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HomeMy WebLinkAbout46741-Z �o�g�EFO1��oGy Town of Southold 4/20/2024 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45139 Date: 4/20/2024 THIS CERTIFIES that the building , BARN Location of Property: 1070 Boisseau Ave, Southold SCTM#:. 473889 Sec/Block/Lot: 63.-3-1.3 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. 46741 dated 8/26/2021 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: unheated agricultural storage barn as applied for. The certificate is issued to 1070 Boisseau Ave LLC of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46741 1/21/2022 PLUMBERS CERTIFICATION DATED ut oriz d ignature o�So�Ffot TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • 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#: 46741 Date: 8/26/2021 Permission is hereby granted to: 1070 Boisseau Ave LLC 2412 National Dr Brooklyn, NY 11234 To: construct unheated agricultural storage barn as applied for per Planning approval. At premises located at: 1070 Boisseau Ave, Southold SCTM #473889 Sec/Block/Lot# 63.-3-1.3 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 2/2612023. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 it nspector pF SO�lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlinCa�_town.southold.ny.us Southold,NY 11971-0959 r` a UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1070 Boisseau Ave LLC Address: 1070 Boisseau Ave city:Southold st: NY zip: 11971 Building Permit#: 46741 Section: 63 Block: 3 Lot: 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electric Life Inc License No: 62536ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 28 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 2'x 4'LED 6 Exit Fixtures Pump Other Equipment: Notes: Garage / Barn Wiring Inspector Signature: Date: January 21, 2022 S.Devlin-Cert Electrical Compliance Form SO�jyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - .,INSPECTION. ' ' [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING/ PPING' [ ] FINAL ] FIREPLACE & CHIMNEY [- ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE KS: etoo 12 Y--/ UZAI& UV V DATE q �3 a'°� INSPECTOR OF SOUTyO6 `�' (, -7q i �`- f f TOWN OF SOUTHOLD BUILDING DEPT. eourm,N�' 765-1802 I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: C o Oki DATE INSPECTOR 3e `` pF SOUTyolo 1 �� # • # TOWN OF SOUTHOLD BUILDING .DEPT. °�ycnurm��''� 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG-. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAOO--s-11) [ ] FIREPLACE,-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .. ,00 A�/ C� "oet V oAv 1p+- v4 0 DATE INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� so P.O.Box 1179 54375 State Route 25 ®�� ®� 'Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2024 Mr. Charles W. Southard Jr. 435 Bay Home Road Southold, NY 11971 Re: Approved Site Plan for Boisseau Avenue Farm 1070 Boisseau Avenue, ± 50' n/e/o Hummel and Boisseau Avenue, Southold SCTM#1000-55.-6-37.1 -- No w (P3 - Dear Mr. Southard: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspections made February 7t", March 4th and March 21, 2024 regarding exterior lighting. The site is now in conformance with the approved Site Plan entitled "Boisseau Avenue Farm" prepared by Charles W. Southard dated March 10, 2021 and last revised July 23, 2021. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. R�YeKs�pect 'llyA—A ?-- James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 46741 1070 Boisseau Avenue 3. Placard Photos 1 I � i t G i A .) ...M � -jAaa+Jp,Tjarma UN 6 q 3 3 �.a Q FIELD.'INSPECTION REPORTcoNTs' Mi FOUNDATION(1ST) *] ------------------------- ........ .. 7 77 FOUZiDATION(2ND) vilwil G cn ROUGH FRAMING: PLUMBING: ` INSULATION.PER N.Y. y STATE-ENERGY CODE Co IO► r/ 7vie6/ Sr.vYYpet,ICA wk44. v., FINAL f ti ADDZT;ONAL Cf}NI1� fTS'. •' �S 0 0 ���.1}roz'�J�--=/�.:��,13L�f�>,�ZG's�✓'L"+:��r�L-��� _�-=�`� �">>`=� tir _ __���;w;i�+r-". n;K-ol p lann i . 0 rQV r� ,, � oo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.southoldtownnv.vgov Date Received APPLICATION FOR BUILDING PERMIT-- For Office Use Only { PERMIT NO. Building Inspector: "` `a MAR 34. 2021 ° Applications and forms must be filled out in,their,entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owinees Authorization form(Page 2)shall be completed. - - Date:March 9, 2021 OWNER(S)OF,PROPERTY: Name: 1070 Boisseau Avenue LLC SCTM # 100 l Project Address:850 Maier Place, Southold r Phone#:(917) 418-7953 Email: Mailing Address:P.O. Box 73, Orient New York 11957 .CONTACT PERSON: Name: Eletherios-Kougentakis Mailing Address:P.O. Box 73, Orient New York 11957 Phone#:(917) 418-7953 Email:ekougentakis@gmail.com DESIGN PROFESSIONAL INFORMATION:. Name:Charles W. Southard Jr Mailing Address:435 Bay Home Road, Southold, New York 11971 Phone#:631-553-2340. Email:cwsarchitect@optonline,.net CONTRACTOR INFORMATION: Name: Lanmark Group, Inc. Mailing Address:2125 Mill Ave. Brooklyn NY 11234 Phone#:(347.) 462-4000 Email:info@lanmarkgc.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration Repair Demolition Estimated Cost of Project: $#Other — y $60,000 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? ❑Yes No 1 \ r , PROPERTY INFORMATION Existing use of property:farmland Intended use of property:farmland Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. g Check Box After Reading: The owner/contractor/design professional is responsible for all"drainage and storm water issues as provided by Chapter 236 of the Town Code-:'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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the"New York State Penal Law. Application Submitted By(print name):Demetra's Bio-Farm, LLC BAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) Eleftherios Kougentakis being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Member of Demetra's Bio-Farm, LLC (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. BARBARA CURRY Sworn before me this Notary Public,State of New York Reg. No.01CU6178066 Qualified.in Kings County day of MO K- CommL