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HomeMy WebLinkAbout47485-Z SUFFat,�cpGk Town of Southold, 4/11/2023 a P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44010 Date: 4/11/2023 THIS CERTIFIES that the building BARN Location of Property: 2662 Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 56.-1-11.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/17/2021 pursuant to which Building Permit No. 47485 dated 2/23/2022 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: agricultural storage building as applied for. The certificate is issued to Murtha,Gerard&Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t or' e Signature �sn�Eo TOWN OF SOUTHOLD BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE �y�ol Sao SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47485 Date: 2/23/2022 Permission is hereby granted to: Murtha, Gerard 2662 Long Creek Dr Southold, NY 119715306 To: Construct agricultural storage building on pasture land as applied for, with Trustees #10025A and Planning Board approvals. Building not to exceed 22 feet in height. At premises located at: 2662 Long Creek Dr, Southold SCTM #473889 Sec/Block/Lot# 56.-1-11.17 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 8/26/2023. Fees: ACCESSORY $1,108.00 CO-ACCESSORY BUILDING $50.00 Total: $1,158.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 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. 12" 21— 1 New Construction: Old or Pre-existing Building: (check one) Location of Property:,zL-o r House No. - Stiee* ` —Hamlet Owner or Owners of Property: 6 F-QAF-© I]rn 4� 9P �r AALAL-THA,I A Suffolk County Tax Map No 1000, Section Block Lot Subdivision W14L 1 Filed Map. ( ZL Lot: '!5 Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ant n re u10+00qSOF 50U1y l � tion * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm�F'' 765-1802 INSPECTION [ FOUNDATION 1 ST 4'IS [ ] ROUGH PLBG. y [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL -[ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: & DATE ?Jl_ INSPECTOR ,�laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND G 14 AAI INSULATION/CAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY j I FIRE SAFETY INSPECTION FIRE-RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: fP_AA&-T1v(. �TU*.7W6 MS Tz DATE INSPECTOR pE SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �[ ] RENTAL REMARK : �'l `P la f)n ( —, r\-o4d I `�YV�fieei w ck.11-7 ) l l DATE INSPECTO OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 ���®� s®Uj�®�® Southold,NY 11971 (cor.Main Rd. &Youngs Av e ) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov c®UT4, PLANNING BOARD OFFICE August 10, 2022 TOWN OF SOUTHOLD Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved Site Plan for Murtha Agricultural Building 2668 Long Creek Drive, ±1500' Park Avenue & Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Dear Mr. Kelly: The Planning Board has found that the requirements for the above-referenced Site Plan have been completed as approved based on the site inspection made July 6, 2022, the Planning Board work session on July 11, 2022 and the as-built site plan submitted August 8, 2022. This site is in general conformance with the approved site plan entitled "Murtha Ag Barn" prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020 and last revised April 30, 2021; and, the Planning Board supports the issuance of a Certificate of Occupancy. 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. If you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Brian A. Cummings Planner p DD cc. Gerard Murtha Michael Verity, Chief Building Inspector AUG 1 0 2022 BUILDING DEFT. TOWN OF SOUTTHOLD FIELD-INSPEC iON REPORT" ' DA'Z'E GO1kI1VtENTS !r b FOUNDATION (1ST) ' ------------- ---- -- FOUNDATION(2ND) ROUGH)FRAMING& , PLUMBING y J INSULATION PER N..Y. STATE ENERGY CODE .. , i O .FINAL. , ....:.. ... . 4 eo 06ID 1W X M TOWN OF SOUTHOLD ., . BUILDING PERMIT APPLICA°TION 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 ��Jtj Survey Southoldtownny.gov PERMIT NO. . / / Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application v Flood Permit Examined ,20 Single&Separate DEC 2 1 2017 Truss Identification Form Storm-Water Assessment Form BIDING DE,ff. Contact: Approved ,20 TOWN OF SOUTHOLD Mail to: Disapproved a/c Phone: Expiration ,20 Bu ing Inspector APPLICATION FOR BUILDING PERMIT Date M-Z1 , 20 1-1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Sign t pp cant or Aame,if a corporation) ZZE17�22 C I_.A..1 U"E-7-S'4 (Mailing address of applicant) (2'VTC 4dC,U 6:-. 1 la Ll 11436 State whether applicant is owner, lesse , agent hitect, engineer, general contractor, electrician, plumber or builder A66-IT Name of owner of premises G FPAPD M&)P--Tk4d ,F—V'tJ M=A-A (As on the tax roll or latest deed) If applicant is.a corporatio ature of dul ize (Nafffe—and title of orate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which DroDosed work will be done: House Number Stet A Hamlet County Tax Map No. 1000 Section 5, 4, Block 1 Lot .lS Subdivision MLL(_ Filed Map No.1 Lot `j 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V�CQrJ'Y b. Intended use and occupancy A6j2ZCj)L7U I �' RDRE 'FAL?A& eQQaUJAA-i' 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition, Other Work r - _t -p 5y a' ; r y (Description) 4. Estimated Cost 4/6j 1Gj S 3 ? Fee ., ". f(,T6 be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwellmiu� i its on each floor If garage, number of cars 6. If business,'commercial or mixed occupancy, specify.nature,and extent of eachtype of use. 7. Dimensions of e mg struct , i any: Fro ear tf Z De Height Numb of Stories Di sions o ame struc a with alter ns or additi s: Front Rear Pt Height Numb of Stories r 61 8. Dimensions of entire new construction: Front Rear AIZ Depth Height ZZ' 4.,`Z Number of Stories 4>JOL 9. Size of lot: Front 3«0( Rear /. 144 0 Depth 775 10. Date of Purchase 7- 1(a- W I L Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOV 13. Will lot be re-graded? YES NO 'v Will excess fill be removed from premises?YES NO 14. Names of Owner of premises kAj- L TW A Address 6 � Phone No. '�51L- 140 l MT Name of Architect VESA-Address Cy?C.l�klJGc}Ft.. Phone No 3i_ M­9` Name of Contractor ELZ&4,►.? >Address g:�UT'G u CZL*- Phone No. wI-Z 34-'IDC 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__� NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. Q()ZtIT-a;-- 4�r- b. Is this property within 300 feet of a tidal wetland? *.YES ( NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate.foundation plan and distances to property lines. 17. If elevation at any point ori property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFj� being duly sworn, deposes and says that(s)he is the applicant (Name of i n dividual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY oZ 1 S} day of D, �cerY11X-A_ 20_L_7__,, MISSION EXPIRES JUNE 30,2:ao AaD4 Notary Public - ign re of Applicant JLYL�tr>7 Glenn Goldsmith, President Town Hall Annex T T � 54375 Route 25 A. Nicholas Krupski, Vice President E,� '^� y t e77j-� P.O. Box 1179 III John M. Bredemever 3 ' ,SoutholdN -''� ° '• a. ew fork 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams .' 631ax F � ._.;.�,:w-''•`;' ,t, ( ) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10025A Date of Receipt of Application: September 22, 2021 Applicant: Gerard Murtha & Robin Murtha SCTM#: 1000-56-1-11.17 Project Location: 2662 Long Creek Drive, Southold Date of Resolution/Issuance: November 17, 2021 Date of Expiration: November 17, 2023 Reviewed by: Michael J. Domino, Trustee Project Description: Construct a 42'x60' agricultural storage building, frost free water hydrant and water trough for livestock, erect approximately 4'6" high livestock fencing and create a 110'x140' gravel parking area. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Nathan Taft Corwin III Land Surveyor, last dated November 5, 2021, and stamped approved on November 17, 2021. