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O��guffOl,�coGN Town of Southold 8/26/2023 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44488 Date: 8/26/2023 THIS CERTIFIES that the building COMMERCIAL Location of Property: Whistler Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 12.-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/14/2022 pursuant to which Building Permit No. 47565 dated 3/18/2022 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: aircraft hanger at existing airport as implied for. The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47565 7/7/2022 PLUMBERS CERTIFICATION DATED Autho ' ed Signature v' 11FFDtK�, TOWN OF SOUTHOLD BUILDING DEPARTMENT ce 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#: 47565 Date: 3/18/2022 Permission is hereby granted to: Town of Southold c/o FI Ferry District PO BOX 607 Fishers Island, NY 06390 To: Construct new aircraft hanger at existing airport as applied for, with Planning Board approval. *Restroom facilities to be provided in accordance to NYS Building and Plumbing Codes. At premises located at: Whistler Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 12.-1-18 Pursuant to application dated 2/14/2022 and approved by the Building Inspector. To expire on 9/17/2023. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,930.00 CO-COMMERCIAL $50.00 Total: $1,980.00 Building Inspector pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ roper.richerte-town.Southold.ny.us Southold,NY 11971-0959 Q 1�C0UNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Town of Southold Address: Whistler Ave City: Fishers Island St: New York Zip: 6390 Building Permit#: 47565 Section: 12 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 19 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect 200a Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: "Airplane hanger", 200 a underground service, 4-GFCI circuit breakers, 50a overhead door with 60a main door switch,2-door moters,2-door switches(up/down). Notes: Inspector Signature: i2Date: July 7 2022 81-Cert Electrical Compliance Form.xls 50(/lh° l * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 iNSPECTION [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 VIOLATIO [ ] PRE C/O J REMARKS: ��� DATE � �� Z INSPECTOR ' OE SOUT,yo6 # * TOWN OF SOUTHOLD-BUILDING DEPT. o�y �� 765-1802 INSPECTION ,- I - FOUNDATIONIST [ ] ROUGH PLBG. [ ] F UNDATION.2ND '- [ INSULATION/CAULKIN [Vr 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 Oft 2z INSPECTOR SO(/lyO� - -- - «(YYY # * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN 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 REMARKS: DATE INSPECTOR v OE 50(/T�o� # # TOWN.OF SOUTHOLD BUILDING DEPT., �YCppHry N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r , - REMARKS:- DATE EMARKS:_DATE INSPECTOR 14 pF SOUI,�,°� (� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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 REMARKS: �� �• �- DATE INSPECTOR " MAILING ADDRESS: PLANNING BOARD MEN113ERSPB179 DONALD J.WILCENSKI Sout.O.hold,ox 1NY 11971 Chair OFFICE LOCATION: JAMES H.RICH III GTown Hall Annex MARTIN SIDOR 49 54375 State Route 25 PIERCE RAFFERTY (cor.Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 17, 2023E, E E Mr. John Mealy AUG 17 20 MBB Architects 48 West 37th Street, 14th Floor Building Department New York, NY 10014 TdWn of Southold Re: Approved Site Plan for Fishers Island Airport Hangar Airport Drive, Fishers Island SCTM#1 000-12.-1-18 Dear Mr. Mealy: The Planning Board has found that the requirements for the Site Plan referenced above have been completed based on the site inspection made August 2, 2023 and the Planning Board work session on August 7, 2023. The subject site is in general conformance with the approved site plan entitled "Fishers Island Airways" prepared by Richard'H. Strouse dated November 4, 2020, 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. Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer sfai a C; , saris fitzgerald architect 15 E Pwncry)Amenue,q234 Greenwidi,CT 06830 MAY 3 1 2023 saml-Psfapcnet 77 — 16 May 2023 M i ke Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Airplane Hanger for Jim Ski Elizabeth Field Fishers Island, NY SCTM# 12— 1 -- 18 Dear Mike, Beginning last April I made periodic inspections at the above referenced property. I certify that the foundation piers; framing & connectors; and insulation conform to all applicable building codes and best construction practices. Sincerely, SAM Fl ZGERALD ARCHITECT, PC Samuel W. Fitzgeral 9 NYS License 0293 *0 029 OF NO 1 1 I • • • I i COMMENTS , FOUNDATION(IST ------------------------------------- FOUNDATION 1 , r ROUGH FRAMING PLUMBING ra EWA 1INSULATION PER N.Y. a ENERGYSTATE CODE ( IIIP i ADDITIONAL COMMENTS EMMA • .r o�SUFFO(��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 haps://www.southoldtownngov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DE DD PERMIT NO. `� Building Inspector: FFR" "1 222 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:January 31,2022 OWNER(S)OF PROPERTY: Name:Fishers Island Ferry District -18SCTM#1000-12-1 Project Address:Elizabeth Field, Fishers Island, NY 06390 Phone#:(631) 788-7463 Email:gcook@fiferry.com Mailing Address:P.O. Box 607, Fishers Island, NY 06390 CONTACT PERSON: Name:John Mealy Mailing Address:MBB Architects, 48 West 37th Street, 14th Floor, New York, NY 10018 Phone#:(917) 543-2954 Email: meal @mbbarch.com DESIGN PROFESSIONAL INFORMATION: Name:Allied Design Architectural & Engineering Group, P.C. Mailing Address:100 S. Pershing, P.O. Box 110, Morton, IL 61550 _ Phone#:(309) 263-4105 Email_ben.zobrist@allieddesignaes.com CONTRACTOR INFORMATION: Name:Morton Buildings, Inc. -..-- -..._._.. ....... .. _..._._-_ ...__...___.._..._.__T....__-...__. _...___._......_..-.----__._...... ..........._ ..__. . Mailing Address:563 Southampton"Rd., Westfield MA 01085 Phone#:(413) 562-7028 Email:jon.ryan@mortonbuildings rcom DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $ 350,000 Will the lot be re-graded? ®Yes ❑NO Will excess fill be removed from premises? ❑Yes 8 No 1 PROPERTY INFORMATION Existing use of property:Air ort Intended use of property:Air ort/han ar Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-400 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 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 bullding(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 y(print na ealy BAuthorized Agent ❑Owner Signature of Applica t: Date: February 1, 2022 STATE OF NEW YORK) SS: COUNTY OF lJeW YOWle- ) � /-� 06,Aj cf L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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. Sworn before me this day of 5f:L30rpo-! - ,20 Z-2- Notary Public ' PROPERTY OWNER AUTHORIZATION tx '1 tMe>i�-oe�Nwra�tc, (Where the applicant is not the owner) 0AW0 int4ow'Vb* 'CL) yv � v�� residing at l `� 7� iV ' l � � / ✓ o hereby authorize �-v I QCJ to apply on re.haU,,o,tZheTown of Southold Building Department for approval as described herein. Owner's Signature Date :� Print Owner's Narhe 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to:John Mealy/MBB Architects Disapproved a/c_ykP1__ 48 West 37th St., 14th FI., NYC 10018 Phone:212-768-7676 x13 Expiration F,20 [ \Y/.'