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Home My WebLink About40441-Z ��}1SU �t�tpG Town of Southold 12/4/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39376 Date: 12/4/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 67575 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-58.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2014 pursuant to which Building Permit No. 40441 dated 2/1/2016 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: commercial building as applied for per ZBA#6822, dated 4/2/2015. The certificate is issued to Soundside Landscape Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-15-0007 11/22/2017 ELECTRICAL CERTIFICATE NO. 40441 8/30/2017 PLUMBERS CERTIFICATION DATED 7/26/2017 Nerard Ori tale Ad�'YkrAMLV V. ut rued Signature F of ixco TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • SOUTHOLD, NY poi � Sao 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#: 40441 Date: 2/1/2016 Permission is hereby granted to: Soundside Landscape Inc PO BOX 770 Southold, NY 11971 To: Construction of a commercial building as applied for per ZBA and Planning Board approvals. At premises located at: 67575 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-58.3 Pursuant to application dated 1/13/2016 and approved by the Building Inspector. To expire on 8/2/2017. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,530.00 CO -COMMERCIAL $50.00 Total: $1,580.00 Buildi ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. New Construction: Z Old or Pre-existing Building: (check one) Location of Property: 6`� House No. Street `J Hamlet Owner or Owners of Property: C1,r� bw Xt n�..1�Sc-ja J,n c, Suffolk County Tax Map No 1000, Section Block Q Lot 5S, 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: e-��,?—)) ( �� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant �gnature pF S0�/j�,®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 •® • �® roger.rich ertl'ab-town.southoId.ny.us lycou�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Soundside Landscape Inc. Address: 67575 Route 25 city:Greenport st: New York zip: 11944 Building Permit#: 40441 Section: 52 Block: 5 Lot: 58.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33149-ME SITE DETAILS Office Use Only Residential Indoor X Basement 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 6 HID Fixtures Service 3 ph 200A Hot Water 1-20A GFCI Recpt 12 Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 3 Recessed Fixtures 7 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks 1 Disconnect 200A Switches $ Twist Lock Exit Fixtures 3 TVSS Other Equipment- 1- Exhaust Fan, 1- 30A Compressor Receptacle, 1- 50A Welder Receptacle, Electric Base Board Heaters - 1-20A, 1- 30A, 1- Combination Smoke/ CO Detector. Notes: Inspector Signature: Date: August 30, 2017 0-Cert Electrical Compliance Form.xls 631.765.5471 1 c'®: '� • ,Gerard.Orientale S ee. ' www soundsidelandscapeinc.com. 'P.O. Box 7.70 Southold;New York .11971 Caring For You and•the.Environment JULY,26,2017 •. ` • �,. ,' , . " , ; _. - � _; -„ ., . i„- - % �' , -- , . , SOUTHOLD TOWN BUILDINGDEPT. 54375 Route 25: 'PO Box, 1179' Southold, NY 11971 = = -.ATT: Michael Verity = : • ' - RE::PEX Affidavit; 'Dear Mr.Verity;' I I - _ This-is to'confirm that I, Gerard Orientale have installed Pex.Plumbing.in lieu of copper'plum ing:All•Pex piping,fittings and connections are all,expanded"Pex and - ;-installed bY,myself as the owner of 67575 Route 25, Greenport,NY., Permit 40,441:” Sincerely, Gerard'Orientale .. _ _-_JUL' 2 7 2017 R��® ® T _ - TOWN _ OF SDUT�olo - o�yCOU�,N� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION ' do [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: U vir Ar 6 s G sV r S i V DATE �! I INSPECTOR fjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [-/FOU DATION IST ] ROUGH PLUMBING F UNDATION 2ND INSULATION MI -XFRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING-1 REMARKS:- 4-�r DATE -1, 6 INSPECTOR rsf so eou TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPEC ON ,-` I FOUNDATION I ST TROUGH P'LUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE - INSPECTOR— rjv s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N OTO I FOUNDATION IST P ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS- DATE -INSPECTOR OF SOplyo O * � cou OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ "ROUGH PL13G. [ ] PUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE INSPECTOR �t SO//T�o� ® 0 OUNi`I, ' 'YC 0 C. TOWN OF SOUTHOLD BUILDING DEPT 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l / 7 INSPECTORS SOUTyo coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/P UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) REMARKS: W t/wi DATE, /),(,p INSPECTOR h�� Olo qoqq rj?so coum,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ eFINAL SULATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fifilK44� � n I 6INAEV& y 4#4wo j dL vwori l� � la l 3 h! v.", %c� - �� rg DATE IR INSPECTOR VA&-' O��OE SOUry�l COUMV,�^c� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [AFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: liz_E DATE �� D INSPECTOR *OF SO(/lyolo 40 � • �O 000,�c� . TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR � r o •• ^ � • • is Ate. ONE STATE ENNEROY D3 WNW MFfRal► . ,�. i i iI—1 r,_.i, AFION u �s. • 1 s� 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. �v �/y / Check Septic Form N.Y.S.D.E.C. ri l Trustees C.O.Application J ( Flood Permit' Examined Single&Separate ® ` I 9[OZ �I Storm-Water Assessment Form r Contact: Approved it.� I u ._ raatt'�e: -�P�j> 21� Om �2 approved a/c 1 Phone: �Ms— 51 C Expiration Z47:7,-20 93 9 �V93 _.�`nom-_—" 42 (� U E Building Inspector �J Y OCT 201 PPLICATION FOR BUILDING PERMIT C4 L 7 • 'z, r. Date , 20 BLDG DEPT. INSTRUCTIONS TOVA OF SOUTHOLD ---a-. T+ris appIication MUST be'completely,f lied in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ' (Signature o applicant or name,if/aQ(corporation) ` , jaX 9 / N / (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or,builder 0 WA) Name of owner of premises SnVl r' s➢C a hA ndscn(c3lp- 6101 (As on the tax A or latest deed) If app icant is a r ation, signature of duly authorized officer (Name an title of corporate officer) Builders License No. :385910 - H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: xhi inn `hio a a a House Number Street Hamlet County Tax Map No. 1000 Section a Block 05 Lot 52 " 3- FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 5, 2014 TO: Soundside Landscape Inc. PO Box 770 Southold,NY 11971 Please take notice that your application dated October 27, 2014 For permit to construct a commercial building for a landscape contractor's yard at Location of property 67575 Main Road, Greenport County Tax Map No. 1000 - Section 52 Block 5 Lot 58.3 Is returned herewith and disapproved on the following grounds: The posed construction, on this 40,659 square foot parcel in the LI Zone, is not permitted pursuant to Article XV, Section 280-64 A., which states, "Structures shall be set back at least 100 feet from the right-of-way." The proposed construction notes a front yard setback of 55 feet. In addition, the proposed construction is not permitted pursuant to Article XV, Section 280-63,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum rear yard setback of 70 feet. Following the posed construction, the building will have a rear yard setback of 20 feet. In addition, the project requires site plan approval from the Southold Town Planning Board. orized i nature CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 5, 2014 AMENDED: December 1, 2014 TO: Soundside Landscape Inc. PO Box 770 Southold, NY 11971 Please take notice that your application dated October 27, 2014 For permit to construct a commercial building for a landscape contractor's yard at Location of property 67575 Main Road, Green ort County Tax Map No. 1000 - Section 52 Block 5 Lot 58.3 Is returned herewith and disapproved on the following grounds: The posed construction, on this 40,659 square foot parcel in the LI Zone, is not permitted pursuant to Article XV, Section 280-64 A., which states, "Structures shall be set back at least 100 feet from the right-of-waw The proposed construction notes a front yard setback of+/-59 feet. In addition, the proposed construction is not permitted pursuant to Article XV, Section 280-63,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum rear yard setback of 70 feet. Following the proposed construction, the building will have a rear yard setback of+/-21 feet. In addition the ro' a -ire to plana roval from the Southold Town Planning Board. Thi ce o Dis roval was a nded on December 1 2014 ollowin the submission o a new site plan. ign ture CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require— additional review from the Southold Town Building Department. BOARD MEMBERS ®F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� jyp 53095 Main Road•P.O.Box 1179 4` �® l0 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer A Q Town Annex/First Floor,Capital One Bank George Horning �� O 54375 Main Road(at Youngs Avenue) Kenneth Schneider IroUNTI,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS f 1 i _ (� ) TOWN OF SOUTHOLD I I1 APR 7 2015 } •Fax 631 765-9064 Tel.(631)765-1809 ( ) L1C+.�:��.�� ?�,�,-It"i [� FIND GS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 2,2015 ZBA FILE: 6822 NAME OF APPLICANT: Soundside Landscape,Inc. PROPERTY LOCATION: 67575 Main Road(aka State Route 25), Greenport,NY SCTM# 1000-52-5-58.3 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 11 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 December 12, 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: The applicant's property is an irregularly shaped 40, 659 sq. ft. parcel in the LI Zone. The northerly lot line measures 180.94 feet along an adjacent parcel. The easterly lot line measures 304.03 feet along Main Road (SR 25). The southerly lot line measures 170.87 feet long another parcel. The westerly lot line measures 218.76 feet long anther adjacent parcel. The property is improved with several storage containers, as shown, with the proposed new 40ft. x 80ft. commercial contractor's building, on the survey SP-1 drawn by James Deerkoski,PE, dated Oct. 31, 2014. BASIS OF APPLICATION: Request for Variances from Article XV, Sections 280-64A and 280-63 and the Building Inspector's November 5,2014, amended December 1,2014 Notice of Disapproval based on an application for building permit to construct a commercial building for landscape contractor's yard, at; 1)less than the code required front yard setback of 100 feet,2)less than the code required minimum rear yard setback of 70 feet. RELIEF REQUESTED: The applicant requests two variances in order to construct a proposed commercial contractor's building with a front yard setback of 59 feet, where a minimum of 100 feet is required, and a rear yard setback of 21 feet,where a minimum of 70 feet is required. ADDITIONAL INFORMATION: The property was the subject of ZBA Appeal #5095, dated May 16, 2002, in which a previous applicant was granted variances for a front yard setback of 75 feet, and a rear yard setback of 41 feet.