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. J +� Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �QF s®(®,� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® .�® Fax'(631) 765-6641 C®Ui19�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2015C Date:,Apri14, 2023 THIS CERTIFIES that the construction of a 42'x60'>agricultural storage building, erect approximately 4'6"high livestock fencing and create a 110'xl40' gravel parkin area, rea, At 2662 Long Creek Drive, Southold, Suffolk County Tax Map#1000-56-1-11.17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 22, 2021 pursuant to which Trustees Administrative Permit# 10025A Dated November 17,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a 42'x60' agricultural storage building erect approximately 4'6"high livestock fencing and create a 110'xl40' rg avel parking area. The certificate is issued to G rard Murtha& Robin Murtha owner of the aforesaid property. Authorized Signature APR 0 7 2023 d U 11W I N,b-0Ea0T - oS�1FFtJ(,�cPG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 P. O. Box 1179 C r Southold, NY 11971-0959 4W BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Dater4Z��� 17--ZI"1-7 Owner: �;bLAe 1D � Locafion•of Property":' on. pe < Pleaso.'14ke:,notice that the_(.p(aeck applicable-lii : :» New commercidj�drresidentialstructure - 'f'•IY < 'Addition to exisYting;.bommerciat r residential strugtQe.e`o " Vit:_ Rehabilita#i n#o:ati existing`cbmtr-ercial or resident i I structure to be.constiitc e i;v:i�, erformed•at the sub' ct roe referenceaabdve will ttfll ze (check applicebre'j10): Truss.1:ypeconstruction (TT) Pre-engineered-' qod construction (PW) t r Timber constnbort (T'C in the following location(s) (check applicab(e[ineV): Floor framing, including girders and beams (F) Roof framing (R) ell Floor and roof,framing (FR) . Signature: `Flame (person submiting this Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 V. t %'t!;':1�'�r•1 �� •,;,�^t::�:'.:ti%�•a:;:"' ;1, ��,�,�•'w`''t'�s��+,.r may!eC rt..tf•: i•�::.S✓•' •.+5:' +�� 1�.. •if:i��J�•!�a�° ��ift�+ J w.rti���f�. ��Y r��,1�•3.J��.,fT�R•. Pl- j.!�{w vti :•' p. •^TK.-.'.'. I;,n"'tJ r{.�t,.: �J. -"J}•. • i :•r ',{��. Y .t•I ti.•:. S•'•.�:�..s.y1:.Y �•HJ.f�•W"�si. r4fX itis,�` �aVtiw?4 t. 'y•.S .yYi `•�J:) Y1'2p: is r:• �."': +': .l.•.r� �: :,`:-.;tom`•;. ... J - • �osU�Fa� �1F01 ,1\\4WA,`]F1E1K Scott- A. Russell o �� SUPERVISOR U) 1 IM AN AG]EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �o tea' CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET -- . -------------_--_-- ---._._.__....� TO BE COMPLETED BY THE APPLICANT )---�-- -- -----.--_---..__. . DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑rV_1 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El[4 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑( "C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ' ❑to D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t El__NJ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑M F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignatulFc,-Contact-Infor-mation,-Date-&-County-Tax-Map-Number!Chapte"36-does..not-appl*lo4ou�prn cct If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T_M. 'P: 1000 Date: P Y District �� �� � NAME: � I y t, ; I Z'ZI- rj w Section Block Lot /� I;OR.BUILID)NG DE�E':A JUNIE:i�-1- l S E= ()NL.; Contact Information 4Z I-Z;&s— 041 Reviewed By: i \v-�1 I LAa _ Date: /g—A 1 ' 1 7 Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — � �� � Approved for proce men Building Permit. — — — t�Je�' �••a' U L3i1� �— — Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required_ (Forward to Engineering Department for Review.) FORM ` SMCP - TOS MAY 2014 i APPLICANT: S,C.T,M. 1000 tl' d s' CHAPTER 236 rnperry Owner,Design Professional,Agent,Contractor,Other) —�,— � /r Stormwater Management Control Plan C ECK LIST NANlr: section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building P mit Application, P":—Penn Date: I 4 * The applicant must provide a Complete Explanation and/or Rea n for not providing all Information that has been Required by the following Checklist! ,l,�a,„c 1cIiILnne Nnni6ra. � I. A Site Plan drawn to scale Not Less that 60' to tl�e inch MUST If You answered No or NA to any Item, Please Provide J tification Here! sm how all of the following ites: YES NO NA If you need additional room for explanatipns, Please Prov e additional Paper. a. Location & Description of Property Boundari - b. Total Site Acreage, 0 c. Existing - Natural & Man Made Features wit 'n 500 L.F. of the Site Boundary as required by §236-17(C)( . i d. Test Hole Data Indicating Soil Characteristics&Depth t4 Ground Water. 0O e. Lirnits of Clearing & Area of Proposed Land isturbance, 0 0 f. Existing & Proposed Contours of the Site (Min, um 2'Intervals) I g. Location of all existing & proposed structure . roads, I driveways, sidewalks, drainage improvement &utilities, h. Spot Grades & Finish Floor Elevations for all existing & I proposed structures, I I. Location of proposed Swimming Pool and discharge ring. I 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging At ea(s), I. Location of proposed concrete washout area( , i ill. Location of all proposed erosion&sediment control measures.- 2. e ures.2. Stormwater Nlanagement Control Plan must include Calcul itions showing that the Stormwater improvements are sized to capture,stole,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall /storm event. 3. Deiails&Sectional Drawings for stormwater practices are reqired for approval. Items re ulrin details shall include but not be li ited to: a. Erosion & Sedirnent Controls. b. Construction Entrance & Site Access. 00� c. Inlet Drainage Structures (e,g,catch basins,trenci drains,etc,) d. Leaching Structures (e.g, infiltration basins.Swale etc.) I:;�i;I�1;I::Ii.1NCa l:)f::l� I't"l'I�II:.N"1' USE ' NL Y i�"�` Additional Information is Required. Revie\ved & Stormwater Management Control Plan is of Complete. Approved By: — — — — — — — — — — — — — —i — — — — — — — — — Stormwater Management Cpntrol Plan is omplete. Date: I ® SMCP has been approved by the Enginee ng Department. i FORM u SWCP Check List -TOS MAY 2014 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��ZF S�(/ P.O. Box 1179 54375 State Route 25 OlyOl Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) h O Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov Iy00 ITN' PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 10, 2021 A U G 1 3 2021 William Kelly B 22355 Cox Lane Unit#4 p� ���� �� ����� Cutchogue, NY 11935 Re: Approval — Site Plan for Murtha Farm Ag Barn 2668 Long Creek Drive, Southold SCTM#1000-56.-1-11.15 Zoning District: A — C Dear Mr. Kelly: !Vo— —l1. 1-7 The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 9, 2021: WHEREAS, this site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and pasture management, on 20.6 acres in the AC Zoning District; and WHEREAS, on September 23, 2020, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and WHEREAS, on November 18, 2020, William Kelly, authorized agent, submitted additional materials for Site Plan Application review; and WHEREAS, on December 7, 2020, the Planning Bound determined the application as incomplete for review; and WHEREAS, on May 3, 2021, William Kelly, authorized agent, submitted a portion of materials for Site Plan Application review; and • WHEREAS, on May 6, 2021, William Kelly, authorized agent, submitted the Site Plan application fee and revised site plans for Site Plan Application review; and WHEREAS, on May 27, 2021, William Kelly, authorized agent, submitted the building elevations for Site Plan Application review; and Murtha Farm Ag Building Page 2 August 10, 2021 WHEREAS, at their work session on June 7, 2021, the Southold Town Planning Board accepted the site plan application for review; and WHEREAS, on June 7, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on June 7, 2021, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this application which