�D� `L E V L }j B pector J U L 2 6 2019 "PLICATION FOR BUILDING PERMIT PLANNING AND USE DETERMINATION Date July 9 , 2019 DFo INSTRUCTIONS fie.r,. :\. •.3 'i'•"i.:" Y� 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. Fishers Island Airways LLQ (Signature of applicant or name,if a corporation) 915 Broadway, 19th FI., New York, NY 10010 �.a�:v..�... a_�• v_� sr � :._,. f (Mailing address of applicant) State whether applicant--is3bwner,�lessee, agent;`,architect, engineer, general contractor, electrician,plumber or builder Lessee ��,�,_� ;:.. . . Y, Name of owner of premises Town of Southold (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Brad Burnham, Officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Elizabeth Field, Fishers Island, NY 06390 House Number Street Hamlet_ County Tax Map No. 1000 Section 12 Block 1 Lot 18 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Airport b. Intended use and occupancy. Aircraft hangar 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $300,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 70'-0" Rear 70'-0" Depth 60'-0" Height 43'-9 1/2" Number of Stories 1 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-400 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded?YES_ X NO Will excess fill be removed from premises?YES NO X _ - 14.Names of Owner of premises Town of Southold Address Phone No. Name of Architect Mary Burnham Address 48W37, 14th R., NYC Phone No 212-768-7676 x13 Name of Contractor Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this,property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES _NO_X * IF YES, PROVIDE A COPY. :1otc.y Pubbe-State of New Yota STATE OF NEW YORK) NO.01SA6147503 SS: coca d to New yolk COUNTY OF New York My cotfM adon Eapi " to 4uzz. Brad Burnham being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Lessee (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi :2141 day of J 20 t4 Rotary Public Signature of Applicant VIED FOR INT.ERNAI_ USE UNLY REC I tj I AUG 0 6 2019 SITE PLAN USE DETER[�lt�[�f�T[O ------- Southold Town Planning Board Initial Determination - - Date Sent-.— - Date:�1�`,J - - - - _ _ Project Name: --- . .Q f f��r? � �l fit' �� y-�kt. n Project Address: �q --Uh _- - 0 Zoning District: RAb° Suffolk County Tax Map No.:T00 - - - Request' (Note: Copy of Buildiecmit App((�Pion and supporting documentation-as to . ng P � -proposed use or use, should be submitted.) es -Init(al Determination as to Whether use is permitted: 1001 hitt . tan is required initial-Determ(nation as to whet-her site p - Signature of Building Inspector Planning Department (P.D.) Referral: J� Date of Comment:�f P.(�.Date Received: 8 f�l--!-�— S tee- mments: OUi1� C� Signature ofi Piannin ept. Staff Reviewer Final Determination Decision: cif Reiilciina lnsnPc:tor FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 26, 2019 TO: John Mealy/MBB Architects (Town of Southold) 915 Broadway, 19"'Floor New York,NY 10010 Please take notice that your application dated July 26, 2019: For permit to: construct an aircraft hangar at: Location of property: Whistler Avenue, Fishers Island, NY County Tax Map No. 1000—Section 12 Block 1 Lot 18 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. You may now anDly to this agencies directly. Authorize nature 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 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold New York 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9592 iad ro error scutho€dto�rinny..iov seand ZDsoutnoldtownny.,qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORNIATION wt informatan Required) Date:�'/3 -62"a Company Dame: 1 cmr Name: M (ANcA License Ido.:s 3.&3,9(e rUl7 email: Address: 1,el q Phone No.: F&O 3 WO JOB SITE INFORMATION (Aii informawn Required) dame: � I4e.2.S Address: Cross Street: C,t �t- Phone No.: Bldg.Permit*. ty�f S�� email: Tax Map District: 1000 Section: Block: Lot: 1 BRIEF DESCRIPTION OF WORK � lease Print Clearly) „ O ,gr1�1Swu et Z Y - 6(.7-11 _ Mwv -AIL Circle All That Apply: V us �5frV t Cf-_1 Is job ready for inspection?: YES!� Rough In Final Do you need-a Temp Certificate?: YES ! IVO Issued On Temp Information: (Ail information required) Service,Size 1 Ph 3 Ph Size: A #Meters Old Rueter# New Service,-,(^are Reconnect-Flood Recar est-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y h! Additional Inf6rrrnation: c� 1 PAYMENT DUE U'4I'ITH APPLICATION Request for Inspection Form.xls �r��� SEP 2 5 2919 HANGAR PROJECT AGREEMENT AND GROUNDLEASE , This Hangar Project Agreement and Groundlease(this "Lease")is executed on the /5 day of Sf V %VC,2019,by and between Fishers Island Ferry District("Landlord"),a Special Tax District within the Town of Southold,New York,which is authorized by the owner, the Town of Southold,New York,to act as manager of the Airport(as hereinafter defined), and FISHERS ISLAND AIRWAYS LLC("Tenant'),a New York limited liability company. WITNESSETH WHEREAS, pursuant to the New York State Fishers Island Ferry District Act of 1947,as amended,Landlord operates Elizabeth Field Airport 0138 (the"Airport'),the airport located on and serving Fishers Island,New York,on behalf of the Town of Southold, the owner of the airport property and the improvements thereon; WHEREAS; Tenant approached Landlord with an offer to lease a hangar at the Airport and, since no hangar currently exists at the Airport,to help facilitate the design, financing, approval and construction of a hangar at the Airport(collectively,the"Project'); and WHEREAS, the parties hereto wish to memorialize their agreements about how to go about pursuing and completing the Project, as well as to provide for the eventual leasing of the hangar by Tenant from Landlord; NOW THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, Landlord and Tenant agree as follows: ARTICLE ONE—Lease Data Landlord: Fishers Island Ferry District P.O. Box 607 Fishers Island,New York 06390 Attn: Manager Tel: (631) 788-7463 Email: gcook@fiferry.com Tenant: FISHERS ISLAND AIRWAYS LLC 40 Fifth Avenue,Unit 12E New York,New York 10011 Attn: Brad Burnham Tel: (908) 512-6340 Email: brad@usv.com Premises: Approximately 21,135 square feet of land at the Airport, as improved with a private airplane storage hangar to be built by Tenant (the "Hangar") and certain other improvements and rights relating to the use of the Premises, as more fully described in this Lease and Exhibit A attached hereto. 1 � Permitted Use: Use of the Premises for construction and subsequent operation of the Hangar and activities similar thereto Rent: $50/month for the period between the date hereof and the Rent Commencement date; from and after the Rent Commencement date, $50/month for the period between the date hereof and the Rent Commencement date; from and after the Rent Commencement Date, $6,600 for the first Lease Year (being $550/month), and thenafter adjusted in accordance with Section 4.1 hereof and subject to Section 8.1(b)(ii)hereof Rent Commencement Date:The first day of the month after the date when all Iand use, construction and related permits for the Project have been issued by the Town of the Southold and all other.applicable approval authorities Initial Term: Subject to Section 8.1(b)(i) hereof, twenty-Eve(25)years, commencing on the Rent Commencement Date Options to Extend: Two(2)options to extend for five(5)years each, for total possible term of thirty-five(35)years Lease Year: A twelve (12) month period, commencing on the Rent Commencement Date and each anniversary thereof Security Deposit: One quarter annual Rent, as adjusted in accordance with Section 4.1 hereof. ARTICLE TWO—Premises 2.1 Lease. Landlord hereby leases to the Tenant and the Tenant hereby Ieases from the Landlord,the Premises,upon and subject to the terms of this Lease. 