-The Town Planning Board submitted a memorandum dated Jan. 8, 2014 expressing concern about the status of access to Rt. 25 from this property. The memorandum referred to a Covenant & Restrictions document included with the original minor subdivision approval in 1988. They requested the Zoning Board adjourn the hearing to Page 2 of 3-April 2,2015 ZBA#6822—Soundside Landscape,Inc. SCTM#1000-52-2-58 3 allow the Planning Board to review the application in the site plan process. On March 17,2015 the Planning Board submitted a second memorandum stating they are not requiring the cross access easement and that the applicant should explain to the Zoning Board how they meet Town Code for lot recognition under Code Section 280-9. They further stated they support the variances as applied for. At the hearing the applicant provided information proving they meet town code for lot recognition. Site Plan approval is necessary for the applicant, and the Planning Board will address those C&Rs, and any other concerns they have during the site plan approval process. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Jan. 8,2015, and on March 19,2015, 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This property has established commercial and industrial uses that are allowed by code, and that are compatible with the uses on other properties in the Light Industrial 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 size and shape of the property limits the area where the proposed structure can be built, and still allow for on site maneuverability of the trucks and equipment used by the contractor. There is no conforming location available to locate the new building, and therefore the variances are necessary. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 41% relief from the code for the front yard setback of 59 feet, and 70% relief from code for the rear yard setback of 21 feet. However, the property is situated in an area containing long established industrial uses, and there are other commercial buildings with non-conforming front and rear yard setbacks located within the adjacent neighborhood. 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will establish vegetative screening along Rt. 25 as shown on the site plan. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary,and adequate to enable the applicant to enjoy the benefit of a new equipment storage building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried, to GRANT the variance/variances as applied for, and shown on the survey SP-1 drawn by James Deerkoski, PE, dated Oct. 31, 2014. CONDITIONS: 1. Southold Town Planning Board site plan approval is required. 2. The applicant will establish vegetative screening along CR25 as shown on the site plan. Page 3 of 3-April 2,2015 Z13A#6822—Soundside Landscape,Inc SCTM#1000-52-2-58 3 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Horning,Dante, Goehringer.This Resolution was duly ad to 5-0). +� Leslie Kanes Weisman, Chairperson Approved for filing I l 17 /2015 .t J { OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � '®F S® �® P.O.Box 1179 54375 State Route 25 ® �® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov U , PLANNING BOARD OFFICE TOWN OF SOUTHOLD f 3 JAN 1 2016 I January 12, 2016 1 � Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Approval - Proposed Site Plan for Soundside Landscape, Inc. Located at 67575 NYS Rt.'25, ±275' s/w/o Albertson La. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 11, 2016: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on 0.93 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, on December 17, 2014, Gerard Orientale, owner, submitted a Site Plan Application for review; and WHEREAS, on January 12, 2015, the Planning Board formally accepted the application as complete for review but in need of revision; and WHEREAS, on January 16, 2015, the applicant submitted the information and revisions as required; and WHEREAS, on January 29, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from Suffolk County Planning Commission review because the proposed action is less than 5,000.sq. ft. of new floor area; and WHEREAS, on February 6, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and f Soundside Landscape, Inc. Page 2 January 12, 2016 WHEREAS, on February 9, 2015, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on February 9, 2015, a public hearing was held and closed; and WHEREAS, on February 13, 2015, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on February 19, 2015, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on March 6, 2015, the Southold Town Engineer reviewed the above-referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, at their Work Session held on March 9, 2015, the Southold Town Planning Board required revisions to the proposed Site Plan; and WHEREAS, on March 9, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on March 30, 2015, Gerard Orientale, owner, submitted a revised Site Plan that included specific requirements of the Planning Board; and WHEREAS, April 6, 2015, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action unlisted and granted a Negative Declaration; and WHEREAS, on April 8, 2015, the Zoning Board of Appeals (ZBA) granted the Area Variances for nonconforming front and rear yard setbacks as applied for in File#6822 with two (2) conditions: (1) Southold Town Planning Board Site Plan Approval is required; (2) The applicant will establish vegetative screening along NYS Rt. 25 as shown on the Site Plan; and WHEREAS, on April 20, 2015, the Planning Board reviewed the revised Site Plan and determined that approval from the Suffolk County Department of Health Services (SCDHS) remains outstanding; and WHEREAS, on May 13, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed contractor's yard as a permitted use in the Light Industrial Zoning District; and WHEREAS, on December 5, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference#C10-15-0007 for"Industrial Storage-Building" at 128 gallons per day; and ` Soundside Landscape, Inc. Page 3 January 12, 2016 WHEREAS, on December 21, 2015, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore be it 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 approves the Site Plan with one (1) condition entitled "Soundside Landscaping Inc.", prepared by DAK Associates, LLC, dated October 31, 2014 and last revised March 4, 2015, and authorizes the Chairman to endorse the Site Plan including the following two (2) plans: 1. SP — 1: Site Plan 2. GN — 1: General Notes Condition: Any free-standing sign for the business must be approved by the Planning Board prior to a Sign Permit being issued for this site. Please also note the following requirements in the Southold Town Code relating to Site Plans: 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 and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect 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. r Soundside Landscape, Inc. Page 4 January 12, 2016 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. WilNenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Ze— , Applicant/Agent Signature: ,� P Date: 4 C) MAILING ADDRESS: PLANNING BOARD MEMBERS / _.w``�QF SD(/ry Southold,.O.Box 1179 1 971 DONALD J.WILCENSKI O� �V' Chair o OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III �'�l a® (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��'®Ups ��.vv Southold, NY �e Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D August 17, 2017 D AUG 1 8 2017 Mr. Gerard Orientale LUT a INGMPT. P.O. Box 770 y 0,�FVNI OF SOI OLD Southold, NY 11971 Re: Approved Site Plan for Soundside Landscape, Inc. 67575 NYS Rt. 25, ±275' s/w/o Albertson Ln. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 8, 2017. The site is now in conformance with the Approved Site Plan entitled "Soundside Landscaping Inc.", prepared by DAK Associates, LLC, dated October 31, 2014 and last revised March 4, 2015. The Planning Board allowed the following as-built changes to the Approved Site Plan: • Addition of a eighteen (18) Blue Spruce plantings where seven (7) were approved; • Installation of five (5) exterior wall pack light fixtures where nine (9) were approved. The main free-standing sign was not constructed; therefore, the Planning Board Site Plan condition remains as follows: • Any free-standing sign for the business must be approved by the Planning Board prior to a Sign Permit being issued for this site. 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. ounLde Landscaping Page Two August 17, 2017 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 Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer *pf SO�jyo Town Hall Annex l [ J [ Telephone(631)765- 02 r 54375 Main Road Ci (631)(631)765- 5 P.O.Box 1179 _ Y� roger.richert(a.town.soutf9o�d.ny.us Southold,NY 11971-0959 Q }l� coUIVi`1,�� G BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: XI ----- Company Name: Name: License No.: Address: o �, Phone No.: &1'3/- 33.5 - QF4� JOBSITE INFORMATION: (*Indicates required information) *Name: �`�� Z-11^ *Address: t1a 7s7s /`�ti."^ «N, �`«��ol4 *Cross Street: *Phone No.: - 3 �1- 7 i-Iy3 Permit No.: Tax Map District: 1000 Section: Block: 1 5 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A00 6141 1t7% �C.DD^'�-S SU/� 'eqz (Please ircle All That Apply) *Is job ready for inspection: YES NO ough 1n Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Pha 100 150 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form r o��guFl`OC,��oG Town Hall Annex ff. y� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 o Southold, NY 11971-0959 1 +� O ` +F 44 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: IA-nyAw,, i oto D� Owner: C' e'i:� aTZ_A nqi Location of Property: (�'� �ZX 25 /114AL 21 A C-tee aDaof>> 119#// Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ��pJ, ►Pro 6fzi�P,�le, Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 p 631.765:5471 - ,Gerard Orientate,' S ur:- -d4�= of www'soundsidelaridscapeiric.com' = t',;, Cli. :P:O. Box 770 Southold'New,York, 1'19'71, , Garin For;You and the�Environnient`: _ 'October,23 20,1"4. i . Soutlaold'rTowri� ilding: 53095''Route 25 R" Box 11'-7.1 O _Southold";"NY ;1`1971` Al'T: .Mike-Verity:=Chief`8uilding°Inspector," .r= ;RE:�L-eft df,Intent _ r, Dedr'`M,r. ,Verity;; '> _ 'This16tter-of Tntent�=-is"foi-`the,;property,I,just' purchased 'at'67575 Ma'fn'Road-' Green D o-rt 'NY,1�1944:'- `It':is zoned 'Li, ht:Industrial rand'is; p ,. 