nutter 250379 (FINK 12205921 120 1 Job Reference (oplioneh 7.2506 Aug 252011 Mfrex Induetrien, Inn Wed Apr 0211:45:512014 Page 1 7-10-0ID:XCCL3vaYmfVlmepn6GhTf9yg1YS•D49MxHs1bDl678u9hJ8rKwSGdsgzGDnCR V4efzUmF 15-0-0 22-2-0 30410 3 1 7-10-0 7-2-0 7-2-0 7-10-0 1 Scale =1:53.3 5x8 = LOADING (psf) DEFL in (loo) I/deft TCLL 30.0 SPACING 4-" (Roof Snow --30.0) Plates Increase 1.15 TCDL 6.0 Lumber]ncrease 1.15 BCLL 0.0 Rep Stress ]nor NO BCDL 5 n Code IBC2009frP12D07 416 = 48 = 4x6 = 4x10 = CSI DEFL in (loo) I/deft L/d TC 1.00 Vert(LL) -0.43 643 >827 240 BC 0.90 WS D.52 Vert(TL) -0.81 8-8 Harz(TL) 0,19 6 >437 n/a 180 n/a (Matrix) Wind(LL) 0.30 6-10 >999 360 PLATES GRIP MT20 197/144 Weight: 130 lb FT=0% LUMBER BRACING TOP CHORD 2 X 6 SP No.1 TOP CHORD 2-0.o oe audios WEBS 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF 2100E 1.8E (Switched from sheeted: Spacing > 243-0). BOT CHORD Rigid tailing directly applied or 5-D-10 oc bracing. REACTIONS (Ib/slze) 2-24138/ JOINTS 1 Brace at Jt(s): 4 0.8-0 (min. 0-33), 6=248e/043-0 (min. 0-3-3) Max Harz 2=223(LC 8) Max Upltft2=-1257(LC 9), 6=-1257(LC 9) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5541/2872, 3-11=-4782/2335, 4-11=-4585/2360, 4-12=-4585/2360, 5-12=-4762/2335, 5-6=5541/2672 BOT CHORD 2-10=-2365/5106, 9-10=-139513444, 8-9=-1395/3444 , 6-8=-2365/5106 WEBS 310= -1313f793.4 -10= -60911656.4 -e= -809/156e, 9a=-13131703 NOTES 1) Wind: ASCE 7-06; 120mph; TCDL=3.opsY BCDL=3.0psf; h=15ft; 8=45tL=24ft; eeve=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct--1.2 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20,0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) Is not adequate for a shingle roof. Architect to verify adequacy of top chard dead load. 6) Plates checked for a plus or minus 2 degree rotation about its center. ala uoul n),FMY -72015 ( BLDG. DEP(. TOWN` OF Sot;'TPOLD A rl , Itv —8 —T g' �r 8' A n' rv6< , FLOOR PLAN n v .° y N LAWFUl � . 9 � • t i f � 3 yi � F � C ^j� E;f (� SCALE: 3/161 = 110„ n .s-' : ' I TIFIC C-4 2-2X10 #1 SYPH Lu Rt LL�t� %7- ask11. TRUSS CARRIERS NEW BUILDING SPECIFICATIONS I, go 30' X 40' X 14'5" POST & FRAME GARAGE O D 0-18" X 8" CONCRETE FOOTINGS (TYP) (5301 LB CAP; 5080 LB COLUMN WT) / 1 1- 3'0" X 6'8" 6 -PANEL FIBERGLASS ENTRY DOOR 2 2-12' X 12' INSULATED OVERHEAD DOORS W/GLASS 0 r3 3-36" X 44" THERMALPANE SINGLEHUNG WINDOWS ® -3 PLY 2X6 GLU-LAM POSTS 8' OC,(TYP) "yl r. -r. %�� ire' ti "- `n ALL GABLE POSTS 2X8 TREATED GROUND CONTACT SKIRT BOARD;'," /� p F EXTEND TO TOP �``'-E. OF ROOF TRUSS 2X4 SPRUCE WALL GIRTS &ROOF PERLINS 24_ OC & BY C: BUILDING DEP ,RTMENT A O 2-2X10 #1 SYP TRUSS CARRIERS 08' SPANS,'QTIFY (638 PLF CAP; 535 PLF ROOF LOAD) 7t5-1802 8 AM TO 4 PM FOR TH TRUSS CARRIER TO POST= A"0" GRK STRUCTURAL SCgING INSPECTIONS: 8 ®EA.POST (2 PER SPLICE MIN) 2664 SHEAR RPTI%"UNDATION - TWO REQUIRED PRE-ENGINEERED ROOF TRUSSES- FOR POURED CONCRETE 00 4/12 PITCH, 48" OC, 30-5-5 LOADING 5 ROWS 2X4 BOTTOM CHORD TIES (60" OC.