2.2 Condition of Premises. Notwithstanding anything to the contrary in this Lease, the Premises are hereby leased in an"as is" condition,it being expressly understood and agreed that Landlord is not obligated to install services or facilities in or about the Premises in addition to those now in place but is obligated to,maintain access to the Premises in the condition in which access has heretofore been maintained and to keep such access open and unobstructed. 2.3 Ownership of Hangar. The parties acknowledge that,pursuant to and in accordance with this Lease,Tenant shall construct the Hangar and other related improvements located on the Premises,(but not the land upon which the Hangar is built)during the term of this Lease and,in accordance with Article Eleven hereof,shall either transfer ownership of the Hangar to Landlord or shall demolish and remove the Hangar upon expiration or earlier termination of this Lease. 2 .ARTICLE THREE—Maintenance and Services 3.1 - Current Condition. Tenant has examined the Premises which are,on the date hereof, mostly raw and unimproved. Tenant agrees to enter into this Lease, despite the condition of the Premises,in order to construct the Hangar and in anticipation of its eventual use of the Premises. 3.2 Maintenance of Improvements. Tenant shall be responsible for maintenance of the roof,exterior and structural integrity of the Hangar once it is fully constructed and a Certificate of Occupancy("C/O")has been issued. Tenant also shall be responsible for the maintenance of the systems and interior elements of the Hangar during the tern of this Lease after the C/O has been issued. 3.3 Electricity. An electric meter will be installed at the Premises as part of the Project. Tenant shall arrange for and pay directly for electricity servicing the Premises. 3.4 Trash Removal,Debris. Tenant shall supply a receptacle suitable for the day-to-day disposal of refuse(which receptacle shall.not be a dumpster or other unsightly container) and shall be responsible for the disposal of all refuse on the Premises at its own expense. Tenant shall not permit any refuse to accumulate that would constitute a fire or health hazard or unsafe condition on,about or within the Premises. Tenant shall maintain the Premises in good and sanitary condition,and shall not permit refuse,debris or any unsightly,condition to exist outside of the Hangar. 3.5 Landscape Maintenance, Snow Removal. Tenant shall be responsible for the maintenance of the Premises grounds, including lawn and yard maintenance,and snow removal. The grounds shall be maintained in a neat and orderly condition. Tenant shall remove snow from the Airport taxiways at its own expense so that the Permitted Use is not compromised. 3.6 Security. Tenant shall operate the Premises at its own risk,providing whatever type of security it deems appropriate. Without limiting the foregoing,Tenant shall do nothing which decreases the overall security at the Airport.Tenant shall not install fences and/or other physical boundaries on the Premises without Landlord's permission. 3.7 General Airport Maintenance. Landlord shall maintain and continue to operate the Airport in compliance with all applicable regulations and at a level of diligence and quality so that the value of the Premises isnot diminished. It.is understood that in the event that during the Term,Landlord is no longer permitted or otherwise able to operate the Airport as an airport, from a date agreeable to both Tenant and Landlord,this Lease will cease to exist,subject to the "End of Tenn"obligations set forth in Article Eleven,and the obligations of the parties hereunder will also cease. ARTICLE FOUR—Rent and Other Charges 4.1 Rent. Tenant shall pay to Landlord,during the term hereof,and subject to Section 8.1(b)(ii)'hereof, the Rent set forth in Article One hereof,such amount to be paid at least monthly before the Rent Commencement Date and, after the Rent Commencement Date, 3 annually on or before the anniversary of eachRent Commencement Date. After the Rent Commencement Date,Rent shall be increased on each five=year anniversary of the Rent Commencement Date by the amount that is the larger of (a) 5%; or(b)the five-year cumulative total (measured from the January 1 of the year six years prior to the year in which the five-year anniversary will fall)of North East Inflation as reported by the United States Bureau of Labor Statistics. 4.2 Security Deposit. On or before the date hereof,Tenant shall pay to Landlord the amount of the Security Deposit,which shall be held by the Landlord,without obligation for interest,as security for the performance of the Tenant's covenants and obligations under this Lease. If Landlord draws upon the Security Deposit in accordance with the terms of this Lease, Tenant shall;within fifteen(15).days after receipt of written notice,replenish the amount of the Security Deposit held by Landlord. The amount of the Security Deposit shall be modified each time Rent is increased in accordance with Section 4.1 hereof. 4.3 Late Payment Fee. Any amount due from Tenant to Landlord under this Lease that is not paid when due shall bear and accrue interest at the rate of one and one-half percent (1.5%)per month from the due date until receipt of payment. Any partial payments received on said indebtedness shall be applied first to interest,and then to principal. 4.4 Real Estate Taxes. Tenant shall pay real estate taxes assessed on the Premises due to Tenant's private use of the Premise&under this Lease. ARTICLE FIVE—Term and Extensions 5.1 Term. The tern of this Lease shall commence on the Rent Commencement Date and, subject to earlier termination in accordance with the termshereof,continue for the Initial Tenn. 5.2 Extension Options. This Lease may be extended by Tenant,with Landlord's written consent(which shall not be unreasonably withheld),if. (a)at the time of both the exercise of the option to extend and the extension of this Lease,Tenant is in full compliance with the terms and conditions hereof,and there are no defaults or circumstances which,by the giving of notice,would constitute a default under this Lease;and(b)throughout the term of the Lease, Tenant has not been in any material default hereunder that was not duly cured within the applicable grace period. Tenant shall inform Landlord of its intent to exercise its option to extend hereunder by giving written notice to.Landlord no.later than six(6)months prior to the expiration of the then-current term. If Landlord objects to Tenant's extension of the tern of this Lease, it shall inform Tenant of the same in writing within ninety(90)days of receiving Tenant's written extension notice. Except as the terms may apply to any further options,all the terms and conditions of this Lease shall apply for the extended period, except that the Rent for the initial year of the extension period shall be the Rent for the final year of the.then-current term,as adjusted as provided in Section 4..1 hereof,and be increased similarly thereafter. 