9 tax-m:a"p, #'=.1"OO;Qr 52=05,-`58:3.: :Th6 soley-intentrfor-'this`;.property,is;to.,:be:.s° - r' U's`ed=aS"a Contractor-Stora0E'-Yard . R- `I;>,plan,,'to°''construct`a.`4Qa�x=80 -='"Poke°Barn Building"withha'concrete, " ,. :. filo,or.., `+I-also"plan;.on. us ngy'B, n_-Block to store„outdoor.;3materials: ;I will' the"PoIe�B&n':1 uiIding for- the'aole',purpose for;the'sto'rage,of light.' f an,d heavy-landscape''equipment:,'All:Trucks',-and``&ailers'will:be stored. ; a, ti outside .Th6.Bin-BI'ocks will t e,used to,Rstore.commonly:;used=materials. such:as ''Mulch ',To soil "RCA``-Con'crete'sand: 'and,{fine sand: - p 9 :4 r ' VIfi`You,'have'an`y=,questions;.please feel„;fr-ee to,contact me at;your:' .Sintete J.;Gerard Orientate` :So'undside La'ndscape', k 63-1 ,765<=547,1. aslawnc@aol:com` 'f ,^OM1 -„ - _, moi. _ _�.. _ ,f', ••t.. _ - - _-' - `,}-�"Jo - � - , - r - 1 ✓Sri ;* \'1 '- '' „ ,� ir, _ 'f . -' �1! , nJ ' ;4i,J `; - 'J _ '631.765.5471 :01111'C��1' e.h . . Gerard Orientale 5 _- ww.wsoundsidelandscapeinc.com P.O. Box 770 • Southold,-New York, 1`197'1- 'COng'For You and the'Environment ' _ • - .1uly 26;'20'1. 7 . _ ' , , : . .,_ , • -' ., , , ; , : ,'' - Southold Town Building;Dept. 54375 Route,25 PO Box 1179 ; .Southoldi-NY 11971 RE: Permit Extension Dear Mr:Verity: I would-like to ask for a extension for my,Building Permit#40441 in order to - have the paperwork completed foamy Certificate of Oc'cupancy`..'Current expiration ; date is Aug;2,2017. My.contact information is as,follows:'Cell#631-834,7893 Office '• #631-765=5471 and'email address-sslawnc@aol.com. 'Tharik yo'u,, . uerard'Orientale' . ' , .f n. , , -, ' . Y I , .. _ _z 1, ' -` 'Y • (. ,� _ _ BUiLDIN DFM�L]D L : . . - TOWN��5OUT>� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET '-6- LOT SUB. 74� VILLAGE DIST.1 N Llea') w R�cte4 G r-, 4 P,--\ n,- 4 sz, ACR. REMARKS Knal, relo I r)r 1 . 0411 11-7 l0n z,-'0(S p So - Px o se 4z-.)Cx razt n n i v , TYPE OF BLD. I I I Cocct7-2-t,ni I(I ql07--L lz5l:5 625qi n' KW me (ro PROP. CLASS LAND IMP. TOTAL DATE 4- - rnpr 9/2-f//&145- k ra. �qnz--) Y,:Pv on (Alb-r- Wes 4&u\vt 6. I qf I -L-/Z,71 3/9 209-LAJ [Awd /(A D co e 300,o a FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL r ' OP ID:KH CERTIFICATE OF LIABILITY INSURANCE-BICE DAT10121/IYYYY) 10121/94 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE,DOES.'NOT CONSTITUTE A CONTRACT BF-TWE15N THE ISSUING.INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ` IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject'to the terms`and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in,lieu of such'endorsement(s). PRODUCER Phone:717-335-2929 NAME.CONTACT NAME: Unruh Insurance Agency,Inc. Fax 717-335-2923 PHONE FAX P.O.Box•259 Arc No Exti; A/C No): Denver PA 17517 E-MAIL I ADDRESS: CUSTOMER,, :'SHIRK-2 INSURERS AFFORDING COVERAGE MAIC N INSURED, Shirk Pole Buildings LLC INSURERA;Erie Insurance Exchange 26271 807 Reading Rd INSURER 13:Erie Ins.Prop/Cas Co 26830 East•Earl,PA 17519 INSURER C INSURER D• INSURER E': INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE 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 RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS rA TYPE OF INSURANCE ADDL a POLICY NUMBER POLICYEFF POLICY NYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY Q45 0153561 H 09101/14 09/01/15 DAMAGE TO PREMISES RoNwrrens $ 1,000,00 CLAIMS-MADE FKOCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE LIMITAPPLIESPER PRODUCTS-COMP/OP AGG $ 2,000,00 X POLICY F1 PRO LOC ` $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED AUTOS Q090131793H7 09/01/14 09101115 BODILY INJURY(Per accidenl) S X SCHEDULED AUTOS PROPERTYDAMAGE X HIRED AUTOS (Peraccident) $ X NON-OWNEDAUTOS $ S UMBRELLA LIAR X, OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAS CLAIMS-MADE AGGREGATE $ 1,000,00 A Q33 0171779 H 09/01114 09/01/15 DEDUCTIBLE $ RETENTION 5 g WORKERS COMPENSATION X WCSTATU- I 10TH- AND EMPLOYERS'LIABILITYTORYLIMITS ER_- A ANY PROPRIETORIPARTNER/EXECUTIVE Y/N Q93-0102249 H(PA) 09/01/14 09/01115 E L.EACH ACCIDENT S 500000 OFFICERIMEMBER EXCLUDED? a N I A B (MandatoryWNH) Q93-5100926 H(NY) 09/01114 09/01/15 E.L.DISEASE-EA EMPLOYEE $ 500000 If yes•descnbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 9D1,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 13E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route.25 Southold,NY 11971 ZA%FUTHRIZED REPRESENTATNE n ©198 -2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The-ACORD'name and logo are registered marks of ACORD S ' L STATE•OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE IW.Legal Name,&Address-of Insured(Use street address only) Ib.Business Telephone Number of Insured (717)989-5393 Shirk Pole Buildings LLC Ill E Black Creek Rd Ie.NYS Unemployment Insurance Employer East Earl PA 17519 Registration Number of Insured N/A Work Location of Insured(Only requiredifeorverdgeisspecifcagy Id.Federal Employer Identification Number ofInsured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting.Proof of 3a: Name of Insurance Carrier Coverage,(Entity Being Listed as the Certificate Holder) Eriednsurance Properly/Casualy Co Town of Southold 3b.Policy Number of entity listed in-box"tall 53095 Route 25 Q935100926 Southhold NY 11971 3e. Policy effective period 09/01/2014 to 09/01/2015 3d. The Proprietor,Partneis or Executive Officers are ❑ included. (only check box if all partners/officers 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 "1 a" for workers' compensation under the New York State Workers'Compensation Law.•(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or 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,notify the above certificate holder within 10 days IF, policy is canceled due t ononpayment.ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums.that cancel the policy or eliminate the insured from the coverage indicated on this Cerlificate. (These notices may be sent by-regular mail.) Otherwise,this Certificate is valid for oneyear after this form is approved by the insurance carrier or'its.licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:'Upon the-cancellation of the workers'compensation policy indicated on this form,if the business continues4o be named on a permit,license or contract issued by a certificate holder,the business must provide that,certificate holder with a new Certificate of Workers'-Compensation Coverage_or,other authorized proof that the:business is complyingwith the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that'I am an a utho rized.representative or licensed agent of the'insurance carrier•referenced above and that the named insured has the coverage as,depicted on this form: Approved by: 'Marc_ Cipriani (PunRdltll_,� t naame ofauthorizcd representativeorlLcensed agentof insurance carrier) Approved by: 10/21/2014 (Signature) (Date) Title:- Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier: '800-248-0811 Please Note. Only insurance carriers and their licensed agents Tire authorized to issue Form-C-105.2. Insurance brokers are NOT authorized.to issue-it. C-105.2(9-07) www.wcb.state.ny.us � r r "STATE,OF NEW TURK_ WORKMCOWENSATICSM BOARD CEt<Tj ICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENIEMS LAW PART 1, To be completed by Disa ility Bene is Carrier or Licensed insurance Agent o t at Carrier La.Legal Nme and Address of limped(Use street address only) lb.Business`Telephone Nmuber of h=ed SHIRK POLE BUILDINGS LLC (717) 989-5393 807 READING ROAD lc.NYS Unemployment Insurance Employer Registration EAST EARL, PA 17519 Nungmr o€Ist a and ]d Federal Employer Identification Nwnber of hmued or Social Seeuity Number 260-90-2567 2. Dicta and Address of tate Entity Requesting Proof of 3a.Name ofInsarance Carrier Coverage(EntityBeing.Listedasthe Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold 3V.Policy,Number of entity listed in box"WI.- 53095 Route 25 Southdld, NY 1'19,71 DBL 6026 70 - 3 3c.pplicy effective period: 01/11%2015 to 01/11/2016 .Po tcy covets. a.J@ All of the employdt einployees eligible under the New York Disability Benefits Law .b.F-1 only the following class or classes of*e ft4ioyces eemploye= Under penalty of perjury,.I cec7ify drat 1 amim auttw zed repxees�ntative or licensed merit of the insuraike'earriir referenced Above- aid that the roamed insured has NYS Disability Benefits instmee coverage as described above. Date Signcxl 0112712015 By `- J oseph-J..M asi (Slgrmlureaf irsurarcemrnersautho[imad rep25ertatida of MS linersed insureace Agent insurancerarrier) Telephoneldwnbu (866) 697-4332 •Title Director of Disability-Benefits Insurance 94PORT"t Sf box^ss"i$ehee 94 audihis fatty is sipWby ON ittstitatace carrier!sasaiwtixxedxepresetatadna ar NYS Liceusad Umeza=Arm of abet car#icr,dds cetti =v is C0MPLETE. Ma9it diFccdy to dte cMdficutc hoWcr. If boar;"db"is ahwlad,this emiiaaare is NOT OWDLM for purposes ofSectioo=O.Subd.8 of dte Diss tlut'Benefts Len:it tHit9t be.mailed Tor totopkdom w dte Warks Ce doo:Board.M PlaasActepta=e I.Wt.20 Park Ssreee.Alban},Now York 12207. PART 2.To be cbmpkyted by NYS Workere Cornpensation,Btu (Only if box'114V of Parti has been checked) State Of New York 'Workers'Compensation Board Amotd9mg'to xofotmatm waintained by the NYS wortm'-Compemkou Board,me atwrre-aamred employer arcs"complied suits i1w NYS Disability Benefits Law with respectio all of hislher employees. Aate'sigwd By csip2tame of NYS ivoikew compeftsation Board t?twWoe) TelcphgneNtunber Title Please Note:-O*iasarrfnve carriers licensed to write NYS;disaibility benefits insurance,polkies and NYS licensed bistuance agents of those.iustuance carriers are authofized to issue Fomr DB-120.1. Insurance broken are NOT authorized to issue this form. DB-120.1(5-06) 'Certificate NUrnber 305454 ----•1 OP ID:KH CERTIFICATE OF LIABILITY INSURANCE DATE 0111 2/20 1 6 Y) 01/9212016 