is pres November 119,29C 9,20 � �� �i Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Eleftherios Kougentakis (Manager of 1070 Boisseau Ave"nue LLC) residing at 1155 Windward Road Orient, NY 11957 do hereby authorize Demetra's Bio-Farm, LLC to apply I on my behalf to the Town of Southold Building Department for approval as described herein. f 9 Owner's Signatur Date 1 Eleftherios Kougentakis, Manager Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 O��QF SOUlyOI Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) O Southold, NY JL .1L Telephone: 631 765-1938 '! T www.southoldtownny.gov O �� lyc4UNi`l,�c� PLANNING BOARD OFFICE 2 �� TOWN OF SOUTHOLD D August 10, 2021 AUO 3 2021 BUILDrNG DEPT. Mr. Charles W. Southard Jr. TOWN OFS(XjT'zl,)LD 435 Bay Home Road Southold, NY 11971 Re: Approval — Site Plan for Boisseau Avenue Farm 1070 Boisseau Avenue, ± 50' n/e/o Hummel and Boisseau Avenue, Southold SCTM#1000-55.-6-37.1 Dear Mr. Southard: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 9, 2021: WHEREAS, this agricultural site plan is for the proposed construction of a 1-story 2,520 sq. ft. building for agricultural storage and no basement, two (2) 96' x 30' greenhouses, a gravel access road located on ±16 acres of farmland in the R-80 Zoning District, Southold; and WHEREAS, on March 15, 2021, Charles Southard, authorized agent, submitted incomplete materials for Site Plan Application review and was required to submit to the building department for a Notice of Disapproval; and WHEREAS, on May 27, 2021, Charles Southard, authorized agent, submitted revised site plans and materials for Site Plan Application review; and WHEREAS, on June 7, 2021, the Planning Bound accepted the application as complete 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 Boisseau Ave Farm Page 2 August 10, 2021 WHEREAS, on June 7, 2021, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board waived the requirement for a public hearing regarding this application involving uses strictly related to agriculture (but excepting retail winery operations); 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 waived certain application requirements of§ 280-133 for this application involving uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on July 1, 2021, a Notice of Disapproval was issued for the subject application; WHEREAS, on July 1, 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 July 7, 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 8, 2021, the Southold Town Fire Inspector stated there were no objections to the proposed site plan; and WHEREAS, on July 9, 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; 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 22, 2021, Charles Southard, authorized agent, submitted specification details for the proposed earth floor greenhouses; 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 WHEREAS, on July 27, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage and Greenhouses as permitted uses in the R-80 Zoning District; therefore be it Boisseau Ave Farm Page 3 August 10, 2021 WHEREAS, on August 5, 2021, Charles Southard, authorized agent, submitted revised site plans showing updated exterior lighting and storm water management details; 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 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 approves the Site Plan with conditions, listed below, to the site plan entitled "Boisseau Avenue Farm" prepared by Charles W. Southard dated March 10, 2021 and last revised July 23, 2021 and authorizes the Chairman to endorse the Site Plan and the following pages: 1. S — 1: Site Plan 2. P1 model exterior lighting specifications sheet Conditions 1. Access to the farm and future retail area from Boisseau Avenue shall be from the access road as shown on the approved site plan. Temporary access over the existing driveway to the south is permitted until the new access driveway is constructed. Any additional formal access points to Boisseau Avenue must be approved by the Planning Board prior to installation; 2. Contact the Office of the Town Engineer at(631)765-1560 prior to installation of any drainage structures to set up an inspection schedule; 3. All exterior lighting on the property shall comply with the approved site plan and the provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 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. Boisseau Ave Farm Page 4 August 10, 2021 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. 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. Respectfully, Donald J. Wilcenski 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: t -VY--k $Applicant Date: � Signature: � 2--� OF SO!/T�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �yCOUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD July , 2022 1070 Boisseau Ave LLC 1070 Boisseau Ave Southold, New York 11971 TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Underwriters Certificate. _Final survey with location of completed barn/,�C e c tat Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) X, Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802)/ L. Storm Shutters required for all glazing Energy Test Results and Manuals J & S are required. Final elevation certificate fro surveyor. Spray Foam Insulation ertification from a NYS licensed architect or Engineer Placard require &Y P � VZ BUILDING PERMIT: 46731-Z Barn S�FFol BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti To PHall Annex - 54375 Main Road - PO Box 1179 JAN 1 8 2022 _ �;, F Southold, New York 11971 0959 BULL JINN Telephone (631) 765-1802 - FAX (631) 765-9502 MN OF saUT bA&rra-southoldtownnv.pov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1-18-2022 Company Name: Electric Life Inc. Electrician's Name: John Calabrese (Cell #516-643-0423) License No.: ME-62536 Elec. email:johncalabrese60@gmail.com Elec. Phone No: 631-886-2884 p I request an email copy of Certificate of Compliance Elec. Address.: 27 Gabriel Mills Road, Wading River, NY 11792 JOB SITE INFORMATION (All Information quires) Name: Demetra's Bio-Farm �0-20 , o)j5(fat4 (�) Address: 1070 Boisseau Ave., Southold, NY 11971 Cross Street: Sound Avenue Phone No.: 917-418-7953 Bldg.Permit#04.