involves uses strictly related to agriculture; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff reports on June 7, 2021 and July 26, 2021, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on June 24, 2021, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 24, 2021, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on July 1, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on July 8, 2021, the Southold Town Engineer reviewed the proposed application and determined that the certain revisions were required in order for the application to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 15, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies with certain recommendations issued; and WHEREAS, on July 19, 2021, the Southold Fire District determined that there was adequate fire protection and access for the proposed action; and WHEREAS, on July 26, 2021, 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; and WHEREAS, on July 27, 2021, the Agricultural Advisory Committee provided comments supporting the proposed project for approval; and I Murtha Farm Ag Building Pace 3 August 10, 2021 WHEREAS, on July 27, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage Building as a permitted use in the A-C Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for a public hearing and certain application requirements as described above; and be it further 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 conditions, listed below, to the site plan entitled "Murtha Ag Barn" prepared by Nathan Taft Corwin III, L.S., dated March 25, 2020 and last revised April 30, 2021 and authorizes the Chairman to endorse the Site Plan. Conditions 1. All Suffolk County Farmland Committee requirements shall be met as issued October 12, 2017 for Committee Resolution Number FC-33-2017; 2. This site plan was reviewed and approved with no exterior lights. Any future exterior lighting must be approved by the Planning Board by letter prior to installation. 3. Fences a. Fencing as shown on the site plan may be relocated as needed; and, additional fencing may be installed without the need to amend the Planning Board site plan approval. b. As permitted by the Suffolk County Farmland Committee. c. Prior to installing fencing closer than 100' to the wetlands, a permit or letter of non jurisdiction from the NYS DEC and Southold Town Trustees shall be obtained. d. A buffer* shall be provided between the fences and the wetland boundaries. *Consult the NYS DEC or the local Natural Resources Conservation Service Center for advice on buffer size and composition. 4. Drainage requirements for this small barn and gravel area have been waived. All stormwater runoff must be prevented from entering wetlands and contained within the property. Murtha Farm Ag Building Pie 4 August 10, 2021 5. The agricultural barn building location may be changed to any location on the property within required setbacks without any amendment to this site plan approval and without further consultation with the Planning Board. 6. Provide an as-built survey to this department upon completion of the barn construction. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and 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 beginningthis work. i 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 lettere Should the site be found not in conformance with the Approved Site Plan,,! no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. spectf I t-) LLO Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map Murtha Farm Ag Building Page 5 August 10, 2021 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: VJIII , Applicant Signature: Date: ` � -7-ZlJzl 171 i I I i i i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19, 2018 TO: Bill Kelly (Murtha) 22355 Cox Lane, Unit#4 Cutchogue,NY 11935 Please take notice that your application dated Dec ember 21, 2017: For permit to construct an agricultural storage building at: Location of property: 2668 Long Creek Drive, Southold,NY County Tax Map No. 1000—Section 56 Block 1 Lot 11.15 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town Planning Board. I You may now apply to this agency directly. i Aut ori e Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department.. CC: file, Planning Board COUNTY OF SUFFOLK bN Steven Bellone SUFFOLK COUNTY fxLCL riVE Department of Economic Development and Planning Tlicresa Ward Deputy County Executive and Commissioner Division of Planning and Environment October 12,2017 Gerard and Robin Murtha 29 Kent Street Farmingdale,NY 1173 Re: Gerard and Robin Afurtha property 2662 Long Creek Drive, Southold, Town of'Southold ,%ffolk Counly Tox Map No.: 1000-056.00-01.00-0 11.015 ,4pp1ica1ion No. 20170061 Committee Resolution Ninnber: FC-33-2017 Dear Mr. and Mrs.Murtha: The Suffolk County Farmland Committee ("Committee"), at its regular meeting on September 28, 2017, reviewed your "Request for Review of Proposed Agricultural Improvement(s)" oil the above-referenced property from which the County has purchased development rights, and on which you retain farming rights. Your request involved a proposal to install and maintain 't Morton barn, drainage infrastructure, water hydrant and grater trough; underground water utility line livestock fencing, and gravel driveway and .travel area,in association with a proposed cattle operation. The Coininittee determined that the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural!].ands,as outlined in the enclosed resolution. The S.C. Division of Planning and Environment in consultatiotl with the S.C. Department of Law has dotermined that the aforen-ientioned proposed improvements are concurrent with the property's .Deed of Development Rights and Contract of Sale. Please be advised that this determination is subject to the following conditions: 1) The proposed agricultural .10orton barn shall measure approximately 60 feet in length, 42 feet in width, I4 feet and 9 inches in height(to the cave), and 22 feet and 6 inches in height(to the peak of the roof). It shall consist of a Wood frame with painted steel siding and shat 1 have pier footings and a concrete slab floor. The Morton barn shall be constructed according to the building specifications received by the County on August 28,2017. 'rhe barn shall be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. "there will be no electric service to the barn at this time, and 2) The proposed drainage lnfrastllleture shall consist of One(Iry well to be installed oil the west side of the Morton barn to Address roof runoff. The dry well shall be 10 feet in diameter and 10 Leet in height and shall receive runoff via 6-inch drain piping From the barn's downspouts;and H.LEE DENNISON BLDG iA 100 VETERANS MEMORIAL HWY,2nd F1 0 P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 n (031)853-5101 we 7 v 't ap 000-056.FY! 3) The proposed water hydrant shall measure approximately 87 inches in height, 9 inches in width, and 2.25 inches in depth. The proposed water trough shall measure approximately 5 feet in length, 2.5 feet in width, and 2.5 feet in height. Both improvements shall be located on the eastern side of the property and shall be serviced by a proposed underground water utility line measuring approximately 1.60 linear feet through County PDR land. The underground water utility line shall be installed ata depth of 4 feet and 6 inches below surface grade; and 4) The proposed livestock fencing shall measure approximately roximately 4 to 6 feet in height, 4,660 -feet in I length, and shall allow the wetland areas to be fenced off-from livestock. It shall consist of metal woven wire and wooden posts and top rails. Gates ,,hall be installed between pasture areas to allow fox pasture rotation; and 5) The proposed gravel drive",ay shall measure appy Ixunateiy 3)5 feet in length and 224 feet in width (840 square feet). It shall connect to a proposed - gravel area consisting of 16,000 square feet that shall surround the barn. The gravel driveway and gravel area