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS-WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Unruh Insurance Agency,Inc. -NAME. PHo E FAx P.O.Box 259ac o Ext• a No): Denver,PA 17517 E.M/uL ADDRESS: CusT UMER ID as'SHI RK-2 INSURERS AFFORDING COVERAGE NxC tI INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchange 26271 807 Reading Rd INSURER B:Erie Ins.Prop/Cas Co 26830 East Earl, PA 17519 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE 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 RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD MMID GENERAL LABILITY EACH OCCURRENCE $ 11000,00 DAMAGE TO A X COMMERCIAL GENERAL LABILITY Q45 0153561 H 09101/2015 0910112016 PREMISES(EaRENTED occurrence) $ 1,000,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 X POLICY JECT PRO LOG $ AUTOMOBILE LABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANYAUTO BODILY INJURY(Per person) $ A ALL OWNED AUTOS Q09 0131793 H7 09/01/2015 09/0112016 BODILY INJURY(Per aceldent) $ X SCHEDULED AUTOS ' PROPERTY DAMAGE $ X HIRED AUTOS (PER ACCIDENT) X NON-OWNEDAUTOS $ $ UMBRELLA LIAROCCUR HEACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONXI TO WC STATI%R LIM OTH- AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNERIEXECUTIVE YIN Q93-5101231 H(PA) 09/01/2015 09/0112016 E.L.EACH ACCIDENT $ 100,000 OFFICERlDAEMBERFXCLUDED? N 1 A B (Mandatory In NH) I Q93-5100926 H(NY) 09/0112015 09/01/2016 EL DISEASE-EA EMPLOYE $ 100,000 Iipes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Addltlonal Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEI I ED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE 1 I Oct ©1968-2 9 ARD C ORPORATION. All rights reserved. ACORD 26(2009109) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK ` WORKERS'COMPENSATION BOARD CER'T'IFICATE OF NYS'-WORI ERS.' CONTENSATION.INSURANCE COVERAGE Ia.Legal Name&-Address of Insured-(Use street address only) 1b.Business Telephone Number of Insured Shirk Pole Buildings,LLC 717-989-5393 807, Reading Rd 1c.NYS Unemployment Insurance Employer East Earl PA 17519 Registration Number of Insured Work Location of Insured(Only required if coverage&spee)?cally M.Federai Employer Identification Number of Insured limited-io certain locations in New, York Slate, Le.. a Wrap-Up or-Social Security Number POO),, 26-0902567 ,2.Name and Address of-the Entity Requesting Proof of 3a.-Name of Insurance Carrier Coverage.(Entity)3eing Listed as the Certificate Holder) Erie-1ns'Prop/Cas 'Town of;Southold 3b."Policy Number of entity_listed in box"la" -53095 Route;25. Q93-5100926 Southold NY 11971 3c. Policy effective period 09/61/2015 -to 09101/2016 3d. The Proprietor,Partners or Executive Officers are Qincluded. {Only check box if all partnerstofficers included) all excluded or certain partners/officers excluded.. This certifies that the insurance carrier indicated above in box "'k insures the business-referenced above in box 41a!' for workers' compensation under the New York State Workers'Compensation Law.-(To use this form,New York(NY)must'be listed under Mm..M on theINFORMATION PAGE of the workers'-compensation insurance policy). The Insurance Carrier or its licensed'agentwill send this-Certificate of Insurance to the entity listed above as the,certifiicate,holder in box'T'. 7'he lnsurance Carr.'ier will also not the above certicate holder Wthirn,l0 daysl Papolley,'is canceled due to honpi#ment'ofpremitims or within 30 days IF there are reasons other than nonpayment of premiums,that cancel the policy'or eliminate-the insured from,the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this-Certificate is valid for oneyear after thli form is approved'by the insurance carrier-or.its licensed agent;or'ripitil the policy expiration date listed in box"3c",.whichever-is earlier. Please`Note:,Upon the cancellation of the workers' compensation policy indicated_on this-form,if the business continues.tb be named on-a,permit,license or contract issued by a certificate holder,the business must provide that certificate holder with'a new Certificate of Workers'Compensation Coverage or other authorized proof that the business•isvomplying with,the mandatory coverage requirements of the Now York State-Workers'-Compensation,Law. Under penalty of perjury,I'eertify that I ani an authorized representative or licensed agent of the insurance carrier-referenced above and that the named insured bas the coverage as depicted on this form. Approved by: Marc-Cipriani (Print name of authorized representative or licensed agent of insurance carrier) Approved by: /�r/ / - 01/12/2016 /�/f� Gam" (Signature) (Date) Title: Department Manager- Telephone Number,of authorized representative or licensed agent of insurance carrier: 800-45870811 Please Note: Only'insurance carriers,and their licensed agents:are authorized to issue Form C-1 05.2. Insurance brokers are NOT authorized to issue it. C=105.2(9-07) www.wcb.state.ny.us STATE OF NEAT YORK WORKERS'COMPENSATIOMBOARD CERTIFICATE OF INSURANCE COYEItAGE,UNDER THE NYS DISABILITY BENEFITS LAW FARf 1. To—be completed Disa i ity Benefits CarflerorL+sense Insurance Agept of tat Carer In.Legal Name and Address of Inured(Use street address only) 1b.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD Ic.NYS UiemgloymentInsurmceEmployer Registration EAST EARL, PA 17519 Number oftomured Id.Federal Employer Identification Number of Iumvd or Social SecwiN,Namt" 260-90-2567 2. Name and Address of the Entity Retpiestiug Proof of 3a.Name of7nsmme,Carrier Coveage(Entity Being Listed as the Certificate.Holder) NEW YORK STATE INSURANCE RIND Town of Southold 53095 Route 25 3b policy Ntnuber of entity]Tiled in baY"la": Southold,NY 11971 DBL 6026 70-3 3c Policp effective period 01/11/2016 to 01/11/2017 •4.i'o oY cars: a. All ofihe employer's employees eligible wider the New York Disability Benefits Law b. Only the following class or classes ofdw employer's employees: Underpenalty of perjury,I certify that I am an authorized repa+eseutative or licensed agent of the iusurance carrier referenced abovet and that theuaued insured has MS Disability Benefits insu m m cavemp as described above. Date Signed 01/12/2016 By _� Joseph J. Masi- $1€retLue of hsuratne tF roeC,s auttpe� pm�FeMtiue of M Med IrrpT rye eaFa of the%ir�911! mer) Telephone Munber (866)697-4332 Titre Director of Disability Benefits Insurance" 1MPORTAXr. if box'4o'i9 chceled.:auQ Wis frim i.signed t►Y tba i rauoe carrier's avihoriztd represwtatir�eorAJYS Licensed Tu�aance At+ of ghat carrier,this cenificM w COMPLEI8 h?uii irdirocdy to dtacatiftcaEebvldei: rf?box•4b"is d=Lvd,ibis cat1Mcate is NOT GOMPLETEtorpu4mm of Section 220,Sea 8 of ftDisabRi1y B=fits LaW R Mw be M ed fot �mpkdon m dta Workers'Caaupensntiea Board,DS Pleas AoreptaastUuir,24 Pa,d:Street.Alhariy,Nett Ymk 132Q7. PA T 2.To be complet by NYS Wor era Compensation board(only If box 10"of Part 1 as.been cher e ) State Of New York Workers!Compensation Board Aceordiiig to h6wiaticu rmintaiaed by the NYS Wor}:ere Compensation Board,the aboveraamed employer tiam eomplied with tine NYS Disability Hemfits Law with resptct to all of ltislher etuployees. Date Signed By (SipMw of NYS Woders'Compen &11 Board 6mgtay O Telephow Ntunber Title PleaseNote:llnly h malice amiers licensed to write NYS disability benefits insuutince policies and NYS licensed instuanee agents of those instunrtce pniers are authorized,to issue Form DB-120,1. Insurance brokers are NOT authorized to issue this form. Dia-12o.1(s-ot7 Certificate Number 356259 BOTH SIDE YARD feet TO BE PROM D REAR YARD feet LANDSCAPE AREA LOT COVERAGE % MAX SITE PLAN -� BUILDING HEIGHT feet NUMBER OF STORIES Z REFER TO APPROPIATE ZONE ORDINANCE �J \V LOT COVERAGE: Qv TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) e NO NEIGHBORING WELLS WITHIN 150 ' PROPERTY NORTHERN BUILDING = 3200 sq. ft. ET SET: ISSUED FOR: DATE: DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft (30% TOTAL LOT COVERAGE ALLOWED) NORTH BUILDING ROOF 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. LOT COVERAGE: 3200 sq. ft. or 7.877 (30% allowable) 1440 CU.FT. x 30% = 432 CU.FT. PLUS HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA 12 LENGHTS x 120' OF 42 PERFORATED ADS PIPE = 1440 LF. LANDSCAPE AREA: 13,028.93 sq. ft. or 32.047 (25% required) 1440 LF. x 12 X 3.14 x 2 = 217,036.8 CU.IN. 1728 CU.IN /CU. FT = 125.6 CU.FT. THE TOTAL CAPACITY REQUIRED = 553.51 CU.FT PARKING CRITERIA: SEAL: TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA. WHICHEVER �v IS GREATER, J NORTH BUILDING AREA: NEW 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES �'� EEp�O'P OR GO 6 EMPLOYEES = 6 SPACES * Q Suffolk County Department of Health Services k}. . I ,. w Approval for Construction-Other Than Single Family TOTAL PARKING SPACES REQUIRED = 7 SPACES PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE 8 SPACES TOTAL to - TOTA1:`-SPACES PROVIDED = 8 SPACES 'L Reference No.CL �_i��Q�� Design Flow�� `rFpA Use(s) SI Y)GX. Y r DRAINAGE & ROOF RUNOFF: ROF These plans have been reviewed for gene conform a with Suffolk JAMES SKI, PE. Count Department of Health Services standards,relating to water supply RUN OFF FACTORS ASPHALT = 1.0 ROOF = r v RCA = 1.0 County p g pp y 1'-0" DEEP POOL x 8' DIA. = 42.24 cu. ft. per vertical ft. Professional �ngineeT and sewage disposal. Regardless of any omissions,inconsistences or lack 1'-0",.DEEP POOL x 10' DIA. = 68.3 cu. ft. per vertical ft. __ DATE:of detail, construction is required to be in accordance with the attached — OCTOBER 31 , 12014 permit conditions and applicable standards unless specifically waived by PROJECT NO: the Department. This approval ires 3ears from the NORTH BUILDING ROOF = 3321 sq. ft. 974-2014 p pp ) approval date, = .166667 ft. x (3321sq.ft.)(1.0) unlessextendgdorrenewed. DRAWN BY:= 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet BDK (3) 10' DIA. x 3' DEEP POOLS REQUIRED CHECKED BY: App oval bate xeviewer OR JJD – 120' OF FRENCH DRAIN AS NOTED SHEET NUMBER: MUST Pe 11,1sped-E { 6\1 1)"3 ASPHALT AREA "A" Water Lin, = 4,940 sq. ft. Suffolk Count Dep Of Health SLrVtces• _ .166667 ft. x (4,117 sq.ft.)(1.0) Call 852-5754, 48 i-ioLlrs 131 AC)V�i1ce = 686 18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet =F,XCAVAS Ei3 0 Schee ul,, h�Ispectilon(S) (4) 10' DIA x 3' DEEP POOLS REQUIRED = 12 VF. SP— E : 1r. 1 RCA AREA "B" – "RCA AREA" = 19,386 sq. ft. = .166667 ft. x (19,386 sq /ft)(1.0) = 3231 cu.ft. / 68.4 cu.ft./ft. = 47.24 vertical feet (16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF. ee' / � , E -\N DISCLOSURE: SITE PLAN DISCLOSURE: DOB NUMBER: 1 OF 1 NTOUR LINE AND ELEVATION ARE =ERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC 10 Inspection Cover ) POGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. Dram Cover /CG?