4 5.3 Holding Over. If, after the termination or expiration of this Lease,Tenant shall remain in possession of the Premises without any express written agreement as to such holding over,Tenant shall be deemed to be a tenant at sufferance.from day to day at a daily rental rate equal to two hundred fifty percent(250%)of the Rent previously in effect. During such continued occupancy,all other provisions of this Lease(except as to the term) shall be in effect. ARTICLE SIX-Rules and Regulations Governing the Airport 6.1 Acceptance of Airport Rules and Regulations. Tenant and Landlord shall observe and obey all laws,riles, orders and regulations promulgated by all local,state and federal entities having jurisdiction over the Airport or the activities occurring thereon, including,but not limited to, the Federal Aviation Administration,the U.S. Department of Homeland Security and the New York Department of Transportation. Tenant shall also not take, and shall not fail to take, any action where the taking of the action or the failure to take,the action,as the case may be,will or has a reasonable likelihood to; adversely affect the insurability of the Premises or any other portion of the Airport. 6.2 Non-Discrimination Assurances. Tenant,for itself, its heirs,personal representatives and its successors and assigns,does hereby covenant and agree,that: (a)no person on the grounds of race, color,handicap,or national origin shall be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination inthe use of the Premises;and(b) Tenant shall use the Premises in compliance with all other requirements- imposed by or pursuant to 49 CFR Part 21,Nondiscrimination in Federally-assisted programs of the Department of Transportation-Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations may be amended. The breach of this Section 6.2 shall constitute a material breach of this Lease and the Landlord shall have the right immediately to terminate the Lease and to re-enter and repossess the Premises, and hold the same as if said Lease had never been made or issued. 6.3 Liability for Fines and Penalties. Should Tenant,its customers,agents, employees,officers or guests violate any law, code,rule or regulation, or any governmental approval, license,permit or consent,and should any said violation result in a citation,penalty, charge,fee or fine to Landlord,then Tenant shall fully and immediately defend, indemnify and hold harmless the Landlord,and reimburse the Landlord,for said citation,penalty,charge, fee or fine,and for all costs and expenses,including reasonable attorney's fees,incurred by the Landlord in defending against and/or pursuing recovery of the citation,penalty,charge, fee or fine. All such amounts shall constitute additional Rent due under the Lease and shall be paid within fifteen(15)days of Tenant's receipt of notice or invoice thereof. ARTICLE SEVEN—Use of Premises 7.1 Use of Premises. Tenant shall use the Premises solely for the.purposes set forth in Article One. The Premises may only be used for aeronautical/aviation purposes in accordance 5 with the regulations;requirements, and guidelines promulgated by the Federal Aviation Administration,and for no other purpose. Tenant shall be properly licensed by the appropriate governing body or bodies for any business conducted on the Premises. Tenant shall not make or suffer to exist any unlawful, improper,noisy or offensive use of the Premises, or engage in, permit or suffer to exist any use that has a reasonable likelihood to endanger,affect,or make voidable any insurance on the Premises, or the building or any contents thereof. 7.2 Signage. Subject to Landlord's consent(which shall not be unreasonably withheld), Tenant shall have the right to place on the Premises,at locations and with designs selected by Tenant and approved by Landlord, any signs permitted by applicable zoning ordinances. During the last year of the term of this Lease,Landlord or Landlord's agent may display"For Sale"or"For Rent" or "Vacancy"or similar signs on or about the Premises and enter to show the Premises to prospective tenants. ARTICLE EIGHT—Tenant Covenants and Restrictions 8.1 Alterations. (a) Tenant shall not make any alterations,additions or improvements to the Premises without the prior written consent of the Landlord, which may be withheld in Landlord's sole and absolute discretion. All such alterations, additions or improvements,if any, shall be at Tenant's expense. (b) Notwithstanding the restriction set forth in Section 8.1(a)hereof,Tenant is authorized to complete the Project outlined in the proposal attached hereto as Exhibit B at Tenant's sole cost and expense, and subject to the issuance of all required Federal,State, County and Town regulatory approvals and permits,which Tenant shall be responsible to obtain at its sole cost and expense. Such authorization shall include Tenant's right to make such modifications to the proposal as it shall deem necessary or advisable provided the same do not, in the aggregate,materially alter in such proposal. (i) With respect to the Project,Tenant shall: (A)take primary responsibility for the management of the Project, including working closely with C&S (as defined below)to develop land use approval materials,pursuing the land use application processes to completion,retaining lawyers and other consultants as appropriate,maintaining proper accounting of expenses, and reporting to Landlord as appropriate; (B)pay out-of-pocket expenses of the Project during the construction of the Project; (C)bring, connect,establish separate metering for and make all payments associated in connection therewith to the Premises; (D)cause all contractors to carry workers' compensation insurance in accordance with statutory requirements and comprehensive public liability insurance naming Landlord and the Town of Southold as additional insureds and automobile liability insurance covering such contractors and their work on or about the Premises with limits of coverage reasonably acceptable to Landlord and the Town of Southold; and(E)cooperate with Landlord and do whatever is reasonably necessary to ensure the successfiil approval and completion of the Project. Landlord shall cooperate in Tenant's efforts to design, seek approvals for,bid,secure financing for and oversee construction of the Project. 