shall total approximately 16,840 square feet; and 6) All of the aforementioned proposed improvements shall be located on the property, as depicted in the site plan-survey received by the County on September 22,2017 and entitled"Survey of Lot 5: Map of Mill Creek Preserve dated June 22,2016"and attached as Attachment 1; and 7) The landowner shall submit to the Suffolk County'Division of Planning and Environment the as- built survey depicting the aforementioned improvements; and 8) The landowner shall be responsible for compliance1with all conditions of this letter,the deed of development rights, the contract of sale,and all applicable federal state,county., and town regulations,rules and statutes. I 0 1 If you have any questions,please feel free to contact me at(631) 853-6044. SiI b ere y. j Lauretta R. Fi. her Chief Environmental Analyst Enclosure. CC: Robert.A.Braun,Deputy Bureau Chief, S.C.Dept. of Law Sarah Lansdale,Director of Planning,S.C. Div. of Planning and Environment Andrew Arnakawa,Research"Technician. S.C. Div, of PlanDill"and Environment Suffolk County Div, of Real Property Acquisition and Management,Inventory Unit(email copy) Heather 1-ansa,Planning Director,Town of Southold (email Copy) Melissa Spiro,Land Preservation Coordinator,Town of Southold(email copy) Daae 3 of a3 Louretia R, /,"fsc h r Lefier•daied Ociobo, 12, "O1 i SC Tav Map A,"o. 1000-0.56.00-01,00-0411,01 Attachment 1 SURVEY OF LOT 5 'rY,NEW YORK �. wx�.a,1Pib�.4.teaKa4_zvf A. � iZ a • rM` g t jj• I S %? xw i s �n• _ _ dt%!'I'a( s 1[.I'?`�f.,.?vS�.`Td 2 b Ky�'3"t .RESOLUTION NO. FC-33-2017 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, P'URSIJAN-r TO CHAPTER 8 OF THE SUFFOLK COUNTY ADMINISTRATIVE LOCAL :LAWS, DETERMINING A STANDART) AGRICULTURAL PRACTICE ON THE GERARD AND ROB-IN MURTHA PROPERTY (9CTM# 1000-056.00-01.00-011.015), TO WHICH THE COUNTY OF S LIS' OWNS THE, FARMLAND DEVELOPMENT RIGHTS WHEREAS, pursuant to Chapter 8 of the Suffolk County Administrative Local I,aws ("Chapter 8"), a "Request for Review of Proposed AgrictilturalImproveniefit c , (s)" on property awned by Gerard and Robin Murtha has been received by the Suffolk County Farnilland Committee ("Committee"), where such. proposal is known by application number 2017006, and WHEREAS, the property is located on land situated south of Long Creek Drive and east of Park Avenue in the hamlet of Southold, Town Of Southold, identified by Suffolk Count), Real Property Tax Map ("SCRPTNT')No. 1000-056.00-0 1.00-011.015; and WHEREAS, the applicant has proposed to install and maintain a Morton barn, ,drainage infrastructure, - water hydrant and water trough, underground water utility line, livestock fencing, and gravel driveway y and gravel area, in association with a proposed cattle operation; and WHEREAS,the proposed agrictiltitral Morton barn will measure approximately 60 feet in length,42 feet in width, 14-feet and 9 inches in height(to the cave), and 22 feet and 6 inches in height(to the peak of the roof). It will consist of a wood frame with painted steel siding and will have pier footings and a concrete slab floor. The Morton barn will be constructed according to the building specifications received by the COLITAy on August 28, 2017. The applicant states that the barn will be used for agricultural equipment (such as a tractor and mower) and for feed and hay storage. There will be no electric service to the barn at this time;and WHEREAS, the proposed drainage infrastructure will consist of one dry well to be installed on the west side of the Morton barn to address roof runoff. The dry well will be 10 feet in diameter and. 10 feet in height wid will receive runoff via 6-inch drain piping from the barn's downspouts;and WHEREAS, the proposed water hydrant will measure approximately 87 inches in height, 9 inches in width, and 2.25 inches in depth. The proposed water trough will measure approximately 5 feet in length, 2.5 feet in width, and 2.5 feet hibeiglit. Both improvements will be located on the eastern side of the property and will be serviced by a proposed underground water utility line measuring approximately 160 linear feet through Count), PDR land. The underground water utility line will be installed at a depth of 4 feet and 6 inches below surface grade, and WHEREAS, the proposed livestock fencing will measure approximately 4 to 6 feet in height, 4.660 feet in length, and will allow the wetlAnd areas to be fenced off from livestock, It will consist of metal woven wire and wooden posts and top .rails. Gates will be installed between pasture areas to allow for pasture rotation;and WHEREAS. the proposed gravel driveway will measure approximately 35 feet in length and 24 feet in width (840 square feet). It will connect'to a proposed gravel area consisting of 16,000 square feet that will surround the barn. The gravel driveway and gravel area will total approximately 16,840 square feet; and WHEREAS, all of the aforementioned proposed improvements will be located on the property, as depicted in the site plan-survey received by the Coonty on September 22, 2017 and entitled "Survey of' Lot 5: Map of N/ill Creek ])reserve(fated June 22, 2016"and.attached as Attachment 1;and W1JEJZ1-,,AS, the ('0111131ittee., at its September 23, 2017 meeting, reviewed and considered whether the af'orernentioned proposed improvements constitute a standard agricultural practice that maintains or enliancesaariCUltUral lands; now.therefore,be it L, S.C. Farmland Conirnittee Meeting 9128/2017—Reso. No. FC-10-2017 Page 1 of 3 1"RESOLVED, that the Committee hereby ands and determines that this proposal constitutes a Type II action pursuant to 6 NYCIM§617.5(c)(3),which completes the SEQRA review;and 2°`' RESOLVED, that the Committee hereby approves and adopts the report of its staff, as may be amended;and be it further 3"'RFSOLVED,that the Committee hereby determines that the aforementioned proposed improvements constitute a standard agricultural practice that maintains or enhances agricultural lands. Motion by: Mark Zaweski Seconded by: Al Kilb Committee Vote: Ayes 15 Nays 0 Abstentions 0 C0111n1ittee Member 3 App ointment ; Yes No Recused Not F _„__a Present BALSAM,Alex __ Tawn of East Hampton t-✓--- -..__ �BARNE"I"T, --- Russell.K. Town of Smithtown ✓ ............ BIONDO, Vincent Town of Babylon ✓ l BUSH,Ronald At-Lame ✓ � CORWIN,Nate At-Lar.e ✓ FOSTER,Lee Town of Southampton ✓ JOHNSON,Howard 'Town of Runtington � ✓ KILB, Alfred J., Jr. Town of Shelter Island ✓ -_ -- WARD,Theresa for S.C.Deputy County Exec. and Commissioner ✓ LANSDALE,Sarah S.C.Dir.ofPlannin s iy10YE11,Dale D. At-Lar e ✓ IMUDD, Stephen Town of Southold ✓ MURPHY, Eugene_ Town of Islip ✓ NOLAN,Rob i Town of Brookhaven ✓ ROTTKAIVIP,Jeffrey _' 'Town of Riverhead ✓ RUCKDESCHEL, August Ex-Officio, SCEDP ✓ SCHEER,Charles F...lr. At-Lar c ✓ SCI-MITT,Albert At-Large -- ST.ROBEL .1-Ierb At-I:..arge ✓ ZAWESKI,Mark At-I ar 7e ✓ —i __..................._ Totals l5 0 0 4 Date: September 28,2017 Location: Kermit W. Graf Cornell Cooperative Extension Building, 423 Griffing Avenue, Suite 100, Riverhead,NY 11901 S.C. Farmland Committee Meeting 9/28/2017-Reso.No. FC-.33-2017 Page 2 of 3 ATTACHMENT I IOLITHOLD i.� 8,3f.&S-9a 1'f3Ls'Z1t'4LX,�bfliJ4 Y.i s. i � 4f".:::i :> s �,,ti�;<i"6faa�',.�..•4?R3E.`i..'.YsYr 6°.G�4�St'f,7i'.r,'��M -......_...,;:.�_:.......t ''�,i,, i" :E • l i y• ......... :41'E�:.\:v...'.;.,:'°•' � •/ice �_'i e�ia f v�bss'i��°.. �si.Lq��� ``4,. w, ����.:✓�i•`�ta" .i�� u: . ( >• }S:`-:,jay` '~�,,. i ) S.C. Farmland Committee Meeting 9/28/2017-•Reso. No. PC-33-2017 Page 3 of 3 D INTERNAL USE u�t>XY FOR INT � ' JAN 0 5 2018 JAN 1 9 2018 ___– SITE PLAN USE DETERMINA �;.: ._.. . BUMD�TG DElyr. T®" ® tion Initia� e e i 43 Date Sent: ---)-- Dater '�— - e, � L. Project-Name: rr^^ jj Q— f �D t,� �•h b - - �i'�t Project Address. - - - - _ _ Zoning - Tax Map No.:1fl00-� Suffolk County I t �rhngdocumentation as to (Note: Copyof B-uildirtg Permit Appliestion and supe -proposed use or uses should be submitted.) ` - ermined: Initial Determination as to whether use is p e an r�t Initial-Determination as to whether site plan is required:—&k.p l Signature of Building Inspector planning Department (P.D_) Referral- . Date of Comment:`_ --- . P.D.