� � 1 ��/ / ©D•A•L AMMA713, IM i 1� 11 R ls'C[EuvG D SURVEY OF PROPERTY JAIL 2 7 2017 A T GREENPORT TOWN OF SOUTHOLD BuffiDING DEPT. SUFFOLK COUNTY, MY TOWN OF SOUT]'OLD 1000-52-05-58.3 ep SCALE. 1'= 50' SEPTEMBER 18, 2014 °3"-2116 MARCH 14, 2016 (UNDER CONSTRUC 110N) ALBER TSON'S LANE LLl FE 0.8'N N/0 S6`30 /F R C) SO0 T ASO O N of ry� F <<C BYO RF�'YC HF'`�iy } 7609 MF a v a'R• Tq( } 4r&I /\ (egR"Jgo1�c qs eqR' C� O\ 2 Q� O � gSpyq�T "� [L_• \ Q° FE 0.4'N� �� 'OO(F 0.4'W O O h G o, ti0 Z� CER77FIED TO. SOUNDSIDE LANDSCAPE INCORPORATED cl • = REBAR = AREA= 40,659 SQ. FT. LIC. NO. 49618 ANY AL7FRA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON PECO >' i�'to P.COF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. (631) 7AX (631) 765-1797 EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77FICA770NS P.O. BOX 909 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 7RA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOU7HOLD, MY 11971 99-273 a James A. Koppenhaver, P.E. 304 Logan Avenue, Wyomissing, PA 19610 (484) 794-9949 info@koppenhaverpe.com Date: February 2,2016 Submitted To: Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1802 Project: Gerard Orientale 67575 Main Road Southold,NY 11971 Building Supplier: Shirk Pole Buildings 807 Reading Rd. East Earl,PA 17519 Phone: 717-455-6888 Email: shirkpole@shirkpolebuildings.com Subject: Structural Design Criteria To Whom It May Concern: The project has been engineered in accordance with the following— 1. Importance Factors: Wind Ow)0.9,Snow(Is)0.9, Seismic(IE)0.9. 2. Live Loads: Floor 250 PSF(slab on grade), Ground Snow Load 30 PSF. 3. Wind Load: Basic Wind Speed 125 MPH(ASCE?-10), 120 MPH(ASCE7-05),Exposure Category B,Wind Base Shears Vz=26 PSF,VY= 18 PSF. 4. Seismic Design Category A,Sr,<0.4g,Seismic Force Resisting System Post Frame Conforms to the provisions of 2009 IBC,Section 2308. Architectural and Mechanical Components are anchored,Lateral Design is based on 2009 IBC Section 2306.1 through ASAE EP484.2 Diaphragm Design of Metal Clad Wood Frame Rectangular Buildings. Wind design governs. 5. This structure is designed using the allowable stress design method and applicable load combinations—Roof Loads:Live 25 PSF,Dead 5 PSF Conclusion The Project complies with 2010 New York State Building Code. 6�o�asaaecacaa�iat% Submitted ®4`<P°° pp.N O leo• � M: svp�`®`er�OiESa$1 ON�A,6,`®` James A.Koppenhaver,PE PAPE035748E NY77142 CT29571 NJ32140 MD16053 OH78077 FL71888 VA402052001 (11493--Shirk Pole/ Gerald Orient -- Riverhead , NY — 315A/Com/40412) THIS DWG PREPARED FROM COMPUTER INPUT (WADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 120 mph wind, 20.00 ft mean h9t, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 1, EXP C wind TC DL=3.0 psf, wind BC OL=3.0 Top chord 2x6 SP SS Dense psf. Bot chord 2x6 SP SS Dense :02 2x6 SP #1: Webs 2x4 SPF Stud Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "138" uses design values approved 1/30/2013 by ALSC design. In lieu of structural panels or rigid ceiling use purlins (a) Continuous lateral restraint, equally spaced on member. to laterally brace chords as follows: Bottom chord checked for 10.00 psf non-concurrent bottom chord live CHORD SPACING(IN OC) START(FT) END(FT) load applied per IBC-09 section 1607. TC 24 -0.88 40.88 BC 60 0.15 39.85 Trusses to be spaced at 48.0" OC maximum. Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Lets 0240 live and V180 total load. Creep increase Truss designed for unbalanced snow toad based on Pg=31.50 psf, Ct=1.20, factor for dead load is 1.50. Ce=1.00, CAT l & Pf=21.17 psf. 5X5 6X8= 5X8 5X8% 5X5 ft 3X6 3X6 ii 4 r- (a) (a) -14 WO(B511) _ 3X6= H0510= 4X8(R)III 4X8(R) III H0510= 6X1O(B5R) i 3M—= 0-W8 0-10 8 L� 20-0-0 I 20-0-0 IE 41-9-0 Over 2 Supports R=3478 U=1193 W=B" RL=372/-372 R=3478 U=1193 W=8" Design Crit: IBC2009/TPI-2007(STD) PLT TYP. 20 Gauge HIS, VE FT/RT=276(076)/2(2) 15. 8A1�5. 19 NY/-/1/6/E/-/- Scale =.1667"/Ft. -•WARNINGI•• MM AM FCLUX AIL WrIS MINIS 01111111111111REF R6697- 1023 ••IW7gI11wT•• 1121111111111 tD ISN'MIS OG11111ALL mM 11ICMIS IMMINS THE INIMALI.M. 5 TC LL 31.5 PSF Troaas raaulre e.b --in fabrlaatlro,aw„°liro.ahippam. I_"II iro ab►rw11q.,Nof.r e.aro Io ' u,. lata.-a°Iti—.r SCSI (C.II°irp C..p—Sor is lhf.raatIan, by TPI.n°Y1CA)roe safety praecleoa D * DL 5.0 PSF DATE 12/29/16 -srr.-I'v thaso lImtallam ahal I pr leSC o to porary braelnS par SI, ute n/a —tad atfo,.l -P.herd--I I—Proprueatorlym..atachaa ncr—rural Y no end —elortl ohalI Novo o proparly. �.. I Ing. Laeatl.r alm rae,pa,..n.nc l--I _tralnt.r.ab.ah.1l I,_braalro I mn11.a Par° BC DL 5.O PSF DRW MOUSR6697 15363001 Dy,N7 or R pa awl cab Apply Pl ta alrV race of true.ane Pea Ilton as also obove a„a nC Ja1Oeiallb.unIasa M1otho,.ir. Rohr m°raal,pb 78M-2 Ter otantlorC plata porltlom. Alpl—..al.lnl.,of ITS m,lalny Ce.D.na,.ta Grad.I. ,hall t ba eoa albs.ror w°o.latlan r— �3-► BC LL 0.0 PSF MO-ENG BAF/BAF sing. any f.Ilura m belle elw tams In eanfor•r,cP dish ANSI/IPI t.or for Irnpllro• ahlppinS, AN RW CCIMANNY I,mtall.elon a braelro or irvaa... 08013fj�► awl on thlo n'.wll9.r rMr PP Ilae17 Nla•f I.W. Ilrlaarw a®pt.r.+.K pro}raala,.l..II..fIN. TOT.LD. 41.5 PSF SEQN— 624574 reaponalblllq aola ly fef tla balp,alv.. 11.aultablllty aoa l.aa of thla b>•I,e y dry atrrcra,r.IN tM 1)713 Rirergolt Dr,SWW3W raspol.Irlllty or tea 9.1.11.9 Drla. par A16I/1TI t Nap.:. i"'- DUR.FAC. 1.15 M I,aarit,�nrs,Mo 67o43 For.pre Inrar.atlan a—iNla,eb'a petrel nat.a pale tl..a dab alta.:TPI! ICC:a ALPINE.. SPACING 48.0" JREF— 1VMV6697ZO1 .a.a1P1—Iv.ca•. as.tplmt.orD;IRG:aw.sbc lrMetry.c®; w.lceaafa..rg =' — 80 8 8 8 8' i 8' _8' 8' 8' 8' MSR SYP ❑� ❑� / � E TRU5-9 CARRIERS NEW BUILDING SPECIFICATIONS 00 DATE: 40' X 80 X 16 6 POST & FRAME GARAGEC° B.P. 00 BP # W/1-8'X6' PORCH W/CEILING & WRAPPED HEADERS �60`TURNING-,, CIIRCLE1'� / F�4 0 g� 0 —18" X 8" CONCRETE FOOTINGS (GABLES) � OJ i�Qc ❑ NO,Jt-Y BUILGNIG .:E RTMENT AT 76S-18Q? 8 A�,,i -'�J < � �� 0 -22" X 11" CONCRETE FOOTINGS (SIDEWALLS) 1 f iM FOR THE (7919 LB CAP; 6972 LB COLUMN WT) / EDu FOLLOWING !INSPECTIO°'S: 03-V0" X 6'8"-6-PANEL FIBERGLASS ENTRY DOORS {. FOUNDATION - TWO REQUIRED 6'X10 HANDICAP AC IBLE / FOR POURED CONCRETE O2 3-12' X 12' INSULATED STEEL OVERHEAD DOORS BATHR . 2X4 STUD PLUMBING WALLS W/ 3' ENTRY DO 3. INSULATION 7-44" X 36" VINYL THERMALPANE AWNING WINDOWS (BY OTHERS 2. ROUGH - FRAMING & F 00 00 4. FINAL - CONSTRUCTION MUST ® -3 PLY 2X6 GLU-LAM POSTS 8' OC.(TYP.) / ❑ BE COMPLETE FOR C.O. 2X8 TREATED SKIRT BOARD / 1 V ALL CONSTRUCTION SHALL MEET THE 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. I REQUIREMENTS OF THE CODES OF NEW 2-2X12 MSR SYP TRUSS CARRIERS ®8' SPANS- YORK STATE. NOT "ESPONSIBLE FOR (HEADER CAPACITY=1270 PLF; ROOF LOAD=872 PLF) / DESIGN OR CONSTRUCTION ERRORS. 3-2X12 MSR SYP TRUSS CARRIERS ®12' SPANS- Ila ALL GABLE POSTS (HEADER CAPACITY=1137 PLF; ROOF LOAD=872 PLF) 0 - TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS O EXTEND TO TOP 10 ®EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING d ROOF TRUSS PRE-ENGINEERED 4/12 PITCH, 48"OOC, 31.5-5-5 TRUSSES- OF LOADING 7 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (60" OC) OCCUPANCY ® 2 ROWS 2X4 LATERAL BRACING (AS PER TRUSS DWG) 1193 LB UPLIFT; H-10A HURRICANE CLIPS=1340 LB 0/ USE IS UNLAWFUL 29 GA. G-100 PAINTED STEEL ROOFING & SIDING 3/4" PLYWOOD FOR ALL WINDOWS CUT TO THE SIZE 4' PAINTED STEEL CUPOLA W/ WEATHERVANE OF THE WINDOWS TO BE ON SITE TO COVER THE WITMUT �� 4' WAINSCOT BASE COLOR ON BACK SIDE & LEFT GABLE WINDOWS FOR HURRICANES (PROVIDED BY OTHERS) 2-2X8 #1 SYP 4 TREATED PLYWOOD WAINSCOT FOR STONE VENEER 6ur" ' F OCCUPANCY ON FRONT SIDE & RIGHT GABLE (VENEER BY OTHERS) TRUSS CARRIERS / 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA FIRE EXTINGUISHERS INSTALLED ON e ,7)E u, €; 7�-° l' I PAINTED STEEL 12" VENTED RIDGECAP �O"'r u° ! ' �. L rlQDES OF COLOR MATCHED SNOW CLIPS 18 OC. ON BOTH EAVES INSIDE OF WALL AT ALL 3 ENTRY NEW YORK S I,P,i E & TOWN �S DOOR LOCATIONS (BY OTHERS) cci OAS RIQUIRED AND C ONID1 TIONS OF O _ $GD I HGL 7TG'filq ZZ$A TRUSS IDENTIFICATION _> 00 INSTALLED �� SPE��®e� EXTERIIOR AT ALL3ENTRY 00 co �S U'i NIJL�'T0�'V�i P'LF,�IIdING�GAAD 3-2X12 MSR SYPnI :771tl REQUIRE® BEFORE DOOR LOCATIONS�V iGlY IS�U�iINGTRUSS CARRIERS TVA A� -1 99 1 1 29 ) 1 p9 I -y �a�`?' _ ••K 129 1 1 29 1 1 D9 I p N Off`>m� • r 5 12 7 7 12' 5'-- —� —7' 8' r 12 r 5' y �— I -r r r 80' _ M. F�>�Q1��4��® FLOOR 0 R PLAN ' mtc.=. TRUSS P�CAR®ING d��'6A°p.0• 142°••°��o`e RU��FF SCALE: 3/16" _•100" �' �OeeE;;Sc�N`�'� NA�R 23 FLOOR PLAN DRAWN BY ALS ALL INFORMATION SHOWN O 0 00 p��SL�� E• PROPON ERTY OF IS THE cn SHIRK m REVIEW: GERARD ORIENTALE pp o E e ��o,NG m REVISIONS: POLE BUILDINGS LLC. James A. Ko enhaver P.E.z FOO 67575 MAIN RD. THIS DRAWING MAY NOT 3 0 4 Logan AveAv e BE REPRODUCED WITHOUT PERMISSION.BUILDER AND Wyomissing, PA 19 610 H ' DATE: 2 A02 16 OWNER ARE RESPONSIBLE S®U T H®�.® N Y 119 71 807 READING ROAD EAST EARL,PA 17519 LLC / TO VERIFY ALL DIMENSIONS � SITE: ORIENTALE IBEFORE CONSTRUCTION 1 1 717-445-6888 FAX 717-445-3001 BACK SIDEWALL SCALE: 1/8" 1'0" SCALE: 1/8" 1'0" 12'0" x 12'0" 12'0" x 12'0" OVERHEAD DOOR m zi i W11 byl"ll W.- OVERHEAD DOOR OA W W4 ELEVATIONS 'DATE: 2/2/16 11moll M ova I SITE: ORIENTAILE .