6 (ii) Tenant has represented and the Landlord concurs that the proposed renovations comprising the Project do not constitute"public work"and accordingly are not subject to the Prevailing Wage Requirements of the New York State Labor Law. To the extent that it is later determined by the applicable authority that some or all of the completed renovations constitute public work,Tenant shall pay any wages together with any penalties (together,the"Prevailing Wage Payment')required to be paid relating to such public work, and expressly indemnities and holds the Fishers Island Ferry District and the Town of Southold harmless from any claims,suits,damages or judgments relating to the payment of the Prevailing Wage Payment. (iii) The parties acknowledge that completion of the Project will require the retention of project consultants(e.g.,an architect,a surveyor, a land use attorney). Except as set forth as follows in this Section 8.1(b)(iii),Tenant shall retain and pay all project consultants directly. The parties acknowledge that Landlord has hired C&S Engineers, Inc. ("C&S")to be its engineering consultant on various projects relating to the Airport, including without limitation the Project. Tenant agrees to reimburse Landlord for any and all consultation fees due to C&S relating directly to the Project but not more than$5,000.00 in the aggregate, such consultation fees to be indicated in an itemized invoice with appropriate backup that Landlord requests that C&S keep for the purpose of supporting the reimbursement indicated in this Section 8.1(b)(iii). Landlord shall forward such evidence of required reimbursement to Tenant with a letter: (A) representing that the fees being charged by C&S are properly charged and correct under Landlord's agreement with C&S; and(B)providing evidence that such payment was made to C&S. (iv) Notwithstanding any other provision of this Lease,in the event that Tenant is unable to obtain a construction permit from the Town of Southold to,build the Project (the"Project Building Permit")within three(3)years from the date hereof,Tenant shall have the right to send a notice to Landlord exercising its right to terminate this Lease, in which case this Lease shall be terminated and of no further effect or power, and Tenant shall remove any alterations it made to the Premises after the date hereof. (c) With respect to work that Tenant is authorized to perform on the Premises,Tenant shall procure all necessary local, state and federal permits, licenses and approvals before undertaking such work,and shall cause all such work to be performed in a good,first-class,and workmanlike manner,and in accordance with all applicable laws and regulations,and the requirements of Landlord and insurers of the Premises, and shall,in performing the work,use and employ new materials of prime quality. (d) Tenant shall not file or place, cause or permit to be placed or filed, or suffer to exist any liens on the Premises, including meclianWs liens for labor and materials furnished to Tenant in connection with work of any character performed for or on behalf of the Tenant, and shall cause any such lien to be released of record or duly bonded without cost to Landlord within sixty(60)days of the filing of the lien. 8.2 Assignment and Subletting: Tenant shall not assign, sublet, underlet,mortgage, pledge or encumber this Lease or any portion of the Premises without, in each instance,having 7 first obtained the prior written consent of Landlord,which consent shall not be unreasonably withheld;provided,however, that Tenant may,without additional approval by Landlord,sublet or license the Hangar'for the storage of up to three (3)airplanes. Any assignment or sublease under and notwithstanding such consent shall be void unless the assignee or subtenant acknowledges in writing that it will be bound by and subject to the terms of this Agreement. In the event that Tenant wishes to transfer its interest in the Lease and as found a willing buyer for that assignment,Tenant shall submit to Landlord a notice outlining the terms of the agreement for such assignment and Landlord shall have 15 days to agree to purchase Tenant's leasehold interest in the Lease on the terms so provided or to approve of such assignment;Landlord's failure to respond to Tenant's notice within the 15-duy period being deemed consent to the assignment. No permitted assignment or subletting shall in any way impair or relieve Tenant from the continuing primary liability of the Tenant-assignor hereunder,and no consent by the Landlord in a particular instance shall be deemed to be a waiver of the obligation to obtain the Landlord's consent in a subsequent instance. As used herein,the term"assign"or"assignment" shall be deemed to include, without limitation,any transfer of Tenant's interest in the Lease by operation of law. 8.3 Aeronautics Restrictions. In addition to the other provisions of this Lease, Tenant's activities on the Premises shall be subject to the following restrictions,among any other restrictions generally applicable to persons operating on a municipal airport: (a) Landlord reserves unto itself,its successors and assigns,for the use and benefit of the public,a right of flight for the passage of aircraft in the airspace above the surface of the real property as described in this Lease,together with the right to cause, in said airspace, such sound as may be inherent in the operation of aircraft,now known or used or hereafter used for the navigation or flight of aircraft in said airspace,together with,the emission of fumes or particles incidental to aircraft operation,and for the use of said airspace for the landing on, taking off from, or operating on or about the Airport. (b) Tenant,its successors and assigns shall not use the Premises in any manner or for any purpose that will create or result in hazards or unsafe conditions to flight such as,but not limited to: (i) the production of electrical interference with radio communications; (ii)the use of lights or reflective devices that may make it difficult for pilots to distinguish between such lights or devices and airport or runway lights; (iii)projecting glare in the eyes of the pilots; (iv) impairing visibility on or in the vicinity of the airport; or(v) otherwise endanger or create risks of endangering the operation of aircraft, including the landing,take-off or maneuvering of such aircraft. (c) Landlord retains the continuing right in the Premises to prevent the erection or growth of any building,structure, tree or other object extending in to the airspace(i.e.,the airspace thaf is above 45 feet Mean Ground Level)and,at Tenant's expense,to remove from said airspace,or at the sole option of the Landlord,as an alternative,to mark and light as obstructions to air navigation,any such building,structure, tree or other object now upon,or which in the future may be upon,the property together with the right of ingress to,passage over, and egress from the Premises and Tenant's property for the above purposes. 8 (d) The reservations and restrictions set forth in this Section 8.3 shall run with the Premises which shall be the servient tenement, it being intended that the lands now and hereafter comprising the Airport shall be the dominant tenement; excepting,however,that such reservations and restrictions shall become void and of no force and effect on such date as the lands comprised in the aforesaid Airport shall cease to be used.for Airport purposes. (e) If Tenant is authorized by Landlord to furnish aeronautical services to the public, such services and/or activities shall be offered,performed or conducted upon the Premises in accordance with the following principles: (i) Tenant shall furnish said service.on a fair, equal,and not unjustly discriminatory basis to all users thereof, and (ii) Tenant shall charge fair,.reasonable, and not unjustly discriminatory prices for each unit or service;provided that the Tenant may be allowed to make reasonable and nondiscriminatory discounts,rebates or other similar types of price reductions to volume purchasers. (f) It is mutually understood and agreed by the parties hereto that nothing contained in this Lease shall be construed as granting or as authorizing the granting of an exclusive right within the meaning of Section 308 (a)of the Federal Aviation Act of 1958. 