-Date Received:���--- - Comments: V Signature ofi Plannin ept."Staff Reviewer Final Determination Decision: c�.,nahirP of RIIIIdino In-nPc:tnr ' b @g DATE(MMIDDIYYYY) '4 �® CERTIFICATE OF LIABILITY INSURANCE 10/13/2017 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 have ADDITIONAL INSURED provisions or 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 °1 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT tU NAME: Aon Risk services Central, Inc. L Chicago IL Office j Workers' s°a E Cofripensatian CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. 1c.NYS Unemployment Insurance Employer Registration Number of 252 W.Adams Street Insured Nlorton, I1.,61550 1532342 1d.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to 37-0347310 certain locations in New York State,i.e.,a Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southhold 3b.Policy Number of Entity Listed in Box 1 a" 54375 Main Road Southhold,NY,11971 WC 9376311-14 3c.Policy effective period 10101/2017 to 10/0112018 3d.The Proprietor,Partners or Executive Officers are Q 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". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? DYES []NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to 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 complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized 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: Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) t��i-"'� 10/01/2016 Approved by: (Signature) (Date) Title: Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carrier: 847-605-6914 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcb.ny.gov YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured (309)263-3655 MORTON BUILDINGS INC 1 c.NYS Unemployment Insurance Employer Registration Number of P O BOX 399 Insured MORTON,IL 61550-0399 1532342 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 370-34-7310 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 3b.Policy Number of Entity Listed in Box"1a" TOWN OF SOUTHOLD DBL 1864 86-8 54375 MAIN RD. SOUTHOLD,NY 11971 3c.Policy effective period 10/13/1983 to 07/01/2018 4.Policy covers: 0 A.All of the employer's employees eligible under the New York Disability Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 10/13/2017 By Joseph J.Masi (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) Certificate Number 456218 A � Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in box"T' on this form is certifying that it is insuring the business referenced in box"1 a"for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? E]YES ONO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to 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 NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. SUM. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (9-15)Reverse Dwyer, Nancy From: William Kelly <William.Kelly@mortonbuildings.com> Sent: Wednesday, February 23, 2022 2:51 PM To: Dwyer, Nancy Subject: Re: 2662 Long Creek Drive From finished grade 22' 0"to peak. Get Outlook for iOS From: Dwyer, Nancy<nancyd@southoldtownny.gov> Sent:Wednesday, February 23, 2022 2:45:57 PM To:William Kelly<William.Kelly@mortonbuildings.com> Subject: RE: 2662 Long Creek Drive CAUTION:This email originated from outside of the organization. Please use care when communicating with this sender. Hi Bill, Thank you for dropping off the hard copies for this. One thing which isn't noted on here is the height.. can you confirm for me what the ridge height will be? I'll include your note in the application file rather than requesting drawings be revised. -Nancy From:William Kelly<William.Kelly@mortonbuildings.com> Sent:Saturday, February 12, 2022 9:30 PM To: Dwyer, Nancy<nancyd@southoldtownny.gov> Subject: RE: 2662 Long Creek Drive Nancy, Attached are updated plans in compliance with NYS 2020 code and 130 mph wind design, I have included truss certification as well. Please let me know if you need any additional info. Be Well Bill Kelly 631-235-9841 From: Dwyer, Nancy<nancyd@southoldtownny.gov> Sent: Monday, December 27, 20219:30 AM To:William Kelly<William.Kelly@mortonbuildings.com> Subject: 2662 Long Creek Drive CAUTION:This email originated from outside of the organization. Please use care when communicating with this sender. Good morning Bill, Hope you had a nice holiday weekend. When you have a chance, please send over the architect/engineer letter which certifies the Murtha barn to be in compliance with all current 2020 codes and 130mph wind design. 1 If you have any questions, please let me know. Thank you, 'IV Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 z I SITE PLAN FOR MURTHA AG BARN P/O LOT 5 S UBDI VISION PLAN MILL CREEK PRESERVE i/ FILE No. 11216 FILED JANUARY 28, 2005 SIT UA TE ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK i% S.C. TAX No. 1000-56-01 - 1 1 . 15 - SCALE 1 "=60' FMA ' MARCH 25, 2020 EEK DRIVE _ ,CR W1' Y OC 2021 I APRIL 30, 2021 ADD ADDITIONAL NOTES LONG I— _ LOT O r'�rl 1 S0 LICFi6IG i OW-In- 5 i N 58'0413 E 'Q.S �� �� Q,; i Planning Board AREA = 895,488 sq. ft. 4.37 �`S-0 � `.� 20.558 4C. spy �` �` N NOTES: y Z; op - \\ \ W; 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM e.®9 o• EXISTING ELEVATIONS ARE SHOWN THUS:zu EXISTING CONTOUR LINES ARE SHOWN THUS:xx-----------xx PROPOSED CONTOUR LINES ARE SHOWN THUS: - >� �5�25'S3" E - _ _ - `_`'� ���� _ .'i r ► n rev, r r CFL- FIRST RAGELOOR 2f743' r - �'--- '-rl__ 60, ,` 1 , FLOOR 0;' ' 2. MAP FROM OFFICE RECORDS 2$ _ O SAY DRAINACE SYSTEM CALCULATIONS: ROOF AREA: 2,520 sq. ft. 2,520 sq. ft. X 0.17 = 429 cu. ff. ,r �r ?,Z, - 429 cu. ff. / 68.4 = 6.3 vertical ft. of 8' dia. leaching pool required ,.,2`65 66' - LOT ® e n, ' / PROVIDE (3) 10' dia. X 3' high STORM DRAIN POOLS 00 TEST HOLE DA TA ,/ !! o a LOT �3 (TEST HOLE B-3 AS SHOWN ON SUBDIVISION MAP) 78'•2$,$3" E M EL. 7' p. / �`� DARK BROWN SILTY LOAM OL N 63'04'13" E i i :' _-- _-_ 300.00' �' (?:3-0 BROWN LOAMY SILT ML r , r ! 04 '' ` PR�POSED/4' Hl9f•I LIVESTOCh< FENCE 'c�j 3' PALE BROWN FINE TO COURSE SAND SW u1:71i !t ! it I I 11 0 4-- EL. 2.3' 4.7' r ! 1 ► I I r r' 00, TF� If ! r 1 I t r w Ciy WATER IN PALE BROWN FINE TO COURSE SAND SW 4L ; � AL to JIL AL I \ \ + \ � \ \ AL —41 4sM�o ` I ! �O q O / ------ -_ '6iPp BY�R CO ti/ 3 O t9,'v \`� o \`� t\ i i \` �' �y �! a � P/0 LOT 5 M!L-MG \ �►Put'.suA1vT'Tv sovrtlo (Ir ; 2L"�131(I�AC7{lIOWI.EDCES THAT THS CC VL`7T T p�`)`�C'1TON � \ APPrOVAL S-r,T FOM Lti T11E RM '1M SITE PLAN 1 LUTTON O� /L EAF_E ACCE"M(SEE CO"'TIONS ON RES%Ur � FS'DLt!?TC. �� �\ �� \ t PL E►t1T NA•ttE ��-hd4lt PASTURE ED .GN ."I't'Rt: �._..._ m `\ �` ` �\ �, �` �`_- '� "-'' 2L ��\ TIT CATF _I t.! "V1:0 Jul( 15 \�` \�` \\` \�� � \`\ ��---- ��� ; �` TC�t�tNsot 1"OLDPLA.1:N'LNGPOARD CH.LIk"vftso rG1ATt'kE g 1 31202 '?"M s+'e dzwe! •• r AL. N rq-+ 1NOTE 71~r e*. "'�a��� .� ATF #� cert p.ssi�'�✓1�r ec!±�for• O m rac"`3 L*�a L%—Fate W•�� K9'eed. d a[eior� F O 'Z `` \`\ \\` \\` \\` \\` \ �` \� )PROPOSEDtfl.0\ WATER THROUGH z-i �+� \\ ` ` \ �� `� \ WITH HYDRANTI _ PROPOSED LINE c= \ PROPOSED 4' HIGH LIVESTOCK FENCE I - 7 ----- `\ AT DEPTH OF 4.5 7 m n "d \ \ `\ \� `� / W W w M o O \ `+ \ `+ \ �� t ! m b ------/td `\ `I `` �`. \\ �� _ i' t� I 1 pRppOSED, A,�;• 8 N O �' �'- ,1 i �� •� \\ - --__-- ' p y GRA, 4RIVLH „ TEST _1 VEL �l`I FROM HSUBDIVSION MAP r'' P/0 LOT •' �j2 \ BARN SHALL BE USED FOR AGRICULTURAL >rq ❑ / 1 \ EQUIPMENT (SUCH AS A TRACTOR AND MOWER) W - �' O ! / �' / \ `� AND FOR FEED AND HAY STORAGE. THERE WILL Elt, �, b / ' `� -- -- - __NO ELECTRIC SERVICE TO THE BARN AT THIS TIME ' 9 r O Fly t ♦ '•`.....:::•:•.....0 1-3 :. 20.0' -•� G� Ln c i. .. ...g 5.... C 1 I t / I .�' l �'•�� '.. 