� 2 O BUILDER u ' PAINTED RIDGECAP 6'NAILS � � PER TRUSS ROOF 29 GA PAINTED STEEL ROOFING VENTED OR 2'WEATERTffE 29 GA STRUCTURAL ROOF TRUSS TRUS SEALTTTE PAINTED SCREWS PAINTED STEEL 2-3"X AIL 2X4 ROOF RAKE TRIM W hig c CLOSURE /2X4 GIRT OR PERUN GALV. NAILS PURUN yy,411 ppm \ VFA PAINTED Z a v STRIPS 24" ON CENTER A'X4' GRK F A TRUSS STRUCTURAL 2X6 HEADERS lz 4-3"X.120 NOTCHED SCREWS GALV. NAILS PUCE INTO pp METAL SIDING m ® x 2X4 ROOF? PAINTED SCREWS OVERHEAD GABLE TR50FFff R TRIM XOVERHEAD F&J TRIM PERU�IS 9' ON CENTER �POSTR OVERHE00'AD OOR - 2OOF USSES DOOR WEATHERSTRIP IDING Z u #1 TRUSSSYP GRK STRUCTURAL u �, 12" RIDGE CAP METAL SIDING de ROOF PURLIN OVERHEAD DOOR GABLE OVERHANG SC RETO POST W DETAIL ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL CARRIER FASTENER DETAIL SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0' SCALE: 1/2' = 1'0" DESIGN W O PAINTED STEEL a_ WALL POST OOFING 60 WALL POST 2X4 ROOF PERUN DOOR JAMB 2X6 FACE BOARD > 3-3" / 2X4 WALL 6 NAILS PER TRUSS ROOF D Q GALV. NAILS GIRT TRUS 24"GALVANIZED PAINTED � Q DECK SCREWS /,'I F' � Q) a d Q ROOFING29 GA. NSTED STEEL 0_ ALLED W/ 6-3 PUCE ROOF TRUS VENTED O 0 Cn SCREWS & WASHERS GALV. NAILS C 2X4 BOTTOM CHORD ��ALS IPER 29 GA. PAINTED STEEL SOFFIT PERMANENT LATERAL H SIDE CHANNEL F&J TRIM d d UiBRACING (SEE TRUSS POST CD WG FOR SPACING) CARRIER USS cn E 2X6 SPF 2X6 TIE/ METAL SIDING N T 2X4 ROOF FACE BOARD SIDEWALL GIRT BLOCK. TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG D URUNS 24' OC. pAIMID FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL FASCIA SCALE: 1/2' 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2' = 1'0" SCALE: 1/2" = 1'0" OWNER VENTED W r FFIT PRE-ENGINEERED ROOF PANELS J O� TRUSSES 48" OC. PAI STEEL F Q 2-2X12 MSR SYP TRUSS CARRIE F&J TRIM Ir 2X4 SPF DIAGONAL BRACE Z FROM RIDGBINE TO BOTH EAVES PRE-ENGINEERED W Z ROOF TRUSSES � � Z 48' OC. Q •• I2X6 WIND UPLIFT TIEDOWN BLOCK TO 3 PLY 2X6 GLU-LAM ~ 2 C0 POSTS 8' OC. TYP. #1 SYP TRUSS CARRIERS INTO POSE I2X4 SPF SIDEWALL GIRTS 24" OC. / tWn ''^^ WALL BRACING REGUIREMENTS: WALL BRACING 29 GA. STRUCTURAL STEEL / REGUIREMEN75: PANELS INSTALLED TO EALL INFORMATION SIIONN EXTERIOR ALL U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE 29CA STRUCTURAL OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK STEEL SIDING POLE BUILDINGS LLC. 2X4 SPF WALL GIRTS 24' OC. PANELS INSTALLED / THIS DRAWING MAY NOT WITH SCREWS , 9999°°° BE REPRODUCED WITHOUT GRADE GRADE 0p®®6®AA ® PERMISSION.BUILDER AND 6"-4000 PSI SYP SKIRT TREATED A D PRESSURE TREATED `��.°�'C °a ��•o�s OHNER ARE RE�ON9BI E GRADE (BOTTOM CONCRETE BOOR SYPi GROUND CONTACT ® � P, ® TO VERIFY ALL DIMENSIONS OF SKI ARD � � o BEFORE CONSTRUCTION a•} �°r OPTIONAL r� Y+• 2X8 SKIRT BOARD m 'S"®� DRANN BY: ALS M. REVIEW: ;3/4" STONE BASF ~COMPACTED %//\/ /\//\//\//\//\//\//\//\//\// //\//\//\//\//\//\//\//\//\// \//\//� =m �' W REVISIONS: / \\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\�\\/\\/\\/\\/\\/\\/\\/\\ /\\/\ z o iu " (OPTIONAL SOIL BACKFILL . 3000 PI. ONRETETING / \j\\j \\\\\ \\\\\\\\\\\\\\/ \j' 3000 PSI. Oq�RETE \\ \\ \\ \\/ 'moi�O`°°, 0 42 °°�� Zw (SEE SSZECONCFL ORPLAN) / ) i�/\\/ /\\ \//30%0\/PSE//SOIL/� \\%\ \% ONnFLOORPLAN)/(SSIZE /\/�\\/�\� \\j ',°��FPS IONP�e DATE: 2/2/16n/ / /\ \ \��\N�\\//\\// / /i\�i\��\��\��\��\�//\\ \ /' °j°If!}!!!6!9660' / SITE: ORIENTALE TYPICAL FRAME �/j\ \ ��\ TYPICAL(]FRAME \ \/\\/%\�/%\�/% SECTION S SECTION i��//��//��/ / / / / / / / (ENDWALLS E C T I�O N VIEW) (SIDEWALL VIEW) /� SCALE: 1/4„ = 1'0” SCALE: 1 �" = 1'0" //� \ 4 BUILDER J BUILDING DESIGN NOTES AND DETAILS A4.1 GRADING & EXCAVATION A4.8' CONCRETE FLOOR (OPTIONAL) �d K FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. z Lr SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS m x a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. ® a A4.2 FOOTINGS BUILDING USE= EQUIPMENT STORAGE USE GROUP=S-2 _Ic cc Ic STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT Z EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=513 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=6 n FOLLOWED. DRY MIX CONCRETE HYDRATED IN—SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=3200 DESIGN A4.3 FRAMING LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. o BUILDING VOLUME (CU FT)=62100 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND �_7 a) m YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU—LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. > Q SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND " Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, Q48BELOW GRADE UNLESS NOTED OTHERWISE. 0 USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 31.5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. O 0 SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES J A4.4 ROOF TRUSSESQ d ai THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE'FOLLOWING BUILDING CODES: ROOF TRUSSES SHALL BE PRE—ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, O COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 NEW YORK STATE BUILDING CODE (D 0, TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA: OWNER OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) W & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) Q D r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS � AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) W Z Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) R Q .. ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES ® 2 A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Lo Q 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN L POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ti SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. W to O IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: (9 U) 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. Au_INFORMATION SROM NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 1�" STRUCTURAL ON THIS DRAWING IS THE TIMBER IS 1 PER " BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: A%4" SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: PROPERTY OF SHIRK ADDING ADDITONSSNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC POLE BUILDINGS LLC. , GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, THIS DRAWING MAY NOT STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BE REPRODUCED WTHOUT TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 PERMISSION BUILDER AND LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING OIMJER ARE RESPONSIBLE FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS TO VERIFY ALL DIMENSIONS A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED BEFORE CONSTRUCTION WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED NOT APPROVED BY A CERTIFIED ENGINEER. o® 8490#111%, DRAWN BY. ALS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING a0��®® O °a�� 's�p REVIEW: > Q\ ° ply°°° O 1* REVISIONS: MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `c.� r v" �2y.�� #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. 41 METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT DATE: 2/2/16 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; �'� °'�_ SITE: oRIENTALE BOTTOM EDGE OF STANDARD ROOFING MATERIALS. s,�,o°°•0�71 DETAILS ' �p�rs -�1/l/hl7c.li y79°99 A � 4 SREF# C-10-15-0007 SURVEY OF PROPERTY A T GREENPORT TEST HOLE N.T.S. �j�' �1l TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE TO /I N OF IV 0]•rTHOL ], BORING DONE ON 05/01/01 �/ l/ 0 EL. 8.5' SUFFOLK COUNTY, MY MIXED SAND, GRAVEL 1000-52-05-58.3 1.5' SCALE: 1'= 30' BROWN LOAMY SAND SM SEP TEMBER 18, 2014MARCH 14, 2016 (UNDER CONSTRUCTION) 3.5' SEPTEMBER 27, 2017 (FINAL) BROWN FINE TO COARSE SAND SW NOVEMBER 09, 2017 (SEPTIC REWSIONS) 5.0'— EL. 3.5' 05 a oALBERTsON 1 -� ,S � .. WATER IN PALE BROWN FINE TO COARSE SAND SW LANA ' COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE •T�C,,) �°''• COMMENTS: NEW TEST HOLE DUG AT ELEV. 11.9' ON 06/01/16 AND WATER ENCOUNTERED AT 6.10' BELOW SURFACE AT ELEV. 5.07'. RFBq ' aF OgH S6� 'y�QjF w NC\ OSboF Iii TSO Q z V �,{ 'R \ 4.0 � ' NA- tN §?"g o' Z w7 ryap "CJU'NT`r C;7PA,RTh1ENT Or X A T t S nr c i ti ReBgR 6.0" RE°►� '+h /N<, /C APP OVf':L OF CONSTRUCTED VIORKS � r 1ss\ wg4s sr \ FFNcF I8O 94, / O 'te NOV 2 2 20_ H.S.Ref.No.SLO -/S-0 M `Ge j TI�`w'4^..'.1?!`� �j qs \ cr"Cal and water Supe 1�� ::..erg in5pe„I d arc" . Q,--lar 'nent or Other GC.,encies ?/ OA/ �\ �\ % '�tai t+� q• O A/ C '� F ��\ ��`� p� ' /� end sound t.i be satisfactory. U•� �/<O tr®fit <6 FBgR 3r�j� / -/ Us1 /i�G rFs o, AY �\ vie. �^� - �e �cFr ,'f��\cs V Office of Wmt---l:.rp��nagement gqr hco r NC Oil 01 11 C. I�OV 2 7 2037 UIQ- / O Od'• TO WIX OF SOUIHOLD iia 1, 01 / ,s -�q_ �� C.B 4 C.B C'B C,v Q� 1 \ / % RGA. DIRT ' 2 5EPTIG LOGATION5 / 1 cB `Ba / CB 52C� N? cB t ,s Ic 0 13.5 33.3 C)2 14.4' 15.5' 0 L3 19' 35.8' L4 < � ��°4 L5 25.4' 47.3' L6 26.0' 47.3' 5T"A" 24.1 51.0' 63.0' SEPT I G SYSTEM 02 ° ., 'pry 1-PKEGA5T 1200 GALLON CYLINDRICAL SEPT I G TANK 6-LEAGH INC POOL5 10'� X 2' DEEP 2C WITH 3' 5AND COLLAR 3' MIN. ABOVE GROUND WATER o.' . �� o � 4e I TRAFFIC BEARING STEEL GOVEK5 TO GRADE ° r� �J O CERTIFIED TO' 5OUND51DE LAND5CAPE INCORPORATED tF Or: = REBAR ��4' ms's�• '°1�i� G'n�- THE LOCATION OF PUBLIG WATER, WELLS AND CE55POOL5 SHOWN NOTE' HEREON ARE FROM DATA OBTAINED FROM OTHERS. ALL HEALTH DEPARTMENT + 5EPTIC INFORMATION 15 6A5ED ON DRAW INC7 "5f'-I" FROM JAME5 0EERK05K1, PE. PROFE5510NAL ENGINEER ON OGTOf5ER 31, 2014 ANY ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF t e, `.S�.O„�`.�f ' 4961 " 5ECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PEC-0IVIC'' SURVEYORS, P.C. PER 5ECT I ON 7209-5Uf5D I V 15 I ON 2. ALL GEKT I F IGAT I ON5 HEREON (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF SAID MAP P.O. BOX 909 OR GOPIE5 BEAR THE IMPRESSED SEAL OF THE SURVEYOR WH05E AREA= 40,659 SQ. FT. 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 99-273 KEY MAP: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT ALBERTSON'Sr g - . LAIVE SITE PLAN OF P RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TOy , _ 1 INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED A T GREEIVPORT A ` '\ ,-� . �. < = �,µ +` .. } , -Q_ } .r , D-A•K ASSOCIATES �c LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE : a � "°"",ed�°"'°" .'''°'c"-'t'° TO WIV OF SO UTHOLDLAN� � SOUTHOLD TOWN CODE - ARTICLE -172. SUFFOLK CIV 1R, {y ' ,; ""` 506MdnSteet pr (6311433'9084 weamplonBead Newyork 11978 lmcl: 1638466.3354 ua,1 ^b .R.: i'� 3""• ✓ •:a C4k ssbn6540oplorlfrenef 1000- 52- 05- 58. 3 :.: �.,,,,,,,,�„�,�.„,�.,�,.,LLQ. RM EW D. I Adaft 11C ry.v7mn/a�?�rmyn; .. �� f g'' r rc � / c ". z�'� - + WNERSHIP & USE OF DOCUMENTS: �sroq� SCALE. 1 = 20 �- These drawings and specifications including the SEPTEMBER 8 20 4 GF //V ideas, design and arrangements represented C Q Z„x r *�4 therein, are the property of D.A.K. ASSOCIATES, LLC. No art thereof shall be copied, disclosed 'b OCTOBER 31, 2014 to others or used in connection with any work F 8,N ;' , M T DECEMBER 03 201 4 E " or project other than for which they have been , I s` � '�^• �aS �' .��' � ' ' prepared without written consent. BUILDING M <0� MARCH 25, 2015 G ET / 4 xn /" PROJECT: (STORAGE) BUILDING �`S�0 (STORAGE) 3o'-0" z IFN F o' \ 7 C//y�/ 6�(({� �Q �/S AREA= 40 659 SQ. F'T. ;:;` �: F a Q� CC ^� `� \ �/ O �� r,s t jp �i f ^` fes` 4Pmpt Nz GERARD �P C" O EL.11.0 q/ti; g \\ '9C�J ��°� �� ° ��CT OR . 