-A2 `�1 email:demetrasbiofarm@gmail.com Tax Map District: 1000 Section:63 Block:3 Lot:1.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installed 30 outlets, 6 interior lights &4 exterior lights in unfinished commercial building (barn). Square Footage: 12,520 Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES a NO Issued On Temp Information: (All information required) Service SizeFv-,I1 Ph❑3 Ph Size: 200 A #Meters.' Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H-Frame Pole Work done on Service? FJY N Additional Information: PAYMENT DUE WITH APPLICATION /' ,, SVfFpj BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o To Hall Annex - 54375 Main Road - PO Box 1179 H JAN 1 8 2022 Southold, New York 11971-0959 o� Ol, suj,�,,.; Telephone (631) 765-1802�- FAX'(631) 765-9502 V �Odrr southoldtownny.gov — seand(a-southoldtownny.go'v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1-18-2022 Company Name: Electric Life Inc. Electrician's Name: John Calabrese (Cell #516-643-0423) License No.: ME-62536 Elec. email:johncalabrese609gmail.com Elec. Phone No: 631-886-2884 0 I request an email copy of Certificate of Compliance Elec. Address.: 27 Gabriel Mills Road, Wading River, NY 11792 JOB SITE INFORMATION '(All Information quired) Name: Demetra's Bio-Farm ��?� , Address: 1070 Boisseau Ave., Southold, NY 11971 Cross Street: Sound Avenue Phone No.: 917-418-7953 Bldg.Permit#!N-.A7 1``1 email:demetrasbiofarm@gmail.com Tax Map District: 1000 Section:63 Block:3 Lot:1.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installed 30 outlets, 6 interior lights &4 exterior lights in unfinished commercial building,(barn).' Square Footage: 12,520 Circle All That Apply: Is job ready for inspection?: 0 YES❑NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑ YES � NO Issued On Temp Information: (All information required) Service SizeFvl1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals n 1 2 H-Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION - `� , ,IV PERMIT# Address: Switches l Outlets 1 ' GFI's \1 Surface Sconces H H's U C Lts 1 Fans . ,... .,..; ,.,Fridge HV1/ N".. .. Exhaust Oven W/D Smokes DW Mini. Carbon ;`IVlicrb. .... Generator Combo:,. ... Cook-top Transfer AC . AH Hood Service ve Special:. : Amps ` " Ha 'Gsetl ' Comments: � j RECEIVED JUN'16 2021 F. I'R It TERNAL USE UNLY �_;"thald Town h t S E DETERMINATION Planning Board SITE PL. �. _ ln•ifial oetermination 1 - ate Dater — D _ LO { Projeot mame: -- project Address: _ Zoning District: _ Suffolk Cvunfj� Tex Map-Ro.:1-00.0-5 — Re est� 1 � licat nand supporting documentation"aQ to (t\lote: Cop}+t of 6�uildirtg�Permit AAP proposed use or uses should be submitired.) initial Deterrriination as to whether use is permitted: • int. tnittal•Detertnination as to whether site plan is r equi • I g Signature o- - lnspector Nanning Department(P.D.)Referral: � I (o �, jJ_ Date of Comment .6 �. ----�.- P.D.Hate Received: _ - rnmr�nts: Q nni Signature of Pi g Dept.-Staff Reviewer Final Det6rMLItiaflon Date: � ! - •. • Decision: o'---ohira of Rialdina In-nec:tor FORM NO. 3 i TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 24, 2021 TO: Eletherios Kougentakis PO Box 73 Orient,NY 11957 Please take notice that your application dated March 30,2021: For permit to: construct a barn building and(2) greenhouses at: Location of property: 1070 Boiseau Avenue, Southold,NY County Tax Map No. 1000—Section 63 Block 3 Lot 1_3 Is returned herewith and disapproved on the following grounds: e Pursuant to Article XXIII Section 280-127 the proposed uses require site plan approval from the Southold Town Plannin Board. You may now a ly to these agencies directly. Auth z ignature 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 TAX MAP NUMBER: 1 000-055-06-37.1S 1000-063-03-1 .1 DEED RECORDED IN LIBER 12837 PAGE 552 Real Property Tax Service Agency 102 FORM SUFFOLK COUNTY CENTER RIVERHEAD, L.I., N.Y. 11901 265 goo Zoo TOWN OF 0 �W SOUTHOLD 16 (DRAINAGE d6 AREA) 10.1 A �0�a a 140 a o w 19 139 FOR PCL. NO. aw 01 t00 6za 10o 100 11° 110 139 SEE SEC. NO. 2040 too too too p o 28 0 29 0 30 0 063-03-001.3 21 23 0 24 25 26 20 100 110 tto w MATCH LINE 37 103f o 100 too 100923 100 cos MATCH LINE 1 N 97 19g 201 �o N22 N w 0 200 �0 , 2,00 3�, 2p2s TOWN OF O IN gpS REOHAR wwww c 296 00 T 10 16A W O 1.3 '5 16A(c) �yo 3Po p10 N 13 ,j�Os 99 �00 391 a6 2 11 P N 5.7 1.2A(c)o w o 0 250 500 1 ,000 Feet ASSEMBLED AND RETIRED 1000-055-06-37.1 AND 1000-063-03-1 .1 REPLACED BY 1000-063-03-1 .3. OWNER: 1070 BOISSEAU AVENUE LLC BY DEED 12837-552. MAPPER: J de Blasi CHECKER: DATE: 05-18-2021 RPTSA 101 FORM Charles W. Southard Jr. Registered Architect 435 Bay Home Road Southold, New York 11971 Phone (631) 471-5228 cwsarchitect@optonline.net May 20,2021 Town of Southold Building&Planning Departments Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold,NY 11971 RE: Boisseau Ave Farm 850 Maier Place Southold,New York 11971 Tax Map# 1000-63-03-1.1 & 55-06-37.1 Attached; Copy of Applications (1) Site Plan (4) Barn Plans Chuck Nunemaker, Amanda From: Southard <cwsarchitect@optonline.net> Sent: ursday,August 19, 2021 4:17 PM To: Nunema ce , anda Subj RE: B ve arm My client of Boisseau Ave Farm has decided not to construct any greenhouses. Please process the permit we applied for for the Barn Thanks Chuck n August 19,2021 at 8:41 AM "Nunemaker,Amand a.Nunemaker@town.southold.ny.us> wrote: Thank you for the additional application. I can't except the second attachment from the manufacturer, it has to an actual letter certified by a NYS engineer and I will need (4) plans/specs for the greenhouse. From:Southard<cwsarchitect@opton line.net> Sent:Wednesday,August 18, 20212:19 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: RE: Boisseau Ave Farm Amanda, Attached are the applications and plans for the greenhouses at Boisseau Ave I contacted the manufacturer and attached is an email from the manufacture with the requirements