0PpA�KtNG ` I i ' �'. pPOSED (P ;..GRP' 1 `''':••k 4y \P PR 3' DE4E►S •�":'•; ,. ry�tn �fi`G p`� ION DIA- XDRYW S`�e° I i I j ��___ _,� i i �'"-.\ `\ LIVESTOCK. i 1 1 i / �` ! ! `\ t SED x i \ `\ �\ i `�\ ; ��\ \\ 1�\ o i P/0 LOT m11 \\\ \\ PASTURE z `�` \` \` l' v J �` \ �-----------•-----' r 1 GE I , r 1 S L4 LOT t ' ' !r i -------------- ,Jj C�1tr r 0ENTITLL�,`�FFp�.tt c° lip,P C�j, BOE 5u 9199 , �" FILED ��. q `� •� I = 3��0 << tt�g„` p5 14 �iol It 4" �\ �\ 1 0 O rn Lon C' �'' v i �. to TTT T� �`� � \`� PROPOSED 14' HIGHr LIVESTOCK FENCE ilIit p OND AVE lr V $ 25.15— ,d:,i S i 63'04'13" W �`�. 557.20' 1 � P/0 LOT Ar/0/F i o TOWN OF SOUTHOLD (PARK & RECREATION AREA) I ( `C PREPARED IN y STANDARDS FOR ACCORDANCE TITLE SURVEYS AS ESTABLISHED BY THE co c7 O OPTED FOR U SUCH USE 13YNTHE NF_WVYORKNSTATE LAND TITLE ASSOCIATION. f• i N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathain Taft Cto-Drwin 1101 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. SITE PLAN FOR MURTHA AG BARN P/0 LOT 5 o SUBDIVISION PLAN MILL CREEK PRESERVE FILE No. 11216 FILED JANUARY 28, 2005 SITUATE N ARSHAMOMAQUE TOWN OF SOUTHOLD a SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-56-01 - 11 . 15 SCALE 1 "=60' MARCH 25, 2020 APRIL 30, 2021 ADD ADDITIONAL NOTES NG CREEK DRIVE _ �jI SEPTEMBER 17, 2021 REVISE SITE PLAN I-'� �' OCTOBER 20, 2021 , 2021 REVISE FENCE LOT R �' NOVEMBER 5, 2021 REVISE SITE PLAN 4.37 0, APRIL APRIL 7, 2022 ADD PROPOSED POOL ON S.C. TAX No. 1000-56-01 -11 .3 AUGUST 2, 2022 LOCATE NEW BUILDING LOT O AREA - 895,488 sq. ft. h w 20.558 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:, = N 75'25'53• E -_ EXISTING CONTOUR LINES ARE SHOWN THUS:xx-----------xx Z ; ; PROPOSED CONTOUR LINES ARE SHOWN THUS: 0 , F.FL— FIRST FLOOR 217,43. ♦�'7S•25�5—„---- T—__ 5p' 14 /R I G.FL— GARAGE FLOOR pF 2. MAP FROM OFFICE RECORDS � __ ,�. � W __ �� DRAINAGE SYSTEM CALCULATIONS: 2� ROOF AREA: 2,520 sq. ft. s x 5.662,520 sq. ft. X 0.17 = 429 cu. ft. LOT ® o 'o, -' I h,� 429 cu. ft. / 68.4 = 6.3 vertical ft. of 8' dia. leaching pool required M �� ',,,,/-' / N PROVIDE (3) 10' dia. X 3' high STORM DRAIN POOLS J�fo N 75,: 53 6,�*p; SLOT 0 TEST HOLE DATA 5' �'❑ �`� '�g 2 M TEST HOLE B-3 AS SHOWN ON SUBDIVISION MAP 3.56, E N 63.04 13” E %/ i/ ; ;/ 300.00' i SEL. 7' 0' 6 --_—__----- /—I 88.3 `\\ DARK BROWN SILTY LOAM OL / / O 30-91 1' l F , I 1 /'18 BROWN LOAMY SILT ML o. i i ' i �j0 \r PALE BROWN FINE TO COURSE SAND SW p 1 / i ► I I 1 / O-ILTII EL. 2.3' 4.7' V I/ \ I WATER IN PALE BROWN FINE TO COURSE SAND SW 3 AL �llC o 1 I \ \ EASEMENT FOR ► \\ �\ \\\ \`�` , cn COUNTY ACCESS AIL — � ► N \ O 1 �'yfj'�FS,yk O 49) C00 OO N RR kms, o % p Cr 0 09 i it 00 rr, `'',, ; \ m P/0 LOT (a N ; Ln \ , AL 03 \ \ i \ \ \ \ \ J '0 p;� F a �• N Ars 5080+ 10 0 AIL o E Z _ -- -------- OX \ \ \ �m d b ------, \ 1 \ \� \ �� f/' 6'0 TEST HOLE B3 N o �, \I `� `\ `\ ----� 1 I Z++ V� 01 FROM SUBDIVISION MAP 0 lj � 1 I `\ P/0 LOT C/1 [401I 1 \ \ \ \� •5 + S 00 FO C11 I ` Cga 1 \ 1 I ► I ---- % // OIE►YS / `�\ ►\ o P/0 LOT 50 w o S 68'01'23" W m /i , \� \`\\ `• \\ I i/ \\ \\ i rn + W 70.00 ------ i 1�' ; J •199 `\\ ------- A,155 g1 .01 N \ \ LO ♦ \ 1 1 1 / 0 \ Ara 1 's / I i / LA LOT O / AL ? � T*1D A giC�R- OF 9 99 NE c a F\\. �AO ,°. %%S �Gvl 0E N997. �4 237.83' `\\ `\\ `\\ `� 1 / ACAS N \\\ \\\ \\\ \\\ ; / P ON AVENUE D $ 'a' 557.20 S i 63'04'13" W '�, \`\ �`, \ ' � I , i I P/0 L 0 T o� TOWN OF SOUTHOLD ' (PARK 8c RECREATION AREA) y PREPARED IN ACCORDANCE WITH THE MINIMUM n STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED _ FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Chzjrp- Data: < RECEIVED N.Y.S. Lic. No. 50467 AUG 5 2022 - 4 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin Southold Town TO THIS SURVEY IS A VIOLATIT1 ON OF Planning Board EDUCATION .09 rdTHE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE 631)727-2090 Fax (631727-1727 TUfION. CERTIFICATIONS ARE NOT TRANSFERABLE. i OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. I OCCUPANCY OR APPROVEDAS'NOTED USE IS UNLAWFUL DATE: ��- B.1* o;S WITHOUT CERTIFICATE FEEBY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 'COMPLY WITH.ALL ODE ; S'OF ._. 3. INSULATION .NEW YORK STATE.&TO1ALN.COQI=S: 4. FINAL - CONSTRUCTION MUST AS REQUIRED ANO'cONR.ITIONS C)F'- BE COMPLETE FOR CO. S�1ITHOCDTOWNZBA. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SWTHOLDTOWN PLANNINGBQARD YORK STATE. NOT RESPONSIBLE FOR 100aS� tomo:DTOWN TIIUSTEM DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC All exterior righting RETAIN STORM WATER RUNOFF installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE. to Chapter 172 of the Town Codi: 42'R.C.129051 Qty: 1 Truss: 4430620004109-2 Customer: B128067267 SID: - TID: Date: 01/26/22 Truss Mfr.MBI Page: 1 7-8-136-7-11 6-6-0 6-6-0 6-7-11 7-8-13 7-8-13 14-4-8 1 20-10-8 27-4-8 34-0-4 41-9-0 1 2 3 4 5 6 7 4/12 MN11X13pm* -4/12 MN11X11pm*- iixiipm*� 4/12 -4/12 c MN3x5pm* MN3x5pm* A I MN8x16-18pm*' N8x16-18pm*- MN8X16-18. m* N8X16-18pm* 8x18-1855pm* MN9X9pm*= 6X18-18 I MN9X9pm*=8X18-1855pm* MN5X6pm* MNSx6pm* 1/12 -1/12 . 8=4-10. 7-2-2 5-3-11 I 5,3-11 1 7-2-2 I 8-4-10 8-4-10` 15=6-13 20-10=8 26-2=3 33-4-6, 41=9-0, 1 8 9 10' 11 12 13-„ 14 7 4I=9-0:. Design: TP.I=2019 - ''PSF- Live: Dead Dur Factors . TC. 20'v0 3.-0 i "Live' Wind Snow -BC,,;: 0.0z 1.0 Lum 1.15 N/A N/A ' 24:0 PTt 1.15 N/A" N/A Spacing: -7,x06-Do o:c. 'Plies:"1 - Repe five Member Increase- -No Green-�Lumbei: No .�'Wet Service: No - - - - - FablTolerance:, 10$ Creep':(Kcr) = 2.0 fi TC2x8 5... .. - .. ..,, - - Matenal'$ummary.- Reaction Summary Deflectiomsummary P 240012.0 TrussSpan Limit Actual(in) Location --- ---Reaction Summary(lbs) BC 2x8 SP 2400/2.0 Jnt --X-Loc- React -Up- Vert'LL L/240 L/603(-0.82) 11-12 Webs 2x4.- SP (ALSC6-2013),#1 - 1 02-12 3757'2830 Vert DL L/120 L/999(-0.16)-11-12 Wedge 2x8* SP"(ALSC6-2013) #1 .7 41-06-04 3757 2297 Vert CR L/180 L/502(-0.99),11-12 Horz LL 1.00in ( 0.32) @Jt 7 Member Forces Summary Horz CR 1.501n ( 0.38) @Jt 7 Max CSI In..TC PANEL '1 - 2 0.68 Loads Summary - _ _ DPL LL 2L/120 2L/999( 0.01) 11- 4 Max"CSI in BC PANEL .' 1 - 8 0.90, - Bracing Data Summary Max"CSI in Web 4 - 12 0.87 ------Bracing Data------------ . User Distributed Loads (plf) Chords; continuous except where shown ....Mem:•.: Ten,' Comp .CSI. Mr. 'LoadUplift� Start Load Uplift End Dir Description -------------Purlins------------ . TC" 1 2 65938878 0.68 - TC -166.0 -166 0 -166.0 -166 20-10-08 Vert User @ 90 Deg ---OC-. = --From-- ---To--- #Bays 2-. 3 -6319'' 8567 .0.61 TC -166.0 0 0 -166.0" 0 20-10-08 Horz User @ 90 Deg TC 2-00-00 0 . 41-09-0023 3- 4 5855, 8237 0.43 TC -116.0 -116 20-10-08 -115'.0 -115 41-09-00 Vert User. @ 90 Deg BC 4-04-00. 0 41-09-00 10 4= 5 5384. 8237 0.43 TC 116.0 0 20-10-08 116.0 0.9109-00 Horz User @ 90,Deg ------- Web Bracing - T-Brace -2x4 "5- 6, .5375 8566 0.61 -------Single: 10- 4., 4-12 6- 7 5558 ,8877 0..68 Notes BC 1- 8' 8139 6028 0.90 .Plates designed for Cq at 0.90 and Rotational Tolerance of 10.0 degrees ' 7-14 8137 5096 6.73 A "pm" next to the plate size indicates that the plate has been user Plate offsets(X,Y): ' 8- A 8041. 5761 0.8i modified; see Plate Offsets for.any special positioning requirements. None unless indicated below) 9-10 8092 5759 0:69 = Plate designed with different Cq and/or Angle. Jatl(04-07,01-06); Jnt3(-02-08,00-14), 10-11 6500, 4440 0.36 Jnt4(0,-(10=08), Jnt5(02-08,00-14), 11-12 '6500 4439 0.35 Jnt7(-04-07,01-06), Jnt9(0,00=06), 12-13 8042' 5222 0.53 Single pass roller reduction factor,has been used. Jnt10(-00-01,00-10), Jntll(007011-00-08)1 _13-19 8091 5224 . 0.69 Jntl2(00-01,00-10), Tntl3(0,00-06) Web 2- 8 542 '500 0.06 ' 3- 8 7 164 0.13 Joint$tress Index(JSI):' _ 3-10 1065 1167. 0.30 Jntl(0:73), Jntl(0.73), Jnt2(0,60) 4=10m 1823 1534 0.39 Jnt3(0.79), Jnt4(0.73), Jnt5(0.71), . 4-11' 1178r 766 -0.38 . ��O f ���� Jnt6(0.60), Jnt7(0.73), J73), 4=42'� 1823 911 0.87 r JntB(0.61), Jnt9(0:53); Jnt10(0.55)55),, 5=12 627'' 1167 0.30 _ ' .5-14 231. 22 0.02 r' M``\� �� Jntll(0.54), Jnt12(0.55), Tnt3:3(0:53), 6-14. 265. 