9334 A CRES r C _ D. ;� t ° + `` ORIENTALE (,� U � J_e N0zi '� Rass , � 0�� G i C ' 1 J 9POTABLELqu-WATER 67575 RT. 25, MAIN ROAD GI 4844 o \ C) PROPERTY INFORMATION: GREENPORT, NEW YORK Ili `'R"� � � GRASS \ J \\ o / � BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: vV CF d'0 67575 MAIN ROAD (RT25) GERARD ORIENTALE C,- WORK NOTES: GREENPORT, NY 11944 PO BOX 770 F� 1 io ya. SOUTHOLD, NY 11971 J\ 11.010OR 'M q� c� o � \ ��p��\ k1'\ j SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 (� \ R y p,�n i F� SITE AREA = .9334 ACRES Q (40,659 sq. ft.) \� (O 1'�g / F (//,pY AR Sj`0 nt�ai, Qa .a FF�� S TEST HOLE: N.T.S. r) ��" / �> , �i1OA �q ,�„se o �' j (TOTAL 115) PC'S LIGUSTRUM PRIVET �� ' U�"f' / - -� ANT OSF GF tam eq�q sly \ Zs�p+ r�F SCS 5' TALL INSTALLATION SIZE TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE 0 O ) N E� <��A� BORING DONE ON 05/01/01 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) \J �� J '�� _ NF // 3�B /1�/ N �/ oaf 2, C SCHOOL DISTRICT GREENPORT O \ (r� / 1 �A �S/� / \� co� /V �Q �*/I 0 AIIN-i / _ r� a43 �'q� c/�, N �N XP UTI 6' HIGH BLK CHAIN LINK FENCE W/ PRIVACY SLATS p EL. 8.5' i FIRE DISTRICT GREENPORT ��^ �� O PS5 1 265"-3.0"ZECKOVACALBER 1 MIXED SANL. D, GRAVEL ADJACENT OWNERS INFORMATION: BROWN LOAMY SAND SM SOUTH PROPERTY NORTH PROPERTY. O = REVISIONS: CQ��/ �\ ��- 25 BUFFER ZONE TO BE PROVIDED CSC ACQUISITION NY. INC. RATSO LLC. OO =v ; ;, a�A _� w o / Q -, Po. BOX 249 Po. Box 398 DECEMBER 03, 2014 N 3.5 E L. 5.0' I BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 \ '0n / =;,r' cW. j� 8• U�" �' BROWN FINE TO COARSE SAND SW i \ ,°. - WEST PROPERTY: •--a---•---. 5.0' EL. 0.0' SEAWAY MACHINE SHOP LLC. U / +, `B �` 3 Q 600 ROBINSON ROAD �' \\ " JI \ � ` GREENPORT, NY. 11944 , ,�C/ •� ^ m ; - �pp WATER IN PALE BROWN FINE TO COARSE SAND SW SCTM# 1000-52-05-58.1 :4 :, CL.10.� EL.10.5 c.,Y �SP/y /NG <rNF F� sC� �� 1 1.0' EL. -6.0' LI i R '� <0\ 9 DISTRICT - . . a C'q a �� ' ON CgTjO\'\ � COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE LfGHT.INDUSTRjA \ F9 Q �� `� V-• N �A LOT SIZE s uare feet) 40,000 �r1 I.OT WIDTH feet '100 R \ T DEPTH feet 150 2 DRAWING TITLE: / )'0, O,C,o - X90 \ VARIABLE r x304! x3a �O<' \ \� I AR f BOTH SIDE YARD feet40 SGj x3 *'I 3oS 25' BUFFER ZONE TO BE PROM D REAR YARD (feet) LANDSCAPE AREA25 MAX)ra,3 a�3 a� ' / a �� C LOT COVERAGE SITE PLAN P� Jy / °� ° F,`F,` ✓ = v BUILDING HEIGHT feet "9 U , �� NUMBER OF STORIES o� J \ ' �l , 1 �Q �e =<c,�Q REFER TO APPROPIATE ZONE ORDINANCE Q LOT COVERAGE: CIO \C\' \�P/O�l FE 0.4'N `\ .\ 3a o� Ov p�4 U Tf�. TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) eJ NO NEIGHBORING WELLS WITHIN 150 ' PROPERTY NORTHERN BUILDING = 3200 sq. ft. Q�c.� �Oc�S 0.4 W ^`' �� "r�.J / -- J�� to3 S POLE (TOTAL 115) PC'S LIGUSTRUM PRIVET ` SET: ISSUED FOR: DATE: \ S /\ // ? DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION TOTAL ALLOWABLE LOT COVERAGE: 12197.7 s ft V o 5 TALL INSTALLATION SIZE q/ \\JO�Nr. G � C 1� 0' J (307 TOTAL LOT COVERAGE ALLOWED) /� NORTH BUILDING ROOF 120' LONG X 4' DEEP X 3.0' WIDE - 1440 CU.FT. LOT COVERAGE: 3200 sq. ft. or 7.877 (307 allowable) Q \\J A v l� 1440 CU.FT. x 30% = 432 CU.FT. PLUS HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA �'I� R .` O� v �\ 12 LENGHTS x 120' OF 42 PERFORATED ADS PIPE = 1440 LF. LANDSCAPE AREA: 13,028.93 sq. ft. or 32.047 (257 required) 4.p' c4 gRFRCq V \Q G � 1440 LF. x 12 X 3.14 x 2 = 217,036.8 CU.IN. 1728 CU.IN /CU. FT = 125.6 CU.FT. PARKING CRITERIA: SEAL Q 2 THE TOTAL CAPACITY REQUIRED = 553.51 CU.FT `° I `�' J��U TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. 1-PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA, WHICHEVER PSS 0 1_J UT m�� IS GREATER, OF NEW y G� 0 4 Q POLE QJ �F,I p�LR 0��. I T/S V NORTH BUILDING AREA: O 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES � <c 25' BUFFER ZONE TO BE PROVIDED OR 't w 6 EMPLOYEES = 6 SPACES OG M Suffolk County Department of Health Services - . TOTAL PARKING SPACES REQUIRED = 7 SPACES u �Q Approval for Constriction-Other Than Single Family PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL his N hO Reference No. G 1 _ 1 J dOQ� Design F4ow�I ►J TOTAL SPACES PROVIDED = 8 SPACES O,oR�FESS�a�� RGA G� 00 DRAINAGE & ROOF RUNOFF: ,�\, i Uses) "& -- 61-OVII � JAMES DEERKOSKI, PE. 1.0 v These plans have been reviewed for general onformance ith Suffolk 1 RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0, RCA = 1.0 r'� G \G S o� ' County Department of Health Services standards,relating to water supply i 1'-0" DEEP POOL x 8' DIA. = 42.24 cu. ft. per vertical ft. Professional Engineer w \ \�` �G �• C/ Q p) ; and sewage disposal. Regardless of any omissions,inconsistences or Pack 1'-0" DEEP POOL x 10' DIA. = 68.3 cu. ft. per vertical ft. �_ . - -- - - - - -- - ------- ---- - -- - ATE. X� OJv t of detail, construction is required to be in accordance with the attached D OCTOBER 31 , 2014 permit conditions and applicable s ar.�Iards unless specifically waived by i f NORTH BUILDING ROOF = 3321 sq. ft. PROJECT NO: I the Department. This approval ices 3 years from the approval date, _ .166667 ft. x 3321s ft. 1.0) 974-2014 Is unless xtenledorrenewed. ; ( q )( \\\\� (6) PC's ZECKOVA = 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: DK ...:.: '�� GQ �\,� 2.5"-3.0" CALIBER � 16 f (3) 10' DIA. x 3' DEEP POOLS REQUIRED CHECKED BY: \\\ o ' \1 �� G _� �� Ap va Date evi wer 120' OF FRENCHDRAINAS NOTED H NUMBER: G� �• \O UTIL. 25 BUFFER ZONE TO BE PROVIDED 1 POLE �J\wV - ^ T ASPHALT AREA "A" �� rw_ _, ..•, -'- i '-�, - = 4,940 sq. ft. (3) PCS THUJA GREEN GIANT 166667 ft. x (4,117 sq.ft.)(1.0) `\\ ' P \ \v \ .EIV1Cc.5. = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet 5'-0"-6'-0" TALL EXCAVATION INSPECTIOPd REQUI3tED + t)oPt. Of �� FOR SANITARY SYSTEM. Si1�Ot:C Ceur� y I (4) 10' DIA. x 3' DEEP POOLS REQUIRED = 12 VF. P\ ��fl 852-5754, �8 Hours to Advance, TMENT To SchseduEe ir�spsct!Or1(S). SP- 1 vV RCA AREA "B" - "RCA AREA" JT = 19,386 sq. ft. ,e EL. 11.5' �� = .166667 ft, x (19,386 sq./ft)(1.0) P� v 4 = REBAR ,, `� = 3231 cu.ft. / 68.4 cu.ft. ft. = 47.24 vertical feet 5Q � �e (16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF. PROPOSED ELEVATION --- EL.x.x - Gam', i� ¢, SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: --� Q Q CONTOUR LINE AND ELEVATION ARE DOB NUMBER: 1 OF 1 EXISTING ELEVATION - - - - - - - �� REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC ® Inspection Cover TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. ©D•A t A30CMK AC Drain Cover LNUNUH UNAIN DETAIL 18'-0"Rom e., CC 7, ,t:_ �7 74 N.T.S. 7- r4 r, i x �� fti ---- ---- SITE PLAN OF PROPERTY FRENCH DRAIN CALCULATIONS = LENGTH X WIDTH X HEIGHT X 30% Lr 77� D PLUS VOLUME OF ALL PIPES TO BE INSTALLED WITH-IN THE SYSTEM 7� I A T GREEIVPORT L_ ��, � � _._ �. . n arctoe" cordutliiry z r6 W_J N DRAINAGE SYSTEM D-A,-,K ASSOCIATES OTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE �t 7 LW TO , i� .�t I --4 40'! _* ;, raklwfluS,cmwwwWIV OF SOUTHOLD -LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE - I J , : ;V W V SUFFOL-,Lw CO U1 V' Ar Y 506Mdn2W -6071 PtaW. (631179 WmftnVmBeoANew Yd 11978 IZ 1631)44-UR 7. 1000- 52- 000- 5205- 558. 7 J. -77: Eft CkM88M0Cd= _0 - - 3 Am& KeN C 4 ;'4 PERSPECTIVE VIEW 4 IVVINLRSHIP & USE OF DOCUMENTS: �fi4N "I-'7�1 These drawings and specifications including the SEP TEMBER 18, 2074 ideas, design and arrangements represented 36" MINIMUM 2 x 2 Z i" .000 therein, are the property of D.A.K. ASSOCIATES, 0 LLC. No part thereof shall be copied, disclosed FENCE POST OCTOBER 311t 2014 r DECEMBER OJ, 2074 to others or used in connection with any work NORTHERN FRENCH DRAIN D ETA L or project other than for which they have been WOVEN WIRE FENCE prepared without written consent. (6X6 10/10 vn%T) AREA= 40 6,59 SQ. FT NOTE:WIDTHS OF FRENCH DRAINS VARY BUT PROJECT: THE DEPTH OF THE FRENCH WILL REMAIN AS NOTED. FILTER CLOTH 6' FENCE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH OR . 9334 ACRES f t SOP 4" GERARD DRAIN TO VARY.(SEE BELOW) 2, N.T.S. T TOP OF PRENM DRAW TO BE A EMBED FILTER CLOT[i COVERED WITNI SILT FENCE ------- ?k CLEAN BTONES ORIE �'ALE 2".r IN 822 MIN. 6w INTO GROUND 2! LAYM OF CLEAN SAM TYPICAL NOTE: ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS 67575 RT. 25, MAIN ROAD S NOTE MCI RCA 1/2 ACRE 100 LINEAR FEET BUISNESS LOCATION: SURFACE. SLOPE THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. BUI.SNESS CONTACT INFORMATION- GREENPORT, NEW YORK G RAMPS ARE TO CONFORM TO ICC/ANSI Al 17.1-2003 SOUNDSIDE LANDSCAPING INC. 67575 MAIN ROAD (RT25) h Ix!D 11.0 E V. SECTION DETAIL PC BOX 770 GREENPORT, NY 11944 MGM SAM&GRAVIL ADA PARKING NOTES THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: SOUTHOLD, NY 11971 WORK NOTES: CLEM 1".r ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 GRAVEL MLL SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN FILTER M UNEXCAVACUTED (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. SITE AREA = .9334 ACRES SOIL (4) CONSTRUCTION OF NEW BUILDING (40,659 sq. ft.) Q -11111 BROWN LOAMY SAND PROVIDE SMOOTH FIBERBOARD (5) CONSTRUCTION OF PARKING AREA WITH DRAINAGE SYSTEM AS PER PLAN. PE DIAIIIIIETER AM SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT TRANSITION EXPANSION JOINT PROPERTY OWNER CONTACT INFORMATION: PERFORAM PIPE NT WITH NO LIP (6) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO GERARD ORIENTALE CAMMrnY AS PER DESIGN EQUALLY CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RECHARGE THE RUNOFF FROM A 2" RAINFALL. PO BOX 770 00 0 -11111 SPACED TRUNCATED DOME RAMP AT1 E 12 (7) INSTALLATION OF NECESSARY PUBLIC UTILITIES SOUTHOLD, NY 11971 IDIMM-1111 51__ - 7.0' DETECTABLE MAX. SLOP * PHONE # (631) 765-5471 FRENCH DRAIIN DETAJL- WARNING RAMP MIN. WIDTH 5'-0" ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) v.d.:WS (D"MAX. SLOPE 1: 10 BROWN FINE TO COARSE SAID M" SCHOOL DISTRICT GREENPORT 5.0' 50' MIN. FIRE DISTRICT GREENPORT BUT SUFFICIENT TO KEEP WATER IN BROWN"a To COARSE SAND M" SEDIMENT ON SITE HAY FENCING ADJACENT OWNERS INFORMATION: SILT FENCING 4" MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: GRAVEL BASE REVISIONS: CSC ACQUISITION NY. INC. RATSO LLC. 