8.4 Maintenance and Repair. Tenant agrees that,it.shall not injure, deface or otherwise harm the Premises or use the Premises in any manner that will constitute waste. Tenant shall maintain the Premises and any structures or other improvements constructed or existing thereon, in good condition and repair,including painting the exterior of the Hangar to prevent rusting or deterioration of any portions thereof. Tenant shall correct any visible damage or defacement to the Premises that it caused or allowed to be caused as quickly as possible to prevent a continuing condition of apparent disrepair or remove the damaged remains from the Premises. If Tenant shall fail to keep the Premises in the condition required herein, or if repairs are,required to be made by Tenant pursuant to the terms hereof Landlord shall have the right,, but not the obligation,after thirty(30).days' notice to Tenant by Landlord(or without notice in the event of an emergency),to make such repairs or perform.maintenance.work or any other work required of Tenant pursuant to this Lease and charge the costs thereof to Tenant as additional Rent to be paid by Tenant to Landlord in the next Rent payment..cycle;provided that, if Tenant has promptly commenced and diligently prosecutes to completion the necessary repairs or the correction of any nonconformity,as reasonably determined by Landlord,Landlord shall exercise such right,if at all, if and only if Tenant shall ceases so to diligently prosecute the same to completion. 8.6 Airport Construction and Development. Tenant recognizes that from time to time during the term of this Lease it may be necessary for Landlord or another governmental entity with jurisdiction over Landlord and the Airport,to initiate and carry forward programs of construction, improvements,remediation;inspections,expansion,maintenance and repair at the Airport which may inconvenience or interrupt Tenant in its operations at the Airport. Tenant agrees that no liability shall be attached to Landlord,its agents or employees by reason of any 9 such inconvenience or interruption so long as such does not render Tenant incapable of using the Premises for an extended period of time;provided,however,that Tenant agrees that its sole relief for any such inconvenience or interruption shall be a reasonable and proportionate rental abatement. To the extent that Landlord shall have the responsibility of initializing and carrying forward any such programs,it shall do so with all due diligence. 8.7 Hazardous Materials. Tenant shall not use,handle,store or dispose of, or exacerbate any Hazardous Waste,Hazardous Material, Oil or radioactive material,as such terms are used or defined in applicable environmental laws,and the regulations promulgated thereunder, as such laws and regulations may be amended from time to time(collectively "Hazardous Materials")in, under,on or about the Premises, except for such storage and use of minor amounts of such materials necessary for the normal use of the Premises and aircraft using the Hangar. Any Hazardous Materials on the Premises,and all containers therefor, shall be used, kept, stored and disposed of in conformity with all applicable laws,ordinances, codes,rules, regulations and orders of governmental authorities. Any violation of said laws, rules or regulations shall be deemed a material breach of this Lease for which Landlord may terminate this Lease. Tenant shall: (a)notify Landlord immediately of any release or threat of release of any Hazardous Materials on or from the Premises and any loss or damage or claim of loss or damage resulting therefrom; and(b)be solely responsible for remediating all.contamination that results from a release of any Hazardous Material on or from the Premises in full compliance with all applicable statutes,rules and regulations and to a standard that, at a minimum, allows Landlord to use the Premises for airport purposes, as set forth more particularly herein,at Tenant's sole cost and expense, and,in addition to any other rights and remedies available to Landlord. 8.8 Respectful Premises Operations. Without limiting any other provisions of this Lease,Tenant shall not operate the Premises in a manner that endangers or materially disrupts the Airport or the community adjacent hereto. Accordingly,Tenant shall not engage in material commercial maintenance operations at the Premises,shall observe all relevant safety regulations, and shall limit the running of aircraft engines and otherwise shall operate the Premises in a manner to limit the amount of noise generated. ARTICLE NINE-Indemnity and Public Liability Insurance 9.1 Tenant's Indemnity. To the maximum extent permitted by law,Tenant agrees, in addition to any other rights and remedies available to Landlord and the Town of Southold, to defend, indemnify and save harmless Landlord and the Town of Southold from and against all claims, expenses or liability of whatever nature from any suits;claims and demands arising directly or indirectly: (a)from the failure of Tenant or Tenant's contractors,agents,employees, representatives,permittees, licensees,invitees or anyone claiming by or through the Tenant(the "Tenant Parties")to comply with the terms of this Lease or with any applicable laws, codes, bylaws,rules,orders, regulations or lawful directions now or-hereafter in force of any public authority and any accident, injury or damage whatsoever to any person,or to the property of any person, occurring on or about the Premises; (b) from any accident, injury or damage,however 10 caused,to any person or property on the Premises.or,occurring outside-9f'the Premises but.on the Airport property,ui,each case where-suck-accident,damage or injury results from any,act, omission or negligence on the part ofanyTenant Party;�and`(c)from;any,and all costs and expenses incurred in connection with any cleanup,remediation,removal,or restoration work required by any federal,state or local governmental authority because of the presence of any, Hazardous Materials on or about the Premises,to the extent that Tenant-6r any of the other Tenant Parties caused or contributed to such,environmental occurrence,,during the term of this Lease or thereafter,so long,as Tenant is:in:occupancy of or.any of its personal property remains on any part of the Premises. This indemnity;and hold harmless.agreement shall include indemnity against all costs;expensesand.liabilities incurred in or in connection with any such claim or-proceeding broughf.thereon;,and the defense thereof,including,.without.limitation, reasonable;attorneys'fees incurred by Landlord and.the Town:of Southold in connection therewith. 