498 0.06 -J P" IQ �/� _ Jntl4(0.61) ' MSC 11-11_ 0 0' 0.00 y Di ! ER `f' 102832 Digitally signed g r b g y 2- 2029 FQA Benjamin Zobrist .... /PO ate:2022.02.0707:29:06 TO F $$ °06'00' WiV OF:3C 0-"Ho, CERTIFICATE MUST BE VERIFIED ON �� f(i/z�22 ELECTRONIC COPIES.PRINTED 0 COPIES OF TMS DOCUMENT ARE NOT. CONSIDERED SIGNED AND SEALED. Component Solutions .®Truss Studio V 2021.5_0.261 t � EgDrxg:20203RGT JS1 [OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS (JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-109828 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE U i MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE NO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . a_ 1� TO RESIST BOTH AXIAL AND BENDING FORCES. 8 M 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE o-- FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O D CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED rl/ Z THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS ( O THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE LT. CL PLANS). c Z0 TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE { 'o h NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR U-1 1 S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA C_` t_y Z GUIDELINES AND STANDARDS. Q FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY m---- f— 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR ci to '0 BETTER. O �.iuiik7e.. ALLI D IG ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS O N V.- REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS < CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN F— ��W Uso ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. V L1 1 J F— O SIDING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH O AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. 1L ::E vo ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019"MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL 0/ BAKED-ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT p THICKNESS OF 2 MILS ON EXTERIOR. EARTHQUAKE DESIGN DATA TABLE z m 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.18g CL TRIM - DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, 1.0 SEC SPECTRAL RESPONSE Cf� RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. 005 ACCELERATION (Si) . g L1 1 v� SEISMIC DESIGN CATEGORY B ui w GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH CLRISK CATEGORY (TABLE 1604.5 I SIDES OF THE BUILDING. SITE CLASS D g 2x4F2F1 02/12 LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS _J SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS Z RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 1000 LBS DRAWN BY.• STH DATE: 1/24/2022 CHECKED BY: R LT DATE: 1/24/2022 CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DATE: ---- SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb REVISED DATE: ---- SHEET# DESCRIPTION 2x4 NO.2SPF 1313 PSI BUILDING DESIGN CRITERIA REVISED DA TE: ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 NO. 1 SYP 1500 PSI S1 OF S6 COLUMN PLAN 2x4 2100f MSR SPF 2100 PSI BUILDING CODE NYBC 2020 REVISED DATE: ---- S2 OF S6 TRUSS/BRACING PLAN 2x6 NO. 2 SPF 1 138 PSI USE GROUP U I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS 2x6 NO. 1 SYP 1350 PSI CONSTRUCTION TYPE VB BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT S3 OF S6 TRUSS DRAWING & DETAILS SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S4 OF S6 ELEVATIONS 2x6 2100f MSR SPF 2100 PSI RISK CATEGORY I PROFESSIONAL ENGINEER. 2X6 2400 MSR SYP 2400 PSI BUILDING AREA 2520 SQ. FT. Date 2022.02.0 SS OF S6 SECTIONS & DETAILS S6 OF S6 SECTIONS & DETAILS 2x8 NO. 1 SYP 1250 PSI ROOF SNOW LOAD 20 PSF � 2x8 2400 MSR SYP 2400 PSI GROUND SNOW LOAD 20 PSF 08:25:3-3--061001 2x10 NO. 1 SYP 1050 PSI WIND SPEED (VULT) 130 MPH BENJAMIN J. OBRIST, P.E. ��F NEW 2x10 2400 MSR SYP 2400 PSI WIND SPEED (VASD) 101 MPH ben.zobrist@ollieddesignoes.com ,`Q� \� y0 2x12 NO. 1 SYP 1000 PSI CD 0. I0. 2x12 2250f MSR SYP 2250 PSI DIGITALLY CERTIFIED BY BENJAMIN J.ZOBRIST ON DATE ADJACENT TO SIGNATURE ABOVE.PRINTED COPIES OF i 1 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE CERTIFICATE MUST BE VERIFIED ON Q:3 1/2"x15" GLU-LAM 1650 PSI ELECTRONIC COPIES. 5 1/4"x16 1/2" GLU-LAM 2400 PSI 2 5 114"x 19 1/2" GLU-LAM 2400 PSI �FQA� 102832 PSCALE:AS NOTED FESsl SHEET NO. G1OF G1 3 rOFFICE- C6TCHOGUE, NY 42' - 2x10 (NO.1 SYP) END RAFTER ASSEMBLY JOB NO. 128-109828 (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME —F—71 0 I • I ; I 2x4 BEV. PURLIN I ' I I � Lo TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE I I N • (8) cn 4"STRUCTURAL SCREWS PER CONNECTION �_ • 2 MEMBER END COLUMN EXTENSION OR °0 OVERHANG FRAME 42' - 2x10 (NO.1 SYP) UPRIGHT ASSEMBLY FASTENED TO END O D END RAFTER ASSEMBLY RAFTER ASSEMBLY AS SHOWN AND TO w 2x6 OVERHANG NAILER EACH INTERSECTING WEB. FASTEN TO Z • (7) 4"STRUCTURAL SCREWS HEADER AND FRAMING MEMBER WITH (2) C O 16d R.S. NAILS INTO EACH END COLUMN v � EXTENSION MEMBER OR UPRIGHT. 3-2x6 CORNER COLUMN Z DETAIL B w — — — — SCALE: 1 1/2" = V-0" Z ............................ ....0 0-1 ............................ ............................ ............................ I 42' - 2x10 (NO.1 SYP) DETAIL A O O ( END RAFTER ASSEMBLY 3 SCALE: 1 1/2"= 1'-0" .......................... ............................ ............................ ............................ . =5:: ..:::...:: O . .......... ............................ ............................ ........................ I • I . p C —� - - ( I ' I .:.:....... .. ry — I � I . o .........:: S2 ' O "s;... I I SIMPSON A35 FRAMING CLIP FASTENED <Fr_ 12 \ o D WITH(6) #9xl 1/2" HWH SCREWS IN EACH LEG W `o I� U �3 .................. ............................ ............................ ............................ ............................ ............................ .......................... I (10) 4"STRUCTURAL SCREWS PER CONNECTION V 1 1-J 2 MEMBER END COLUMN EXTENSION OR I-- Q O OO O UPRIGHT ASSEMBLY FASTENED TO END ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ RAFTER ASSEMBLY AS SHOWN AND TO = 0 EACH INTERSECTING WEB. FASTEN TO ............................ ......o..................... ............................ ............................ ............................ ............................ ............................ ......................... HEADER AND FRAMING MEMBER WITH (2) p 16d R.S. NAILS INTO EACH END COLUMN 0 EXTENSION MEMBER OR UPRIGHT. "� X S2 ......�.....�.... ............................ ............................ ............................ ............................ ............................ ............................ ...............0..... 0 o .. I z o .......................... ............................ ............................ ............................ _ _ _ 4 .......... ................... . CD o O 52 �`�'� DETAIL C cn Z o ... ............ .. .o. ..... ...............o ...... ... ....... ....o ....................... . ....... ............. . ...... ............... . ............... ........ SCALE: 1 1/2" = 1'-0" 1 1 1 = Qa Lu CL — — — — — — — — — — — — — — — A 8 LIJ _J 7-4 1/2" 7-6" 7-6" 7'-6" 7-6" 7'-6" 7-6" 7-4 1/2" Z Ir o 11 1- 1- -1 1- -1 1 o _/� V, N N (7 '^ fCHECKED RAWN BY.' STH DA TE.- 1/24/2022 TRUSS/BRACING PLAN BY DATE: 1/24/2022 REVISED DA TE.- ---- REVISED DATE.' ---- REVISED DA TE.