for them so they can comply with our loading requirements Please advise if this is whats needed and I will come in with hard copies Thanks Chuck On August 10,2021 at 1:56 PM "Nunemaker,Amanda" <Amanda.Nunemaker@town.southold.nv.us>wrote: If the greenhouses will be going up every year then they do need permits. The only time they will not require permits if they are only going up for less than 6 months for one time. 1 • J From:Southard<cwsarchitect@optonline.net> Sent:Tuesday,August 10, 2021 1:51 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE: Boisseau Ave Farm These "greenhouses have no foundation, poly roof,walls and.are temporary. I was advised they don't need permits The Barn has no heat or air Thanks Chuck On August 10, 2021 at 1:35 PM "Nunemaker,Amanda" <Amanda.Nunemaker@town.southold.nv.us>wrote: I only have plans for the original barn building. Since that original application they have added on two greenhouse so I will need separate application for each of those along with plans. Will the barn building be conditioned? From:Southard <cwsarchitect@optonline.net> Sent:Tuesday,August 10,2021 12:35 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE: Boisseau Ave Farm Thanks Chuck On August 10,2021 at 11:47 AM "Nunemaker,Amanda" <Amanda.Nunemaker@town.southold.nv.us>wrote: Planning has to send me down their approval, not sure how long that will take. I will get the file and see what else we need to move forward. From:Southard<cwsarchitect@optonline.net> Sent:Tuesday,August 10,2021 11:29 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>; 2 'i Kougentakis Eleftherios<ekougentakis@gmail.com> Subject: Boisseau Ave Farm We received site plan approval last night. Have you had a chance to look at the Barn drawings? We would like to move ahead as quick as possible. Do you need any additional information from me? Thanks Chuck ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 Job Mark Quan Type Span Pl-Hi Left OH Right OH Engineering 1290-42' RC-4116 4408040004109 2 1 RC66 410900 4 0 0 KW r 20-10-8 1 20-10-8 Ho 1-3-8 I4 w D f �. � #ll.zsxll.zs 4 n 7VVi. �V SPL C E SPL 5� W4 ���� #2.5x5 T1 T2 #2.5x5 8- CIO Ly� B W5 W6 W7 F ]fr183C�2+PII - x16.25 W2 W3 &18G-MN18-7.5x16.25 W8 W9 W1 _ G ' KJ- L I M B1 #8.75x8.75 418.75x8.75 II2 H #5x6.25 -1 S1 S2 #5x6.25 {� &18G-IIMN18-7.5x16.25 #18G-MS18-7x16 #18G-MS18-7xl6 &18G-MN18-7.5Ix116.25 BC 21-0-4 20-8-12 41-9-0 - EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.166"=1' MiTek® Online Plus- APPROX. TRUSS WEIGHT: 430.2 LBS Online Plus -- Version 30.0.069 BC V 0 0 0.0' 41.8' Jt Type Pit Size X Y RUN DATE: 05-MAY-21 B MN20 2.5x 5.0 Ctr Ctr LC# 3 NonStandard Loading C# MN20 11.2xll.2 Ctr Ctr Southern Pine lumber design Dur Fctrs - Lbr 1.60 Pit 1.60 D# MN20 11.2xl2.5 Ctr Ctr values are those effective plf -. Dead Live* From To E MN20 11.2x11.2 Ctr•Ctr 06-01-13 by SPIB//ALSC UON TC V 41 0 0.0' 41.8' F MN20 2.5x 5.0 Ctr Ctr CSI -Size- ----Lumber---- BC V 0 :0 0.0' 41.8' M# MN20 5.Ox 6.2 Ctr Ctr TC 0.93 2x 8 SP-2400f-2.OE TC N 0 128 0.0' 20.9" S1 MS18 7.0x16.0 Ctr Ctr BC 1.01 2x 8 SP-2400f-2.OE TC N 0 90 20.9' 41.81, L# MN20 8.8x 8.8 Ctr Ctr WB 0.57 2x 4 SP-#1 J# MS18 7.0x16.0 Ctr Ctr ,WG --- 2x 8 SP-#1 Membr CSI P Lbs Axl-CSI-Bnd' I# �MN20 8.8x 8.8 Ctr Ctr -------Top Chords----------: S2 MS18 7.Oxl6.0 Ctr Ctr Brace truss as follows: A -B 0.93 10655 C 0.18 0.75 Hit MN20 5.Ox 6.2 Ctr Ctr O.C. From To B -C 0.73 10255 C 0.27 0.46 TC 24.0" 0- 0- 0 41- 9- 0 C -D 0.42 10051 C 0.15 0.27: # = Plate Monitor used BC 72.0" 0- 0- 0 41- 9- 0 D -E 0.42 10051 C 0.15 0.27: Placement Tolerance Used 0.12 in. One 2x4 T-Brace E -F 0.73 10255 C 0.27 0.46 L -D F -G 0.93 10655 C 0.18 0.75 REFER TO ONLINE PLUS GENERAL Attach-to 1-1/21' edge w/10d --------Bottom Chords--------= NOTES AND SYMBOLS SHEET FOR nails at 6" o.c. T-Brace A -M 1.01 9946 T 0.86 0.15 ADDITIONAL SPECIFICATIONS. must cover 90% of web length M -S1 0.86 9983 T 0.72 0.14 and have a MOE >= 1.40E6. S1-L 0.86 9983 T 0.72 0.14 NOTES: L -J 0.34 8049 T 0.33 0.01 'Trusses Manufactured by: psf-Ld. Dead Live J -I 0.34 8049 T 0.33 0.01 Morton Buildings , Inc. TC 9:0 20.0 I -S2 0.78 9983 'T 0.41 0.37 -. Analysis Conforms To: BC 0.0 0.0 S2-H 0.84 9983 T 0.41 '0.43 TPI 2007 TC+BC 9.0 20.0 H -G 0.98 9946 T 0.41 0.57 Run vertical thru bottom chord Total 29.0 Spacing 90.011 -------------Webs------------- Joint J Lumber Duration Factor 1.15 B -M 0.07 581 C NOTE: USER MODIFIED PLATES Plate Duration Factor 1.15 M -C 0.25 310 C:, This design may have plates Fb Fc Ft Emin C -L 0.40 1507 C selected through a plate TC 1.00 1.00 1.00 1.00 L -D 0.39 2359 T 1T-13r monitor. BC 1.00 1.00 1.00 1.00 J -D 0.22 1323 T Max pomp,7,,f6rce 10655 Lbs D -I 0.57 2359 T Max-tens. force 9983 Lbs Total Load Reactions (Lbs) I -E 0.40 1507;C, Conneol�qr Plate Fabrication Jt Down Uplift Horiz- E -H 0.14 `117$! Tolerance = 10% A 4540 1607 G 266 R H -F 0.07 581"C. 'L'his'.truss is designed for a 4 G 4540 1258 G creep fgptor of 1.5 which G = Gravity Uplift TL De£1 -1.02" in M -L L/479 is used to calculate total LL Defl -0.61" in M -L L/803 Toad deflection. {Jt., Brg Size Hz Disp LL DL TL 4 A 5.5" Jt G 0.24" 0.16" 0.41" 7 G 5.5" Shear // Grain in A -B 0.67 LClr=` 2 Dead Load Check Plates for each ply each face. 3urlFctrs - Lbr 0.90 Pit 0.90 Plate - MN20 Gross Area plf•',- Dead Live* From To Plate - MS18 Gross Area TC V ' 68 0 0.0' 41.8' Plate - MN18 Gross Area Onli6e Plus-©Copyright MTek®1996-2017 Version 30.0.069 Engineering-Portrait 5/5/2021 10:27:51 AM Page 1 FROFERT'*� INFORKAsTION: Charles K 5outhard Jr. x or Owner: IO'TO Boisscou Avenue, LLC Unheatedt �, G.I. Inlet grate, to grado I TE r-..,7 Address: P.O. Box 13 b i BARN/ oloctrlc6l''panel ! } ` ' ' 1 Orient, NoN York 11151 diesel tank pod ------- 455 Bay Horne Road t ' -- ------------------ ---------- ----Suffolk County Tax Map #; 1000-63-3-1.1 55-06-57.1 Zoning: "R-50 0 a o el d 0 allow 4" for Southold, New York 111-71 WELL final adjustment Proposed Use: Forrn/Ro5ldentlol Phone: (650411-5225 of casting Phone.. (650553-2340 o SITE 1.