9.2 Insurance. Tenant agrees to maintain in full force throughout the term of this Lease, and agrees prior to the commencement of the Lease,to deliver to the Landlord a certificate of in"surance evidencing compliance with the requirements herein: (a) A policy of:general liability and-property-damage insurance with respect to the.Premises and the property of whiekthe Premises are:a part,naming Tenant as an insured and Landlord and the Town of Southold as.an,addiiional named insured,in the minimum amount of$1,000;000 bodily-injury,and property,damage for each'occurrence,twith a combined single Iimit of$3,000,000 annual aggregate limit. Landlord;shall have the right from time to time"to increase such minimum amounts upon notice to Tenant,provided that'any such increase.is consistent with the amount of coverage carried for similar property; (b) A policy of fire.and extended coverage.insurance upon its building and leasehold improvements,furniture,fuinishings;fixtures and equipment to the full insurable value thereof and any applicable equipment vendors or lenders give.the Airport satisfactory releases from fire and extended coverage liability;"and (c) Such other insurance as may reasonably be required by Landlord. Without limiting Landlord's.other,rights under,any other provisions of this Lease, if Tenant shall fail to keep the Premises"insured as provided herein,and if such failure shall continue for a period of ten(10)days_following written notice by Landlord to Tenant thereof, then Landlord,without further notice to,Tenant,may take out and pay for,such;insurance,and the amount of such payment shall become due and payable as additional_Rent on demand,or Landlord may terminate this Lease:immediately. 9.3 Tenant's Risk. To.the,maximum permitted by lave, and notwithstanding anything' to the contrary in this Lease,Tenant agrees•that.all of the furnishings, fixtures, equipment,effects and property of every kind,nature and description of Tenant and all persons claiming:by; through or under Tenant,including Tenant's employees,agents,invitees;licensees, and insurers, which,during the Term of this.Lease or any occupancy of the Premises by Tenant or any such Tenant Party,may be on the Premises or elsewhere on the Property,.shall be at the sole risk and 11 hazard.of Tenant,and.if the whole or any partthereof shall be destroyed'or,damaged by fire; water or otherwise,or by the leakage or bursting.of water.pipes or-sprinklers,by theftor from Any other cause whether foreseeable or,unforeseeable,no part-of said loss,of damage is to be charged to or be-borne by Landlord unless:due to the negligence or willful misconduct of Landlord,and in all events Tenant's insurance that may be available to cover any such damage or destruction shall be deemed primary vis=a-vis any insurance of Landlord. ARTICLETEN-Default and Landlord's Remedies 10.1 Tenant's Default- If at•any`tiine diiring the term ofthis'Lease anyone or.more of the following,ev.ents,(each a"Default,of Tenant"),shall:happeri,Landlord inay,'in addition,to any other:rights and remedies available 6t it;including,any-rights'oftermination'set forth elsewhere in this Lease,terminate this'Leaseupon ten(10)days' notice.to Tenant;and Tenant will,then immediately quit,atnd'surreiider"the Premises to Landlord: (a) Tenant shall fail to pay the Rent and/or_any additional Rent%vhcn,due and.Such failure shall continue for ten.(1-0)days after'written notice thereof; or (b) Tenant shall'fail to,pay charges hereunder when due an&such failure shall continue for ten(10,)days'after notice to Tenant; or (c) 'Tenant shall neglect or'faik to.perform or observe any othertovenant herein contained.on Tenant's part to,be performed or observed and Tenant shall fail to,remedy.the same as soon as practicable and in any,event within thirty(30),days after written-notice to Tenant specifying,such neglect.or failure,or.-:if such failure is of such a nature that Tenant cannot reasonably remedy the.same within such thirty(30) day period, Tenant shall fail to commence promptly(and in any event.within such thirty(30)day period)to remedy the same and to prosecute sucli'remedy to completion diligently and continuously;no later than sixty(60)days from said notice; or (d): Tenant shall make an assignment for the benefit of creditors or'shall file,a voluntary petition in bankruptcy:or shall be adjudicated bankrupt or insolvent,or shall file any petition or answer seeking any reorganization,arrangement,-composition;,readjustment, liquidation, dissolution or similar relief for itself under any present or future.Federal, State or other statute;_law or regulation for'the relief ofdebtors,.or shall seek or consent'to or acquiesce in the appointment of any trustee;receiver or liquidator of Tenant or of all or any part of-its , properties,or shall admit in writing its inability,to pay its debts generally as they become due;or (e) A petition shall.be filed against Tenant in,bankruptcy, or under any other.law seeking any reorganization,arrangement, composition, readjustment, liquidation,,dissolution,'or similar relief under any'present or future.Federal,State or,other.statute,,law'or regulation and shall remain undismissed or unstay4for:an aggregate ofsixty(60)days(whether or not consecutive),or if any debtor in possession(whether or not Tenant)trustee,receiver or liquidator of Tenant or of all-or any substantial part of its properties or of the Premises shall be appointed 12 without the consent or acquiescence,of Tenant and such appointment shalf.remain unvacated or unstayed for an aggregate of ninety(90)days(whether or not consecutive);,or 10.2 Re-entry byLandlord. If this Lease shall have been terminated-as provided in this Article Ten,or if any-execution:or attachment sball.be issued against Tenant or.any'Tenant's .property whereupon the Premises,shall be taken or occupied liy someone other than Tenant,then Landlord may,.without notice;reeriter'the Premises,either by force,summary proceedings, ejectment,or otherwise,and reinove and dispossess Tenant and all other persons and any and all property from the same,.as if this,,Lease had not been.rriade,and Tenant hereby waives the service ofnotice:of intention to-reenter or to institute legal proceedings to that.end. 10.3 Damages. Iii the eventof any terinination as.provided in this,Article Ten,Tenant .shall pay the Rent; any additional-Rent and all other sums payable lieremider up to the time of such termination,and"thereafter Tenant.shall,untilIbeend>ofwh' A would have been the.Term.of -this Lease in the absenee.of such termination,be liable'to,Laitdlord_for,and shall.pay to Landlord,as liquidated current damages,the Rent;any addIit onal.Rent ah&all other sums which would be payable.hereunder if stick urred,less the inet°proceeds, if any,.,.of any re-letting of the'Premises: 10.4 Re-letting of Premises; In case of any Default of Tenant,reentry,expiration and, dispossession by-summary proceedings or otherwise, Landlord may relet the Premises'or any- part& nypartoT parts thereof,either-in the name of Landlord or otherwise,for a term or tenns.which may, at Landlord's option,,be equal to.or less than,or exceed,the period that would otherwise,have constituted,the balance of the Tenn of this,Lease,-and may.grant concessions or free rent to the. extent thatLandlord considers-reasonably advisable.and necessaryfor the purpose of re-letting the Premises;and such actions.and the making of anyalterations;repairs and.decorations to,the Premises in connection therewith shall not operate,.or be construed,to release.Tenant from liability'hereunder as.aforesaid. 