�- ROU H - FRAMING, PLUMBING, H -10A HURRICANE CLIPS STRAPPING, ELECTRICAL & CAULKING 12" EAVE & GABLE OVERHANG W/ VENTED SOFP3T &SUIATION FASCIAg INA ROOFING & SIDIN - CONSTRUCTION & ELEC I ' L / 29 GA, G-100 PAINTED STEEL 4' WAINSCOT BASE COLOR AUS ALL CONSTRUCTION BE COMPLETE FOP, C.O. N SHALL MEET TH 12" PAINTED STEEL VENTED RIDGECAP -11 o nl lic MENTS OF THE CODES OF NI YORK STATE. NOT RESPONSIBLE FiR / DESIGN OR CONSTRUCTION ERRORS � /. A A a• —8 —T g' �r 8' A n' rv6< , FLOOR PLAN n v .° y N LAWFUl � . 9 � • t i f � 3 yi � F � C ^j� E;f (� SCALE: 3/161 = 110„ n .s-' : ' I TIFIC C-4 1 Lu Rt LL�t� %7- ask11. 'L .9V -1i 0 N 200 O L) _3 0 W W Z Z W (6 -7?0 =GNU Ig Dept copy frOm 21 A- W al reviewed dOcume tsa= 0. 4ELL- *_.. tel i,- l;1 p N ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS I.I.C. THIS DRAWING MAY NOT BE REPRODUCED WITHOVT PERMISSION.BUILDER AND OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION (DATE: 3/17/14 1 FLOUR PLAN AA BACK SIDEWALL SCALE: 1/8" = 1'0" 29 GA. PAINTED STEEL 1RIDGECAP (VENTED) FRONT SIDEWALL SCALE: 1/8" = 1'0" 29 GA. PAINTED STEEL LEFT ENDWALL SCALE: 1/8" = 1'0" 29 GA '6" PAINTED STEEL RAKE TRIM RIGHT ENDWALL SCALE: 1/8" TV -7 Bldg Dept copy from ZBA Final reviewed documents ZBA Date: ueawN W O D N Q 6) 6 a 0 0- d 0 Y J o 0 5 (U 0 2 =) OLU Z U, M U >2LO 2�NU U 2 It a ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS U.C. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION. BUILDER AND OWNER ARE RESPONSIBLE TO VEW%ALL DIMENSIONS BEFORE CONSTRUCTION N , DRAWN BY: ALS \\\\ •NSMy L �r • KOPpF RO �i REVIEW: REVISIONS: DATE: 3/17/14 SITE:VANDENRURGH r :Q E RIS y c') i 4% Z %•• 1 ��� ELEVATIUNS -- �y s►oNPo •`��� � Z2 MEN MEN MEN MEE ENE MEN FRONT SIDEWALL SCALE: 1/8" = 1'0" 29 GA. PAINTED STEEL LEFT ENDWALL SCALE: 1/8" = 1'0" 29 GA '6" PAINTED STEEL RAKE TRIM RIGHT ENDWALL SCALE: 1/8" TV -7 Bldg Dept copy from ZBA Final reviewed documents ZBA Date: ueawN W O D N Q 6) 6 a 0 0- d 0 Y J o 0 5 (U 0 2 =) OLU Z U, M U >2LO 2�NU U 2 It a ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS U.C. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION. BUILDER AND OWNER ARE RESPONSIBLE TO VEW%ALL DIMENSIONS BEFORE CONSTRUCTION N , DRAWN BY: ALS \\\\ •NSMy L �r • KOPpF RO �i REVIEW: REVISIONS: DATE: 3/17/14 SITE:VANDENRURGH r :Q E RIS y c') i 4% Z %•• 1 ��� ELEVATIUNS -- �y s►oNPo •`��� � Z2 PAINTED RIDGECAP VENTED OR 2 SE LTTTE P1EiC W CLOSURE STRIPS 2%4R PERU(JS; R F RUSSES 12' RIDGE CAP DETAIL SCALE: 1/2' - 1'0' 2X4 BOTTOM CHORD PERMANENT LATERAL BRACING (SEE TRUSS WG FOR SPACING) URUNS d - I OF 29 'GA STRUCTURAL 2%4 PAINTED STEEL GIRT OR PERUN 24' ON CENTER 1'WEATERTRE PAINTED SCREWS 9' ON CENTER PETAL SIDING k ROOFING FASTENERS