�EVELOF TENT DATA: solid p rr_'o5t 6 x roof drain min 6" dia. pror-oE t dome 51te Area Unheated orj ' PVC, 5DR 35 BARN # 1000-63-3-1.5 16.0205 acres 15" ROF or 0CP between pools D 11 El 1:1 E 0 0 E]El 0 grovel roadNoy =21,3:23 scL. ft o a o oll d r ' ; 10' dia precast E f�El EJ El 1:11:11:1 El 0 Building Area : Agricultural storage 2520 sf Unheated Born S:Aleaching ring 0 El E El El El D El El 0 .TEST HOLE grovel parking =2,500 scL. ft scir filter fabric QL Diesel Tank Foci =50 scL. ft P Pe- 0 El El El El E El El E1.0 Bockfill material to be clean Irrigation Well greenhouse, Orav I sand and gravel 0 1:1 D 1:1 El D El El El 0 1, 15" ars containing less than 15% fine 0 0 7 El 0 El El El El 0 Fence = .2050.66 lin. ft. sand silt and clay. JX > (2) Greenhouse 516 x 50' Gate b _ �'`, ' t } J_� J Material to be imported If native. 0 1:1 El El El D El El El 0 E materials are Z�RAINAOE (0_'.1ALCULAT1ON5: determined to be unsuitable by 0❑0 111:1 ❑El ❑El E❑1:1❑El 0 iv LIS' HTINC-.7 Af;�',E:A FLANTE5T HOLE engineer.area Material area run-off coof. Rainfall volume \/.F. clbx3o the eng 0 El L1 0 D D 1:11:1 El 0 Scale I"- 50' Born shingle 2520 100% =.167 = 420.54 c.f. b greenhouse E Gravel loose g (2) 25aO gravel 2500 100% =.167 = 41-1.5 r,.f.. Use (5) 9 10, dia XCI, deep Precast Bottom of Pool Greenhouse poly 100% =.167 = ct61.11.2 c.f. 75.5 of Footing Ring Roadway loose, grovel 21323 100% =.167 = 3561 c.f. 52.04 of Use (5) @10' diox 11' dia "Ila' dia x Ty Leachine Pool (( t e i r 10 0) ----------- Use 10' dia. Rings @ 65.42 c.f./ v.f. = 5561.2 c.f. concrete Niqh- out area 2©-x20' ----------- 61 door f once L16HTING NOTES: i IF----------------------------i i er In )s A, 1. Lighting fixtures sholl be; soil stockx5p A A. Llthonlo N57 LED Architectural Noll Sconce pile area 50' , 1500 Lumens .2-100K p corrosion-resistant polyester powder finish, full cutoff ------- - E�Af ZNf=LAN I light f ixtures mounted on vqo 11 12' above grade ---------- ---------- N ad�41 O o. &, 2. All outdoor lighting fixtures shall be, shielded on the, tops ooq Scale I"= 30' and sides (full cut--off) and forward throw. Lithonia Model NST LED -10 lell ----------- - � !! 1 iN 49 ev NORTH 45cl sp CUE 8 • 5d 371 011E 138.63 .20.46 ,35 $ 0" PLAc � } it 11 �? 1 ; 1' `:? ' 1 j '+ 1, } i jl ' .4- `" '1 w'.16 n 1�GL c­k V�z ` 1 , ' 1 ' t ' S' '' } , S} 1---l t . ;` ' } 1, S 1 t} 1 4 i j, 1 t ' `} 1 y 7o8 t i 1 ��_3 P)ELD Legend ....... site, Utility Pole 4 Motor (00.00) Existing Elevation underground 61ectric,, iu I 00.00 'Proposed Elevation service 5.2544 acres Top of curb T.G. Top of grate 5fte "C', Elev. Elevation 'k .1 ; 0 H.P. High point 0 A V \ 'i i._.. 1 . _,? 1 j !j j' !t 1 �, ; `I '� m electrical pone dlesel to k ad z pproximate 5 57d .2cli 5011E 2cf(o-241 location of 12,` !a? Ll kNELL } i ` } } � i � �,1 �_ ' ,j � '1 ' ' s 1 t � �, ` � - - - - - - - - - - - - - underground on tal CA pipe roOx4 10' _J Grave I Ar-coss Road a LIthonla Model 1615T LED11 11 1 "! Vol 10' dia xct, deep 10' dia xcl, deep TE! HOLE 10' Clio X1, deep Farmland 51te, Development a I dia XCI, do 1.,JkL 10' dia e lo .3\ 10' lax `, TEST HOLE X N 00 reenhouse _10al 35 10.11 '10 w concrete wash- k > ..... 10 CC deep out arocf L-----J soil stock 0A q pile oreaf Site "All J: Lu � Future Farmland Ttr UNV%PV*5NM rULWANT TO EMMMID TOWN CODE Sr_=3N S­;� '41(M ACKNOINLEMES THAT THE CONDMONS CF TIM SITE*"%I. PLAN N 8d 4bJ 00 APPF OVAL SET FO-M rq THE MOUMON OF APPROVAL DATED >no 2-k AnE AccErm(m coNDITIeNs oN RrsoumoN). utility Pole # 1000-65-3-1.1 10.1661 or-res 110 S6 L_tic� � k, # 1000-55-06-3-1.1 5.2544 acres PLEASE PRINT NAIME 2S0_�AK!�S Bolsseau Ave Form AUTHObUZED SIGNATURt. TITLE DATE APPRCVED BY TOWN OF Sf IIHOLD PLAINNING BOARD CHAZ'PEI,-SO6N SIGNATURE DATE NOTE:Pi w-ared ofte dnvbpmmt V!qA ft!l be vaEd for a period of Onliteeu(le) 64 t-*e of a.-7*cmi vi per code wd"2T5-132A. 550 Molor Place 5outhold, NY 1197I z TM# 1000-65-5-1.1 TM# 1006-55-06-51.1 March 10, 2021 F D April Icl, 20:21 N '7d 51 TE FLAN J,, AO loy 12, 2021 AD Scale I"= (00, JUL 2 7 Z021 my 23,2021 -106 7 L Planning Board z of I qlls1aq 4, , n dA:�o n l oca 1 + rO 1,FCM TOWN OF sallnlDlD an 60' S.oW M FENCE 0.5E c!3 0.7S o �o NIP +6 ANNE AEFB.lIG ( A I DA L�UNESICA I 5 i I N1 8'FARM ' F.T! 1 OEORGE FABIAN .1 8'FARM FENCE FENCE ICM 1.oN N45 51'OO"II PATRICIA�MOONEY t N v 0,3E 0.5E�FND o - ► j_�_ JAMS P RGAMO N (� 0.8S S'86e ' . 37 00" O.SS LINNG TRUST Co 1 --�►_. _-- 1 ' I JOSH JJANKETIC N FND , E PIN 20.46 I DANK uLus iv 138.63 8'FARM FWD (DEED 21.09'� W FARM FENCE I -_1'�•_�•-M -�_J�__� I ' 1 PAMICFAMI'LY TRUST i FENCE 1 /� v e 0.8S ' CLF SPIKE AIER �'•J- I I I MARGAR�T CODAN p UTR11Y I N 3.1W SET ° 0 "�-_� J 1 �'4+I JEAN L WALIERS 1.es S'8155 50. -�__ _ 1 I �M] � o� cn L J t ' 1 11 I M � i c�Ind ------------- 7 5 ' SPIKE w � � w 2 ACMAL W FARM SET OPEN FARM AREA,FALLOW FIELD FENS 8'FARM FENCE ,� � R.C.B. 0.0 .L1 LMUTY POLE 1 STORY N CLF M FRAME BUILDINGSTEEL 2. CJ� 0.7E CLF CV TANK OONC 0.3E 0,2 10 f 1.oE APRONPIP ttt SPIKE 8 FEN E yC'' d o S87°29'50"E 296.24' 1 1.4W y .- qz!I of ir � OPEN FASUBJECT PARCEL RM AREA FALLOW FlEID 8'FARM 3 + S ET - - 1 �' unuTY LU SCTM:IMO-083.00-0300-001.003 10.7't PANEL FENCE 19B.311 g 8 aow POLE L 7 LOT AREA 1.5E 8'FARM (2)RR 0'� ,o�" 8'1i6.0 ACRES - o"1.7E FNDS 10.66 322'a3 �� 8'FARM FENCE N10035'DO"W POLE FENCE 099 0 55 SPIKE S7�° SET b 7� ACT00 N08046'10"W M 7EED 720 15.25 b o v <I,Zggl I CM A81e55'40„)y IFND I 391.31' FAD o"a s'a o W Its D POLE $7 4 45 ' ,SPIKE SET ISD to e I n2 N/F ,/- , A U V 1 / 2023 � sUFFOLK COUNTY WATER ,/- 9.38 ACTUAL AunlaRlrY I �L�ggl (10.0'DEED) to N rlU TT,PTENTG I.'rT'T. Y TOWN Grc n:i,r1 3 02 23 23 TAX LOTS MERGED REFLECTED ON THE SURVEY KJM LV 2 11 11 2021 IBARN LOCATION ADDED KJM LV 1 06 16 21 IFENCES LOCATED AND PARCELS COMBINED KJM LV REV DATE DESCRIPTION BY CHK UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH A ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID ''SUBJECT _ CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE PARCEL COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, t Pd t-v YC CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. i r�F 'A. b'f, C, y SURVEYED FOR FARMLAND BOISSEAU AVENUE CERTIFIED TO PROPERTY AT SOUTHOLD FARM SURVEY NOTE; TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. PROPERTY IS A DEEDED PARCEL. �o DEMETRAS B10—FARM LLC. LIBER 12837 PAGE 552 NORTH SHORE SURVEYORS LLC. SFp�A�pS NSSAQUEBOGUE, P.O.BOX 135 DWG KJM SCTM # 1000-063.00-03.00-001.003 vr. NEW YORK 11931 CHKD LV PROPERTY SURVEYED 02/25/21 VICINITY MAP - . SCALE 1"= 100' FILE NO. 20-147 DATE 06/07/2021 N.L3. OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-107073 COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. APPROVED AS NOT D INCORPORATED AS PART OF THESE DRAWINGS. DATi' b B.P.