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: DECEMBER 03, 2014 PO. BOX 249 Po. Box398 BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 < 1000-52-05-59.5 SCTM# 1000-52-05-58.2 ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE SCTM# ow N.T.S. SITE TO PROVIDE EROSION CONTROL. ((3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE WEST PROPERTY: -AL N k". Q.0 SEAWAY MACHINE SHOP LLC COUNTY DEPARTMENT OF HE THSERVIC (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 600 ROBINSON ROAD SUFFOLK 0vt COVERED WITH TARPS TO PREVENT RUNOFF. APPROVED GREENPORT, NY. 11944 C,4 0, (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS REFERENCE NUMBER: C Northern French Drcin dimensions are as follows: CURB & PAVEMENT DETAIL: SCTM 1000-52-05-53.1 E5 0 00 IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED The 120 foot long by 3 feet wide Northern leg of french drain 0 AND TO INSURE MAXIMUM CONTAINMENT. runs East to West along the Northern property line and then SANITARY: SEE DFVkWWNNG#.4. DIT110 S continues in a Southerly direction along the Western property (6) INSTALLATION OF ANY UTILITIES REQUIRED. CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED FINISH 6 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: line for 40 feet by 3 feet wide. This drain is to contain 12 lenghts 3/4- STONE BLEND OR N.Y. STATE D.O.T. APPROVI D R.C.A. RUNOFF AND STORM DRAIN CONTAMINATION. REVIEVVER'S INITIALS:TO18* (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. R= 1 1/2" 1. TO BE IN COMPLIANC17 4114;11 of 4" ADS perforated pipe, (6 wide pattern). GRADE (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. MANCNENT REGULATIONS. - 2. ALL DRAINAGE AND WORK IS TO MEET STATE LOCAL CCP This French Drain is to be 4 feet deep and lined with filter cloth to /-2" WEARING (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. insure sediment will not infiltrate the gravel and reduce the PLAN VIEW COUR (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: efficiency of the system. All 4" corrigated and perforated pipes (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. are to be installed on a 4" bed of gravel at the base of the 4'. A E 00 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY): trench. TINGGRADE 6" STABILIZED R 0 A D EXIS SOIL BASE GROUNDWATER MANAGEMENT ZONE IV Each 6" corrigated and perforated pipes from the gutter leaders at ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SAND AND/ ACRE the corners of the building are to be connected to a min. of HAY BAIL AND/OR 3/4- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. (2)4" ADS pipes (seperate runs) in the French Drain system. SILT FENCING FILL T018' (Min.) AB.OVE EXISTING GRADE FOR DRAINAGE. GRAVEL BASE GENERAL POLLUTION CONTROL MEASURES: 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE GENERAL NOTES The depth of the French Drain will insure the that the bottom CROSS SECTION SEWAGE DISPOSAL DESIGN CALCULATIONS- of the system will be at the level of the Brown coarse to fine sand as well as below the frost line giving us the max CURB PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION permability rate. TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: SCAM-WM CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE The French Drain will then be filled with Gravel to @ 6" below STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. the final grade and the filter cloth will then be overlapped SEPTIC DETAIL: DRY STORAGE: 3200 sq. ft @ .04 GPD /SF - 1 SET: ISSUED FOR: DATE: across the top of the gravel and covered with 6" of clean sand ROUND SEPTIC TANK (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE TOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. to create the shoulder area, N.T.S. PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING: MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. 0 SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL 0ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: LEACHING BASIN DETAIL: 2' MAX CHIMNEY (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS 2.5' MAX FROM TOP MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE OF SLAB TO GRADE DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 10'-0" LEACHING POOLS REQUIRED: GROUND COVER. FAV HEAVY DUTY 128 GPD / 1.5 GPD/SQ.FT. = 85 SQ-FT / 31.4 SQ.FT/ LFT. 2.7 LIN. FT. NEW y ME KING COVER TO GRADE GRADE AND LOCKING COVER TO GRADE HEAVY DU RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA 300 SO.FT. 0 2" WEAR COURSE TO BE PITCHED F.F� F111 11.0, RADE ELEV. 11.0' AND LOCKING COVER TO GRADE EINISHED GRAnF F1 FV 11 n' SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 SQ-FT. 25.0 SQ.FT. LIN. FT = 12 VERT. FT. 7-1c FINISHED G HEAVY DUTY CAST IRON FRA TY CAST IRON FRAME CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO _T_ A -a TOWARDS DRAIN COVER. I - THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. 5. CHIMNEY ir LLJ TRAFFIC COVER 1 MIN. 2 ELEV. 10.0' 24" TMIN. (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO FT EFFECTIVE ' MAX.MAX.M X74" INLET LINE MIN REQUIRED = 8 FT DIA. X 12 C: CAST IRON FRAME & GRATE WASTELINE 8" TRAFFIC BEARING SLABELEV. 11.5' LOCATE DROP "T" MIN. 4" DIA 215' 20 2' MAX. PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO PROVIDE (3) 8FT x 4FT EFFECTIVE DEPTH POOLS 12' EFFECTIVE DEPTH BOTTOM OF PIT AREA ELEV. 9.33 TOP MAX, CHIMNEY UNDER ACCESS SDR35 PVC PIPE REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND U, 4/ CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- 6- OPENING FOR PITCHED 1/8- 1 _J 1�1 0 Oi =IE =893F�/ _J It. MAINTENANCE PER FOOT MIN. traffic cover ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6" OF OUTLET fE. 8.83' 61 V 6 F�:!]g I- CRUSHED STONE. 'PO F MIN. 4" DIA MIN. 4" DIA IE. 8.33' MIN. 4" DIA. 10' DIAMET HOLSE-TRTP SDR35 PVC .7' IE. 8.07' BUILDING & SECURITY LIGHTING: HOUSE TRAP WITH CLEANOUT SDR35 PVC PIPE PITCHED SDR35 PVC MAX. (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL JAMES D 0SKL PE. PIT PIPE PITCHED 8. PIPE PITCHED _J 0 0 1' MINIMUM WITH 2'-0" MIN. 1/4" PER FOOT F E� REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE Professional'Engineer 1' MINIMUM C.I.THROUGH 1/4" PER FOOT 1/8- FT. V) 4' EFFECTIVE • MIN.- V) PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND FOUNDATION. DEPTH -3' MIN. Ln 4.0' EFFECTIVE SCREENING. 00 000 FLOW LINE - DATE: > DEPTH 0 �5; OCTOBER 3Y, 2014 (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. a_ PROJECT NO: J4"MIN. 8'-)'DIA. (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 974-2014 ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: 19 8'-0'DIAMETER J STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK El R [9ELEV. 4.07' (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL FT. Ml . ABOVE GROUND WATER ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY JJID [110 N.T.S. ) � E AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. SHEET NUMBER: 11 E ��3 BACKFILL MATERIAL TO ELEV. 0.0' DETAIL OF CONSTRUCTION BE CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF El go SAND, AND GRAVEL, 6' MIN. PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND IN A VIRGIN STRATA OF El R 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. LEACHING POOL DETAIL SAND AND GRAVEL REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. N.T.S. (10) PROPER DISPOSAL OF ANOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON 0 BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. 4) USE FIVE (3) 1 OFT. DIAMETER, 4FT. HIGH PRECAST CONCRETE LEACHING RINGS PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO 5) - USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN CONTINUOUSLY. PERMIT) 6) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. • SAND GRAVEL 8) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS Cl� 7) SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED GN - 1 2'-0" TO GROUND WATER REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING LEACHING BASIN DETAIL THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER. N.T.S. MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. DOB NUMBER: 1 OF 1 c D-k I 6=A!113� LTC ;' �••/%rte, j�� i .%, 5 � � it �� 0'-0" i/. - ------- E' - KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting SLP phone:P0,Box 1675 °" SINK one: (631)433-9084 sYI ADA I " 20,-71/2" Southold,New York 11971 E-Mail: ssbn654@optonline.net I o REST I — ! R M Co — UTILITY 1 _ ROOM ( A ° o I O Kehl Design-Associates,LLC o formerly D A K Associates,LLC C OWNERSHIP & USE OF DOCUMENTS: WATERLINE — — _J Q INCOMING2_ � M These drawings and specifications including the g— m ideas, design and arrangements represented -0" o therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ELECTRIC I II VUC N copied, disclosed to others or used in connection SUBPA EL I URINAL II o with any work or project other than for which z they have been prepared without written consent. 3068 a MIN 36" GRAB BAR NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY 0 0 PROFESSIONAL 0 0 ENGINEER WORK NOTES: — — — — — — — — — — — —— — — r — — — — — — — — — — — — — — — -t — — — — — — — — — — — — — — — , 3� I I I I I I I I I I I o I I I I I I I I I I I I I I I I o I I I I I I I o I I I I I I I I I I I I 25'-6" 16'-6" 15'-10" 11'-2* 0'-0" FIRST FLOOR INTERIOR L PROJECT: G E w Rh A R"E.1 NOTE : Ill E T L ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 0 pmmqh I ALL VENT PIPES ARE TO HAVE LEAD I[10ATED COPPER SLEEVES / COVERS I-Vol-M 3 " T I—i R O U G I—I ROOF 67575 RT. 25, MAIN ROAD REENPORT, NEW YORK DRAWING TITLE: BATHR001 FIRST FLOOR INTERIOR LAYOUT 2 N OTE: SLOP IN L VA ITY THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SINK WC DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1 s t FLOOR FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE 2 " 2 " 3 " 2 " DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY'ACKNOWLEDGED AS REVISION TO THESE PLANS. C O V SEAL: DATE:JANUARY 06 2017 APR 2 4 2017 PROJECT NO: , NOTE: ALL PLUMBING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL KE pF,NEw 974-2016 Y DRAWN BY: PLUMBING CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. g�� ( O.e �'Q 3 " BUMI)ING DEPT. 4" R.A. /ENT 6 " � �.R,Q '�- BDK ABOVE GRADE C� 9� CHECKED BY: C . O, 4✓ O DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL " CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE x SHEET NUMBER: 3TO SCWA APPROVED AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 4'C I SEWERAGE SYSTEM LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF pR 081868 � A 101 HOSE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �FESSIONP TIP PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Cha j 1, AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF RISER 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorizationPLUMBING DIAGRAM NT PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such O D•A•K ASSOCIATES, LLC 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.