SCALE: 1/2' 1'0' 29 CA. PAINTED STEEL ROOFING INSTALLED W/ SCREWS k WASHERS PRE-ENGINEERED ROOF TRUSSES 48' OC. 2-2X10 01 SYP TRUSS CARRIERS 3 PLY 2X6 CLU -LAM POSTS B' OC. TYP. 2X4 SPF WALL GIRTS 24• 5•-4000 PSI 2XB PRESSURE TREATI CONCRETE SYP SKIRT. BOAR OPTIO�WIL) 2X6 SPF FACE BOARD PAINTED EL FASCIA VENTED PANELS PN Sim FIJ TRIM WW BRACING REGUIREMENTS; 29G1 STRUCTURAL STEEL SIDIN PANELS INSTAL= WITH SCREW GRADE ROOF TRUSS 2-31'X.120 20 ROOF GAILY. NAILS PURUN 4-31'X.120 pUCE GALV. NAILS ROOF PURLIN FASTENING DETAIL SCALE: 1/2' - 1'0' WALL POST J-3{' 20 WALL GAIN. NAILS GIRT 6-�• GALV. NAI PUCELS SIDEWALL GIRT FASTENING DETAIL .-] SCALE: 1/2• - 1'0' 6 NAILSU 2X4 ROOF PERUN r PER TRUSS ROOTRUWALLA A' GRKTRUSS STRUCTURAL 2X6 HEADE 10TCHEO SCFnSTO STR PRAL OOST OVERHEAD DOOR RI WEAl #1 SYP GRK STRUCTURAL OVERHEAD DOOR TRUSS SCREW TO POST HEADCR DETAIL CARRIER FASTENER DETAIL SCALE: 1/2' - 1'0' SCALE: -1/2-- 1'0' 6 NAILS 2X4 ROOF PERUN PUSER TRROOF T___TTR LS PERKSIDEUSS I.2 BLOCK TRU55TETO ER TIE BLOCK FASNDETAIL SCALE: 1/2• - 1'0' POST R JAMB \ D �CK SCREWS 29 GA, PAINTED STEEL ENTRY DOOR JAMB DETAIL SCALE: 1/2• - 707 29 GA. PAINTED STEEL ROOFING PAINTED STEEL *2X6 BOARD PNMED FASCIA ROOF TENTED CHANNELOFFIT TRIM IDING 12'EAVE OVERHANG DETAIL SCALE: 1/2' W O co Q) Q OI C d 00- 0) Y J Q d .ul OE O 7 �UCluj �JO� W W Z Z wz C) >m 0 =gNc) Ua 2 ALL INFORMATION SHOWN ON THIS DRAW WG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION, BUILDER AND OWNER ARE RESPONSIBLE To VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAWN BY: ALS 3/4' STONE B!S - -�r� wpY TrOm ZB�i * Z (OPTIONAL SOIL840KFlLL \\/\\ /\\/\\/\\/\\/\\/\\/\\�\ \/ \\� 3000 P9. mNCRErE\� % j % \/ Final reviewed documera,g- //j\�FOOTING (SEE SIZE / \%\\ ZBA F'I # _ Q h1 * I 3000 PSI. CONCRETE FOOTING / jrT �\\/\/ \/\\ 3\ 0\ S\ SOIL\/\/// / % ON: FLOOR\ LAN)\,\\,\\// \/ pate (� ' c a DATE: 3/1 7/14 (SEE SIZE ON FLOOR PLAN) i"\\ : r� : �\\j/�\\j/��\\/\\\\\\ %f :Vit;,\\\�\jT\\�\\\\\\�\•0..:•.. ` / a m IF W S SITE: VANDENBURGH 'C�s� SECTIONS SECTION (ENDWALL VIEW) SCALE: 1/4" = 1 ID" RAKE IM 2%6 F E PAINTED OARD F SIDING ENTED :HEAD OFFIT GABLE TR SSL\\��\&J TRIM TRIM 1D DOOR SDNG :RSTRIP GABLE OVERHANO DETAIL SCALE: 1/2' - 1'0' PAINTED STEEL *2X6 BOARD PNMED FASCIA ROOF TENTED CHANNELOFFIT TRIM IDING 12'EAVE OVERHANG DETAIL SCALE: 1/2' W O co Q) Q OI C d 00- 0) Y J Q d .ul OE O 7 �UCluj �JO� W W Z Z wz C) >m 0 =gNc) Ua 2 ALL INFORMATION SHOWN ON THIS DRAW WG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION, BUILDER AND OWNER ARE RESPONSIBLE To VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAWN BY: ALS 3/4' STONE B!S - -�r� wpY TrOm ZB�i * Z (OPTIONAL SOIL840KFlLL \\/\\ /\\/\\/\\/\\/\\/\\/\\�\ \/ \\� 3000 P9. mNCRErE\� % j % \/ Final reviewed documera,g- //j\�FOOTING (SEE SIZE / \%\\ ZBA F'I # _ Q h1 * I 3000 PSI. CONCRETE