# CQ7 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, FEE: PY: DO.NO T PROCEED WITH DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE NOTIFY BUILDING c.PARTMENT AT FRAMING UNTIL SURVEY U v MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO a65-1802 8 AM TO 4 PM FOR THE OF FOUNDATION LOCATION 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE RESIST BOTH AXIAL AND BENDING FORCES. FOLLOWING INSPECTIONS: HAS BEEN APPROVED. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . C� 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE M �-- FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE 2. ROUGH - FRAMING & PLUMBING 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Lu (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. 3. INSULATION RETAIN STO NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' m 4. FINAL - CONSTR I,.�I, RM WATER RUNOFF SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. �h MUST PURSUANT TO CHAPTER 23 O z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS BE COMPLETE FCC;= c.0. 6OF THE TOWN CODE, CL w (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED ALL CONSTRUCTION, `;ALL MEET THE z WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). REQUIREMENTS OF THE CODES OF NEW Oz YORK STATE. NOT RESPONSIBLE FOR � TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 DESIGN OR CONSTRUCTION ERRORS. 7 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. All exterior lighting L PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH installed,replaced or CLi USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. repaired Shall Conform 1 1 1 COMPLY WITH ALL CODES OF to Chapter 172 U Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" NEW YORK STATE & TOWN CODES of the Town Code AS REQUIRED AND CONDITIONS OF z < <1 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 BETTER. --- SGUTI'^LD PLANNING BOARD LrLJ ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED iHOLD T Vf'N' USTEES ELECTRICAL O z ( AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE INSPECTION REQUIRED �/ p '^-� # AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT m 0 1 U STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. � 0 ;;:... SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME OCCUPANCY OR Q ,- LO STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON USE IS UNLAWFUL U J EXTERIOR. WITHOUT CERTIFICA : Q tW- 0 TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, oe OF OCCUPANCY -' oe CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. A f-j"00 U a- O GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON .� X BOTH SIDES OF THE BUILDING. O 2x4 F 1 F 1 MFS 09/20 (Z O _ O 1 1 1 = 0 N Ce w n- QN Lu y— deer fie mn" EARTHQUAKE DESIGN DATA TABLE tw �pQr Z Q 0.2 SEC SPECTRAL RESPONSE 179 g 1 Q- p//k ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE 05 g DRAWN BY: MLD ACCELERATION (Si) SEISMIC DESIGN CATEGORY B DATE. 4/20/2021 RISK CATEGORY (TABLE 1604.5) I CHECKED BY.' W LM SITE CLASS D BUILDING DESIGN CRITERIA DATE.- 5/3/2021 LIGHT FRAMED WALLS SHEATHED REVISED DATE: ---- BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U REVISED DATE. ---- SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB STEEL SHEETS REVISED DATE.• ---- RESPONSE MODIFICATION FACTOR (R) 7 2x4 NO. 2 SPF 1500 PSI PSI RISK CATEGORY I 2x4 NO. 1 SYP 100 REVISED DATE.' ---- ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL BUILDING AREA 2520 SQ. FT. PROCEDURE 2x4 2100f MSR SPF 2100 PSI ROOF SNOW LOAD * 20 PSF SEISMIC DESIGN BASE SHEAR 800 LBS 2x6 NO. 2 SPF 1138 PSI GROUND SNOW LOAD 20 PSF - 2x6 NO. 1 SYP 1350 PSIC ©f �r � 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 130 MPH P-`` ,I'D 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VASD) 101 MPH �� pRY M. By C, 'Qp 'f SHEET INDEX 2x8 NO. 1 SYP 1250 PSI MAXIMUM DESIGN ELEVATION 1000 FT. * y 2x8 2400 MSR SYP 2400 PSI SHEET # DESCRIPTION *ROOF SNOW LOAD CALCULATIONS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS n 2x10 NO. 1 SYP 1050 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT el 2x10 2400 MSR SYP 2400 PSI G1 OF G1 SPECIFICATIONS &SHEET INDEX Pf = 0.7 x Ce x I x Pg x Ct SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED + 2 U S1 OF S6 COLUMN PLAN 2x12 NO. 1 SYP 1000 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 PROF IONAL ENGINEER. FO�pp,,98626 S2 OF S6 TRUSS/BRACING PLAN I = IMPORTANCE FACTOR = 0.8 '�FESSIQ� 2x12 2250f MSR SYP 2250 PSI Pg = GROUND SNOW LOAD = 20 PSF S3 OF S6 TRUSS DRAWING & DETAILS 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI Ct =THERMAL FACTOR = 1.2 S4 OF S6 ELEVATIONS 3 1/2"x15" GLU-LAM 1650 PSI Pf = 0.7 x 1.0 x 0.8 x 20 x 1.2 = 13.44 PSF S5 OF S6 SIDEWALL SECTION & DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 1.0 - AEL B RD, P.E. SCALE:AS NOTED Ps = Pf x Cs = 13.44 x 1.0= 13.44 PSF cory.byr oL esignoes.com S6 OF S6 ENDWALL, OHD SECTIONS &SHEAR WALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI Psmin = 20 PSF DATE: (, REG.# SHEET NO. Gl OFGl OFFICE.• CUTCHOGUE, NY JOB NO. 128_107073 04 04 -1 N N 04 01 1- 0 "It 2 — 'IT _ I O ;;t 04 ol Fl C14 ul L0 7-4 1/2" 7'-6" 7'-6" 7-6 N co' 7'-6" 7'-6" 7-6' 7'-4 1/2" rl NN n Lu co \N \N 1-911 -911 1 u u C) D 41 u u- 41 z 18"M uj 18"M 24"M 24"M 24"M 24"M 24"M 24"M 24"M CN rl--oo z ZL o 0 a: 0- 10s 10 34'-10 1/2" 18"M 18"M c 34'-10 1/2" 0 co co LjLj 26'-10 1/2" 18"M 1811M 26-10 1/2" u F-- z CL (D ::D LLJ 'c>6 14'-10 1/2" 18"M 1811M 14'-10 1/2" u :D 0 co =D bo < to 6-10 1/2" 18"M 18"M 6-10 1/2" z w o im 0 10 18"M 24"M 24"M L 24"M zL 24"M A 24"M 24"M 24"M 18"M 5-; 01-01, `11 n a n n 01-01. 