- ---- REVISED DA TE.' J. --- ce- TRUSS/BRACING PLAN LEGEND 102832 0-42' 1290-S1 R.C. TRUSSF N 2 - 42' END RAFTER ASSEMBLY SS s -2x4 TRUSS TIES p y 4 - 2x6 DIAGONAL END BRACES DMUST�RE VERIFIED ON ELETROy� L, � ������iSATE 2' �' COPIES EDD IES OF THIS (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DOCUMENT ARE NOT CDNS DERED SIGNED AND 9EALEU < - 2x6 DIAGONAL BRACE W/2x4 T-STIFFENER SCALE: SCALE.'AS NOTED 1' 4' 16' SHEET NO. S2 of S6 i I OFFICE: CENTER 2x4 (NO. 1 SYP) WEB CUTCHOGUE, NY STIFFENER ON TRUSS WEB & — 2x4 (NO. 1 SYP) 'T'STIFFENERS NAIL W/ 3-1/2" HDG R.S. GUN REQUIRED ON THESE WEBS'i JOB NO. 128-109828 NAILS OR l6d R.S. NAILS WITHIN 7 4"OF ENDS & 6"O.C., STAGGERED TRUSS SPACING 7-6" O.C. SECTION A-A LIVE LOAD 20 PSF SCALE: 1 1/2" = V-0" DEAD LOAD 4 PSF CEILING LOAD - PSF o A A TOTAL LOAD 24 PSF 4 � SO — a 8'-3" �— a Lu m O = Z rl/ w Z C d ' 1 v Z 41'-9" L.1J UJ Z 42' R.C. 1290-S ] TRUSS Q SCALE: 3/8"= Y-0" ry ADDITIONAL 2x6 NAILER - lo 9' 4"STRUCTURAL SCREW QV TD 2 THROUGH STRAP INTO TIE p.l Q O >;. ii (3) 1 1/2" R.S. NAILS i� THROUGH STRAP i 60d R.S. NAIL �� ��e • 2' LONG END BRACE STRAP rrW U J � V (4) 2 1/4" R.W. NAILSI l O = Im 20 GA. GALVANIZED 0 BOTTOM CHORDo, PURLIN CONNECTOR :EU OF TRUSS rl-loo o O a� �` ` ADDITIONAL 2x4 TRUSS TIE z 00 (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) v °" EAVES'DEI" "°LESS"Ow". ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL t� z (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) LU 1 = SCALE: 1/2" = 1'-0" Q N oew n. 2x4 TRUSS TIE DETAIL p s w zQ Z DRAWN BY. STH TO DA TE: 1/24/2022 2x4 PURLIN �i /2'' CHECKED BY.• RLT HEADLOK .19"x6.0" FLATHEAD LAG SCREW DA TE: 1/24/2022 (ICC-ES REPORT ESR-1078) REVISED DATE.' -- REVISED DA TE ---- 20 GA. GALVANIZED REVISED DATE. ---- TOP CHORD OF TRUSS o, \ PURLIN CONNECTOR REVISED DATE: ---- F NEwy \N J. I0'o (1) #9x1' HWH SCREW ON PEAK SIDE AND— (2) ND(2) #9x1" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE W TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL sF°A� 02832 �F SSS � (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) mGl :07 2P22) � iuwATE SCALE: 1 1/2"- 1'-O" MU ST BE VERIFIED ONELETR COPIES PRINTEDCOPIESOFTHIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED SCALE:AS NOTED SHEET NO. S3 OF S6 rOFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 0 PSF SOIL BEARING CAPACITY. LOCAL 128-109828 CONDITIONS MAY REQUIRE MODIFICATIONS. PRECAST CONCRETE COLUMN LOWE� COLUMN INSTALLATION 2. CONCRETE FLOOR NOTES: 3/4"ADJUSTMENT ROD a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. • o WITH BASE PLATE 1. INSTALL PRECAST CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM ` COLUMN W,`ADJUSTMENT ROD & DISTANCE OF 10' U UNDISTURBED SOIL �% BASE PLATE IN THE AUGERED PLUS OVERHANG WIDTH. ® TRUSS IN COLUMN � '. HOLE. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. 0— N ;,. SADDLE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING co LAMINATED COLUMN +; :;'; 2. PLUMB PRECAST CONCRETE MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLLu �— a COLUMN IN BOTH DIRECTIONS BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. • "• '* 3. ADJUST HEIGHT UP OR DOWN d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS. O D • WITH ADJUSTMENT HEX ROD 0/ w 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF ( ^ z 4. POUR READ-MIX CONCRETE INTO LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V � FLUOROFLEXTM 1000 HI-RIB STEEL THE HOLE AS SPECIFIED. LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND 2x4 PURLINS @ 24" O.C. TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. V (2100 MSR SPF) FASTENED 5. BACKFILL APJD COMPACT THE 7 W/ 6" HEADLOK SCREWS ANNULAR SPACE THE LOWER COLUMN COLUMN TCI GRADE OW I HAROUND 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING riollZ 2x4 BEV. PURLIN ISOMETRIC AUGERED FROM THE SITE. WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE WIRE MESH CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 FILLER STRIP INSTRUCTIONS. Z 2x6 BEV. FASCIA 5"O.G. GUTTERS T#144 8, 146 FASCIA TRIM 42' 1290-S1 R.C. TRUSS SOFFIT HI-RIB/SOFFIT CAP zci �o J ..:.:::: ...:.:. 2x6 OVERHANG NAILER O = ?;:.;Q NAILER FASTENING SCHEDULE CONTINUOUS OVER CORNER/JAMB o " U (2) 1/2"x5 1/2" M. BOLTS & v> SPLICED AT COLUMN COLUMN COLUMNS (8) 4"STRUCTURAL SCREWS F- ril (3) 16d R.S. NAILS (4) 1 bd R.S. NAILS (2) l 6d R.S. NAI_S (2 EA.SIDE OF SPLICE) (w U `o NOTES: 1.SEE SECTIONS FOR NAILER SIZE/GRADE AND NO. OF ROWS REQUIP,ED O FLUOROFLEXTM 1000 HI-RIB STEEL Z 0 U ( 3 ) ROWS 2x6 NAILERS (2100 MSR SPF) X 7 m FLUOROFLEXTM 1000 HI-RIB STEEL 2x6 UPRIGHT Z O 14'-0" 0- GRADE TO HEEL c oe-> 0 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING LJLJ N AT COLUMN LOCATION r a T#167 TRANSITION TRIM Q N 2x6 NOTCHED NAILER (2100 MSR SPF) 2x10 TRACK GIRT 1 1 1 g _l T#71 TRACK COVER J FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 51 M TRACK I z 7/16"OSB PROTECTIVE LINER 3x4 TRACK BLOCK 13'-0" TO GRADE T#167 BASE TRIM 1 1/2"x2" BLOCK &T#74 (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD T#23 JAMB TRIM Q YELLOW ZINC SCREWS DRAWN BY.' STH 3-2x6 JAMB COLUMN (BEYOND) DA 1/24/2022 5"CONCRETE FLOOR* 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) CHECKED BY., RLT 8" DA TE.- 1/24/2022 GDE SLIDING DOOR HEADER SECTION B REVISED DA TIE.* FINISH RA --- 4"MINIMUM COMPACTED GRANULAR BASE♦ SCALE: 1"= l'-0" REVISED DATE.' --- OR IN SITU GRANULAR SOIL REVISED DA TE.- ---- 360M &370M BRACKETS FASTENED TO MFS REVISED DA TE.- ---- 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M 8, A 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN �F,Of NEW y 21"THICK CONCRETE PAD(2500 PSI MINIMUM). t7�PP�%N J. . 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4" 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" r-- CLI ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. C� PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 2 10 LOWER COLUMN IN ONE OPERATION. FOp�©F 2832 SS any SIDEWALL SECTION A MU ON OPIESHATE MUST BE VERIFIED ON ELETR COPIES PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED SCALE: 1/2"= 1'-0" SCALE:AS NOTED SHEET NO. S5 OF S6 OFFICE: CUTCHOGUE, NY JOB NO. ! 128-109828 Lo • O 2x6 BLOCK BETWEEN NAILERS U NAILED TO COLUMN W/20d GUN NAILS. NAILED 3"O.C. Q— c� FLUOROFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING 2x4 PURLINS (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS a_ w T#16 GABLE TRIM m 2x6 FASCIA O D Z Lu T#194 TRIM (1) 4"STRUCTURAL SCREW THROUGH STRAP z SOFFIT i k0 & INTO BRACE LAMINATED COLUMN z HI-RIB/SOFFIT CAP TRIM / i%/ 2' END BRACE STRAP W/ PRE-PUNCHED CL HOLES (BEND TO FIT) FASTENED W/ i (3) 0.140 x 1 1/2" R.S. NAILS Z 42' -2x10 (NO.1 SYP) —7 END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED 2x6 NAILERS 2-2x6 E.C.E. i / TO COLUMN W/(4) 16d R.S. NAILS 7/16" OSB 1 1 1 42' 1290-S1 R.C. TRUSS LAMINATED COLUMN LuFLUOROFLEXTM 1000 HI-RIB STEEL Z - - - -- - - - - - - - - - - - - - - - - OSB SHEARWALL DETAIL Q — - - - - -- - - - - -- - - - - 2x6 ADDITIONAL NAILER SCALE: 1/2"= l'-O"2x4 TRUSS TIE rv ,.. 1 1 o ............ .............. o ..:.o _ ._•{� F- TOP CHORD OF END LOWER CHORD OF ON ':;:, RAFTER ASSEMBLY END RAFTER ASSEMBLY < �— in w U %0;�- - - - - - - - - - - w Z 7/16"OSB Q/ o �— — — — — — — — — — — — — — — — — —I 2x6 NAILERS ;1 = = ='- -'.I; 2x6 VERTICAL BLOCKS @ COLUMN BETWEEN NAILERS Z m - - - - - - - - - - - - - - - - - -q n. �. c z �- - - - - - - - - - - - - - - - - - PERIMETER OF OSB SHEETS Lu 1 _ NAILED W/1-3/4" RING SHANK Q Lu Lu COIL GUN NAILS SPACED 3"O.C. '1- - - - - - - - - - - - - - - - - -j' S EXTRA NAILERS ADDED —1 BETWEEN STD. NAILERS ;�- - - - - - - - - - - - - - - - - -1; --� (MAX.SPACE TO BE 24") �– – – – – – – – – – – – – – – – – –I• OSB NAILED TO INTERMEDIATE Z Q . SUPPORTS W/1-3/4" RING SHANK - - - - - - - - - - - - - - - - -- - ' COIL GUN NAILS SPACED 6"O.C. �– – – – – – – – – – – – – – – – – _ _ DRAWNBY.• STH DATE: 1/24/2022 •� �' LAMINATED COLUMN CHECKED B Y. R LT 8" DATE: 1/24/2022 :i- - - - - - - - - - - - - - - - - -i: REVISED DA TE: ---- - – – – – – – – – – – – – – – – – – ---- - - - - - - - - - - - - - - - - - REVISED DATE. ---- REVISED DATE.• ---- 4'-0" - - - - - - - - - - - - - - - - - -I. REVISED DATE. ---- as - - - - - - - - - - - - - - - - - ' 2x8 TREATED BASEBOARD I' MFS AST CONCRETE COLUMN OF NEW- - - - - - - - - - - - - - - - - -�' � J. oyo� 18"QS r � � n � 102832 SOFN 7/ 16" OSB SHEARWALL ELEVATION ss 07 ENDWALL SECTION C SCALE: 1/2" l'-O" DIG N_ :.,. . 'TE "i„ATE MUSTDOCUMVERDOCUMIED ONENT NOT COPIES SIGNED AND SEALED THIS DOCUMENT ARE NOT CONSIDERED SIGIJED AND SCALED SCALE: 1/2"= V-0" SCALE:AS NOTED SHEET NO. S60FS6