FOOTING / jrT �\\/\/ \/\\ 3\ 0\ S\ SOIL\/\/// / % ON: FLOOR\ LAN)\,\\,\\// \/ pate (� ' c a DATE: 3/1 7/14 (SEE SIZE ON FLOOR PLAN) i"\\ : r� : �\\j/�\\j/��\\/\\\\\\ %f :Vit;,\\\�\jT\\�\\\\\\�\•0..:•.. ` / a m IF W S SITE: VANDENBURGH 'C�s� SECTIONS SECTION (ENDWALL VIEW) SCALE: 1/4" = 1 ID" BUILDING DESIGN NOTES AND DETAILS A4.1 GRADING & EXCAVATION FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. A4.2 FOOTINGS STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OTHERWISE SPECIFIED. A4.3 FRAMING LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE N2 SPRUCE OR COMPARABLE. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE //2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER FOR TRUSS CARRIERS SHALL BE A'1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND SHALL BEAR AN ACCREDITED LABEL USING //1 OR BETTER SYP. A4.4 ROOF TRUSSES ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS, A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASASE) EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED, NAILS USED IN .60 ACO/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D ' NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM k OF 12D NAILS IN 121" STRUCTURAL TIMBER IS 1 PER }" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: 16"x4" GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH= 1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35D A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED WITH M9 WOODGRIP, }" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED //1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; BOTTOM EDGE OF STANDARD ROOFING MATERIALS, A4.8 CONCRETE FLOOR (OPTIONAL) FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. A4.9 STRUCTURAL DESIGN PARAMETERS BUILDING USE= STORAGE USE GROUP=U EXPOSURE CATEGORY= C HEIGHT & AREA LIMITATIONS=5B UNPROTECTED OCCUPANCY LOAD=AS PER DESIGN TOTAL NUMBER OF FLOORS= 1 TOTAL FLOOR AREA (SQ FT) = 1200 BUILDING VOLUME (CU FT) =20000 STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF @48" BELOW GRADE UNLESS NOTED OTHERWISE. 30 PSHLIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. A4.10 APPLICABLE BUILDING CODES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES 2010 RESIDENTIAL CODE OF NEW YORK STATE 2010 NEW YORK STATE BUILDING CODE A4.11 DESIGN CRITERIA: DESIGN REFERENCES= NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) SOUTHERN BUILDING CODE CONGRESS (SSTD10) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) A4.12 WARRANTY NOTES ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC STORAGE CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS NOT APPROVED BY A CERTIFIED ENGINEER. !,iouuwh- 6? 