0,000 0 I I I I QX 0 0 7'-4 1/2" 7'-6" 7'-6" 7'-6" 7-6" 7'-6" 7'-6" 7'-4 1/2" 11 /r N C4 04 04 b u Lu co Lo 1� Lo to COLUMN PLAN Lu 8 z DRAWN BY.- MLD DATE.- 4/20/2021 CHECKED B Y.- W LM DATE.' 5/3/2021 REVISED DA TE REVISED DA TE.- COLUMN PLAN LEGEND REVISED DA TE.- D - 3-2x6 LAMINATED COLUMN LOCATION kREVISED DA M � - 3068 MB91 0 PLAIN FLAT LEAF WALKDOOR, OUT SWING, LEFT HINGE WITH CLOSER, LOCKSET M - 3068 MB91 0 PLAIN FLAT LEAF WALKDOOR, OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET fir rl�{yj,0 (D - (2) 12'2-2"xl 2'-1" OVERHEAD DOORS ♦ - SIDE AND END STEEL FASTENED WITH STAINLESS STEEL SCREWS Q - 7116"OSB -SHEARWALL LOCATION (SEE DETAILS ON SHEET S6) 18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21'.THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD WITH AN COLUMN. PLACE CONCADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 8626 RETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN ROUGH OPENING SCHEDULE IN ONE OPERATION. ss 24"M 24" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE UNIT SYMBOLFROM LEGEND WIDTH HEIGHT PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4't THREADED ROD 37 3/4" 311, WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN M 37 3/4" 311, 2' 8' SCALE:AS NOTED 52 1/4" 3'5/8" SCALE: H SHEET NO. IN ONE OPERATION. F10 - 1 4' 16' Sl OFS6 OFFICE.- CUTCHOGUE, NY JOB NO. TO 128-107073 1 g,, R u n n 60d R.S. NAIL n o 20 GA. GALVANIZED r NO BOTTOM CHORD o PURLIN CONNECTOR OF TRUSS n_ .� o• .o w m 0o O Z A 0/ w (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) S2 Q3 Z ................... ... .. .................. ....... CD O ON EAVE SIDE IN HOLES SHOWN. 0- JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 0 Oa C — — — v 3 B Z S2 0 2x4 TRUSS TIE DETAIL .......... ............... ........................... rl--loo SCALE: 1/2" = l'-O" 0 0 LL — — — — — — .. ........................ ............ ......... .... . .. .... . .. ......... ... ....................... .......................... O 04 ... O O ^O �k o o 4 ..... ............................ ............................ .. ... .................... . ...... ...... ............................ ....... .................... ..... .. . ..........4...... _ V O O - - 0 o ........ ............... .. .. .. .. ry ... .. ..... 2 3. .. ........ . . .. ..................... ... .......... . . .. ...... .................... ' - - O LU O m 0 7'-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7-6" 7'-4 1/2" W ADDITIONAL 2x6 NAILER o v o v o �r o v cn W �l N N M '^ d VJ Q N 20d R.S. NAIL THROUGH TRUSS/BRACING PLAN W STRAP INTO TIE 42' -2x10 (NO.1 SYP) J _J (3) 1 1/2" R.S. NAILS THROUGH STRAP � � 2' LONG END BRACE STRAP END RAFTER ASSEMBLY Z (4) 2 1/4" R.W. NAILS I . I ' I DRAWN BY.- MLD I ICI I I DATE.- 4/20/2021 2x4 TRUSS TIE CHECKED BY* W LM 2x6 BEV. FASCIA (6) 4"STRUCTURAL SCREWS PER CONNECTION DATE.- 5/3/2021 2 MEMBER END COLUMN EXTENSION OR REVISED DATE.• ---- 2x4 TRUSS TIE TO END WALL DETAIL UPRIGHT ASSEMBLY FASTENED TO END REVISED DATE.' ---- RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO REVISED DA TE.' ---- • HEADER AND FRAMING MEMBER WITH (2) REVISEDDATE.• ---- 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. 42' - 2xl0 (NO.1 SYP) • END RAFTER ASSEMBLY (7 4"STRUCTURAL SCREWS DETAIL B SCALE: 1 1/2"= l'-0" 3-2x6 CORNER COLUMN �y 98626 TRUSS/BRACING PLAN LEGEND i - 42' 1290 R.C. TRUSS s - 42' END RAFTER ASSEMBLY DETAIL A ' s - 2x4 TRUSS TIES a - 2x6 DIAGONAL END BRACES W/2x4 STIFFENER SCALE: 1 1/2" = 1'-0' 2' 8' SCALE:AS NOTED (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) SCALE: SHEET NO. 1 4' 16' S 2 OF S 6 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. CENTER 2x4 (NO. 1 SYP) WEB 1.) ADDITIONAL 5 PSF INCLUDED FOR FUTURE SOLAR PANEL INSTALLATION. SOLAR 128-107073 STIFFENER ON TRUSS WEB & NAIL W/3-1/2" HDG R.S. GUN PANELS (BY OTHERS) SHALL NOT BE CONNECTED TO OR SUPPORTED BY ROOF STEEL NAILS OR 16d R.S. NAILS WITHIN OR ROOF PURLINS. 4"OF ENDS & 6"O.C., STAGGERED • o SECTION A-A U 2 SCALE: 1"= V-0" N TRUSS SPACING 7'-6" O.C. M 12 LIVE LOAD 20 PSF 0_ ce 4 DEAD LOAD 9 PSF (SEE NOTE #1) m CEILING LOAD PSF O D Z 8-3-0 TOTAL LOAD 29 PSF �/ Z O n a_ V z 1 W Lu U z 41-9-0 z 42' R.C. 1290 41 16 TRUSS O Z SCALE: 3/8"= 1'-0" � p O =� 0 = U 0 �... Q �. o U10 z wZ Q ' o - = o U/ � 1.� O X HEADLOK .19"x6.0" FLATHEAD LAG SCREW 7 O (ICC-ES REPORT ESR-1078) Z Q 2x4 PURLIN c oo, � Z 11,E LJLJ TO )g Q Lu Q to I I n II W a,- �J z Z 20 GA. GALVANIZED TOP CHORD o PURLIN CONNECTOR OF TRUSS DRAWNBY.• MLD ® o DATE: 4/20/2021 CHECKED BY., W LM (1) #9xl" HWH SCREW ON PEAK SIDE AND (2) #9xl" HWH SCREWS ON EAVE SIDE OF DATE: 5/3/2021 PURLIN IN HOLES SHOWN (JOINT MUST BE REVISED DATE: ---- TIGHT BEFORE FASTENING CLIPS) REVISED DATE: ---- 2x4 BUTTED PURLIN DETAIL REVISED DA TE ---- (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) REVISED DATE.' ---- SCALE: 1 1/2" = V-0" of NEPv? w� 626 PO O�P�� FESSI 511��Z1 ("77ALE.'AS NOTED SHEET NO. S3 OF S6 OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY (JOB NOL28 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE -107073 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • o U � c� � M c OC W m OZ L� W Z O 101-01, ED li:l 0- TOP OF WINDOWS TO z GRADE (VERIFY) 1 1 1 1 W 4'-0" 8'-0" I 15-0" i 33'-0" v _ z 0 0 0 0 0 ^ O d N N _ ONo 0 NORTH ELEVATION ryo � U 12 12 Q All 4 T#16 GABLE TRIM 4 •o Z W Q T1 J = O U � O � HI-RIB STEEL SIDING T#21 CORNER TRIM O O T#167 BASE TRIM °' 1 � N Q ui 21'-0" 21'-0" 21'-0" i 21'-0" ui 71 N o O O 1 1 1 g 0 0 C?0 N WEST ELEVATION EAST ELEVATION J Z <C DRAWN BY.• MILD T#5 RIDGECAP DATE.• 4/20/2021 CHECKED BY.* W LM DATE: 5/3/2021 REVISED DATE., --- 5" O.G. GUTTERS REVISED DA TE.• ---- REVISED DA TE.• ---- REVISED DA TE.• ---- HI-RIB STEEL SIDING 1 01, P O T#21 CORNER TRIM WINDOWS TO �� L��� �• By'QO�� GRADE (VERIFY) T#167 BASE TRIM 1 8626 s�o 19'-0" 7-6" 7'-0 1 22'-6" i 4'-0" A / ss\ O N chi Lo O2 8 SCALE.- S NOTED SOUTH ELEVATION SCALE: 11 4' 16' SHEET NO. S4 OF S6 OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-107073 ® CONDITIONS MAY REQUIRE MODIFICATIONS. PRECAST CONCRETE LOWER COLUMN COLUMN INSTALLATION 2.) CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o ® TRUSS IN COLUMN 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM SADDLE WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & DISTANCE OF 10' PLUS OVERHANG WIDTH. c�1 LAMINATED COLUMN • �:.:...•. BASE PLATE IN THE AUGERED c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. a— � UNDISTURBED SOIL : .� HOLE. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING co MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL �—� w TRUSS SADDLE ISOMETRIC 2. PLUMB PRECAST CONCRETE • .' . l COLUMN IN BOTH DIRECTIONS BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. d' d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS. (D Z Lu 3. ADJUST HEIGHT UP OR DOWN WITH ADJUSTMENT HEX ROD 3.) PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Z UNPAINTED GALVALUME HI-RIB STEEL '' : 0 2x4 PURLINS @ 24"O.C. 4. POUR READI-MIX CONCRETE INTO LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF m (NO. 2 SPF), THE HOLE AS SPECIFIED. LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. `7,J 5 BACKFILL AND COMPACT LOWER COLUMN ANNULAR SPACE AROUND HE Z 4.) DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING COLUMN TO GRADE WITH SOIL 2x6 BEV. PURL►N ISOMETRIC AUGERED FROM THE SITE. WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE rVoo I 1 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 INSTRUCTIONS. o 5" O.G. GUTTERS � U 7 Z L 42' 1290 R.C. TRUSS OZ „o o : ..:::::..:.::.. ry (2) 1/2"x5 1/2"M. BOLTS & rvN (8) 4" STRUCTURAL SCREWS O F— I Z wJ t— o FLUOROFLEXTM 1000 HI-RIB STEEL ~' O U � _ Q o m 14'-0" z O GRADE TO HEEL ( CD 0- 4 ROWS 2x6 NAILERS (2100 MSR SPF) O HEADER FASTENING SCHEDULE � N 3-2x6 LAMINATED COLUMN L oe 2-2x6 UPRIGHTS HEADER UPRIGHTS JAMB Q w 2x2 VERTICAL BLOCKING MEMBER COLUMN AT COLUMN LOCATION EA. 2x10 4 4 Q `n 2x6 NAILER ( 1 1 g 2x6 BLOCK (2) 2x10 HEADERS NOTES: 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS (NO. 1 SYP) REQUIRED PER CONNECTION. J T#124 2. PRE-DRILL HEADERS AS REQUIRED Z T#167 BASE TRIM T#129 TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD 2x2 BLOCK O.H.D. ♦ HEADER TO JAMB COLUMN CONNECTION YELLOW ZINC SCREWS T#151 ALUMASEAL IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS SCREWS MAY BE INSTALLED T#154 T#152 IN HEADER SUPPORT BLOCKING. DRAWN BY. MLD 5" CONCRETE FLOOR ♦ 2x3 JAMB (BEYOND; 12'-3 DATE.' 4/20/2021 BOTTOM 2' TREATED)//z/ 8 3-2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM CHECKED BY.* WLM OF 2x6 BLOCK FINISH GRADE 2x6 TRACK BLOCK (BEYOND; DATE: 5/3/2021 4"MINIMUM COMPACTED GRANULAR BASE BOTTOM 2'TREATED) REVISED DATE.' ---- OR IN SITU GRANULAR SOIL OHD HEADER SECTION B REVISED DATE.' ---- 360M & 370M BRACKETS FASTENED TO MFS REVISED DATE.• ---- 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH SCALE: 1" = 1'-0' REVISED DATE.• ---- (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN 21"THICK CONCRETE PAD(2500 PSI MINIMUM). ��-rjf� y0� 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN .f- AROUND EXPOSED REBAR CAGE AND 3/4"x14" 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. r-- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF n LOWER COLUMN IN ONE OPERATION. C� F 8626 �pR�FESSION�� SIDEWALL SECTION A SCALE: 1/2" = 1'-0" SCALE.•AS NOTED SHEET NO. S5 OF S6 OFFICE: CUTCHOGUE, NY JOB NO. 128-107073 • o 2x6 BLOCK BETWEEN NAILERS U v NAILED TO COLUMN W/20d NO UNPAINTED GALVALUME HI-RIB STEEL GUN NAILS. NAILED 3"O.C. N GABLE PURLIN FLASHING 2x4 PURLINS T#16 GABLE TRIM (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS Q_ In oe Z_ x w m 2x4 FLAT STIFFENER O :E Z CENTERED ON DIAG. i� (1) 4"STRUCTURAL SCREW THROUGH STRAP & INTO BRACE Z BRACE FASTENED - LAMINATED COLUMN O W/ 10d GUN NAILS 2' END BRACE STRAP W/ PRE-PUNCHED = i HOLES (BEND TO FIT) FASTENED W/ @ 12"O.C. �� (3) 0.140 x 1 1/2" R.S. NAILS 42' - 2xl0 (NO.I SYP) �� i / 2x6 DIAGONAL BRACING FASTENED END RAFTER ASSEMBLY % TO COLUMN W/(4) 16d R.S. NAILS 2x4 NAILERS 2-2x6 E.C.E. 42' 1290 R.C.TRUSS 7/16"OSB 1 1 1 / 2x4 TRUSS TIE LAMINATED COLUMN ( 1 1 1 1 — — — — — — — — — — — — — — — — — — — — — — v L - - - - - - - - - OSB SHEARWALL DETAIL z � SCALE: 1/2" = V-0" 2x6 ADDITIONAL NAILER Z o = U LOWER CHORD OF TOP CHORD OF END END RAFTER ASSEMBLY � O RAFTER ASSEMBLY E— U10 - - - - - - - - - -'� z � 2 :I Q o �- J = o 7/16"OSB I I' o 2x6 VERTICAL BLOCKS @ — — 2x4 NAILERS x —. COLUMN BETWEEN NAILERS Z(—; - - - - - - - - - - - - - - - -I O — — — — — — — — — — — — — — — — — —i ' ^ 0 •I I• y O PERIMETER OF OSB SHEETS i- - - - - - - - - - - - - - - - - -�' LLJ = NAILED W/1-3/4" RING SHANK = = —'— = = = = — � COIL GUN NAILS SPACED 6"O.C. ( a _._ W :1— — — — — — — — — . . EXTRA NAILERS ADDED _I BETWEEN STD. NAILERS OSB NAILED TO INTERMEDIATE I (MAX. SPACE TO BE 24") >- SUPPORTS W/1-3/4" RING SHANK 1- - - - - - - - - - - - - - —1 Z COIL GUN NAILS SPACED 6" O.C. - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - -I. i I' DRAWN BY.• MLD — — — — — — — — — — — — — — — — — LAMINATED COLUMN I I' DATE.• 4/20/2021 _ _ _ CHECKED BY. W LM 8 '; .�- - - - - - - - - - - - - - - - - -I: DATE: 5/3/2021 FINISH GRADE — 'I I' REVISED DATE.• ---- I- — — — — — — — — — — — — — — — — —I. . REVISED DA TE.• ---- I REVISED DA TE• ---- 4'-0" I I REVISED DA TE: ---- ° 2x8 TREATED BASEBOARD I- - - - - - - - -' - - - - - - - - -I e° e ()F NF , a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). I— — — — — — — — — — — — — — — — — —�• ° 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN ppR yQO '�' AROUND EXPOSED REBAR CAGE AND 3/4"xl4" ,k 18"O THREADED ROD WITH AN ADDITIONAL MINIMUM 1" �, a ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. Co PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. F 626 tv�' �A P�'��FESS�O� ENDWALL SECTION C 7/ 16 OSB SHEARWALL ELEVATION sI(,�z) SCALE: 1/2" = V-0" SCALE: 1/2"= 1'-0" SCALE:AS NOTED SHEET NO. S6 OF S6