170 BId9 Dept copy from ZBA Final reviewed documents ZBA F I # Date: / /0 O Lo N �>2 0 c r- a (7 0_ a c)) Y c d�N O 'E O 0CD 0co m J 0 W W Z Z W > 2 ,n Z 2 v-0 gN a ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAV NOT BE REPRODUCED WITHOUT PERMISSION.BUILDER AND OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAWN BY: ALS IONS: S I IDATE: 3/17114 SITE: VANDENBURGH DETAILS A 4 13 Z Z go 8,g N60'00'0'E N59.31'16*E n SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-75-01-14 SCALE: 1=40' NOVEMBER 29, 2011 DECEMBER 7. 2011REVISION DECEMBER 9. 2011 REVISION JANUARY 2, 2014 (UNDER CONSTRUCTION) JUNE 12, 2014 REVISIONS JUNE- X24, 2014 REVISIONS l 70��� i Dept copy from ZBA Final reviewed documents RECEIVED ZBA F - Date: JUN 2 4 2014 ZONING BOgR OF Ap�Lz/Aj LS//X (VINEYARD) 362.43' 361.77' MONUMENT 1• 88 n GRAVEL V" •• Cam TEST HOLE • ILI n`.M17.1 .i. P" 'pori TEST HOLE DATA McDONALD GEOSCIENCE 11/15/11 J *,,,t. ,otr• sem- • ire � '�+, 'f i• •ods ?*.I. •s�p. • . JIM .p. 00v5 1�0'• f 3'• S • SASE 004,0 +10-d C — �1E T�� 1b0 ROAD �* tar OF 1 IE�« fo• _ �'--_� • �r C W^ 1N S TS vUBU MAIN EL 17.1' DARK BROWN LOAM OL ------ 1• BROWN SILT ML BROWN SILTY SAND SM ---__ 4. BROWN AND PALE BROWN FINE TO COARSE SAND SW EL LZ ------ 15.i• WATER N PALE BROWN FINE TO COARSE SAND SW 23' Sop IF WO 369•g5, tpEEDi ANY ALTERATION OR ADDITION TO THIS SURVEY IS A KOLA TION OF SECTION 720901E 7HE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUB W -90N 2. ALL CER77RCA770OVS HEREON ARE VALID FOR THIS MAP AND COWES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 30VA TURF APPEARS HEREON. O O o' 19A L� v R CERTIFIED TO: THE GREENPORT BREWING COMPANY LLC FIRST AMERICAN TITLE *I+k P, -:COMPANY r 4 - NO. 496181 PECONTC-SM- VEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA SOUTHOLD, N. R 11971 STREET 111-228 r C7! r v z 0 COOCONO) n 2 zz C3 oto 00 Ay +15.5' N60'00'0"E N59.31'16"E TEST HOLE DATA McDONALD GEOSCIENCE 11/15/11 MAIN (VINEYARD) •39 ; IN I �� o. 548 .TE �}R6 %- _116�,—'��1�2•,C WAR �� gTREEj) .01 - 1s2 _ (P�g1 EL. 17.8' DARK BROWN LOAM OL 1 BROWN SILT ML ------ 3' BROWN SILTY SAND SM ----- 4• BROWN AND PALE BROWN FINE TO COARSE SAND SW EL. 2.2' ------ 15.a' WATER IN PALE DROWN FINE TO COARSE SAND SW 23' SURVEY OF PROPERTY AT PECONIC TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-75-01-14 SCALE. P-40' NOVEMBER 29, 2011 DECEMBER 7, 2011 (REVISION) DECEMBER 9, 2011 (REVISION) JANUARY 2, 2014 (UNDER CONSTRUCTION) JUNE 12, 2014 (REVISIONS) JUNE 24, 2014 (REVISIONS) JULY 18, 2014 (POLE BARN REVISIONS) 362.43' (DEED) 361.77' (ACTUAL) ID EDS 36g .6 MONUMENT -T+tai' 00 0d co 0 00 00 mm 5 (S.R• 25) CERTIFIED TO: THE GREENPORT BREWING COMPANY LLC FIRST AMERICAN TITLE IN COMPANY AREA=2.8765 ACRES J .LIG. N0. 49618 ANY ALTERATION OR'ADDITION TO THIS SURVEY IS A VIOLATION PEC MORS, P. C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERDFICA]IONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET q q _228 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 11