10.5. No Limitation of Remedies. The specified remedies to which Landlord may resort hereunder are not intended to be exclusive or f l limitation.of any rights,-remedies.or- means of-redressto which Landlord may at any time be entitled lawfully and'in,equity;and Landlord may invoke any right,.remedy Mmeans(including the remedy of.specific performance) allowed at law or in equity>as if.specific remedies were.not herein provided-for. 10:6 Costs: Alt reasonable costs and expense's incurred.by'or on behalf of Landlord (including;without limitation,reasonable attorneys':fees and expenses,including at botli the trial and appellate levels);fir enforcing its,rights hereunder.in connecdon-wit Default�of Tenant shall.bepaid by Tenant. ARTICLE,ELEVEN Tenant;Obligation.,Upon�Lease Termination 11.1 Landlord's Direction. One year,before the expiration.of this.Lease or with as much advance notice,as possible in the event of a termination of this Leaseprior to expiration; Landlord-shall notify Tenant whether Tenant shall be responsible for the derbolition of the 13 Hangar and returning the Premises to their condition prior to the development of the Hangar or, in lieu thereof,Landlord will accept a bill of sale,in recordable form,transferring ownership of the Hangar to Landlord as of the relevant Lease end date. In the event that Landlord choses to have Tenant demolish the Hangar and return the Premises to their condition prior to the development of the Hangar,Tenant shall undertake and complete this work within 3 months after the final date of the term of this Lease and shall maintain appropriate insurance during the post- Lease demolition and restoration period. 11.2 Condition of Premises Upon Transfer to Landlord. In the event that, in accordance with Section 11.1 hereof,Landlord opts to accept ownership of the Premises upon the expiration or earlier termination of this Lease,,Tenant shall remove all Tenant's personal goods and effects from the Premises(including,without hereby limiting the generality of the foregoing,all signs and lettering affixed or painted by the Tenant,either inside or outside the Premises). Tenant shall deliver to the Landlord the Premises and all keys,locks thereto,and other fixtures connected therewith and all alterations and additions made to or upon the Premises not otherwise required to be removed under the terms of this Lease, in a good and safe condition. In the event of the Tenant's failure to remove any of Tenant's property from the Premises, Landlord is hereby authorized,without liability to Tenant for loss or damage thereto, and at the sole risk of Tenant,to remove and store any of the property at Tenant's expense,or to retain same. Tenant shall deliver the Premises and the improvements thereon to Landlord in broom clean condition. ARTICLE TWELVE—Miscellaneous 12.1 Notices. Whenever under this Lease a provision is made for any demand,notice or declaration of any kind or where it is deemed desirable or necessary by either party to give or serve any such notice, demand or declaration to the other,it shall be in writing sent by certified or registered mail,return receipt requested with postage prepaid at the address set forth in Article One hereof, or at such other addresses as the parties may from time to time designate by written notice to the other party. 12.2 Waiver. One or more waivers of any covenant,term or condition of this Lease by either party shall not be construed by the other party as a waiver of a subsequent breach of the same covenant,term,or condition. The consent or approval of either party to or of any act by the other party of a nature requiring consent or approval shall not be deemed to waive or render unnecessary consent to or approval of any subsequent similar act. 12.3 Relationship of Parties. Nothing contained in this Lease shall be deemed or construed by the parties or by any third party to create any relationship between Landlord and Tenant other than the relationship of landlord and tenant. 12.4 Governing Law. The law of the State of New York shall govern the validity, performance and enforcement of this Lease. 14 12.5 Successors. The provisions,covenants and conditions of this Lease shall be binding on the legal representatives,heirs,successors and permitted assigns of the respective parties. 12.7 Amendments. No alterations,amendments, changes or additions to this Lease shall be binding upon Landlord or Tenant unless and until reduced to writing and signed by both parties. 12.8 Quiet Enjoyment. Landlord agrees that,on payment of the Rent and other charges herein provided for and the performance of the covenants and agreements on the part of the Tenant to be performed hereunder, and subject to the terms of this Lease,Tenant shall have peaceful and quiet use and possession of the Premises. 12.9 Severability. If any provision of this Lease is declared to be illegal, unenforceable or void, then both parties shall be relieved of all obligations under that provision; provided,however,that the remainder of this Lease shall be enforced to the fullest extent permitted by law. 12.10 Authorization. This Lease is subject to the approval of the Board of Commissioners of Landlord and ratification of the Town Board of the Town of Southold. (signature page follows] 15 IN WITNESS WHEREOF,Landlord and Tenant have caused this Lease Agreement to be executed under seal as of the day and year first above written. LANDLORD: TENANT: Fishers I d Ferry District/ FISHERS:ISLAND AIRWAYS LLC By:_, By: Name: Geb Cook Name: Brad Burnham Title: Manager Title: Member Town of Southold By: Name: Scott A. Russell, Supervisor 16 Acknowledgments STATE OF NEW YORK ) ss.. COUNTY OF f 414)k t On the Le ay OtAmgust,2019, before me,the undersigned,personally appeared Geb Cook, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s)(is)are subscribed to the within instrument and acknowledged to me that(he)(she)they executed the same in(his)(her)their capacities, and that by(his)(her)their signature(s)on the instrument, the individuals,or the person upon behalf of which the individual(s) acted,executed the instrument. c r ,►, v t',; ' ' d r : (signature and office of individual taking acknowledgment) ' „„�,�' 5 1�Ctd.^,i�'U��i.i.':'iiat3 Gi I�l£t'�YL'Iri 'ii•� ,�� ;f OL,o 5ca 1r,S'sfiC!k C��rty 2b20 Uy Cnm„ission�.p+res hovertbsf7, , STATE OF NEW YORK ) ss.. COUNTY OF 1 K, ) Ontheld, day of August,2019,before me, the undersigned,personally appeared Brad Burnham,personally known to me or proved to me on the basis of satisfactory evidence.to be the individual(s)whose name(s)(is)are subscribed to the within instrument and acknowledged to me that(he)(she)they executed the same in(his)(her)their capacities, and that by(his)(her)their signature(s) on the instrument,the individuals, or the person upon behalf of which the individual(s) acted,executed the instrument. CHRISTINE A BRIGANTI NOTARY PUBLIC-STATE OF NEW YORK No. 01BR6366460 kio VA_k Guoifled In Richmond County CertificateFiled In Now York County (signature and office of individual taking acknowledgment) My Commission Expires October 10, 2021 17 Acknowledgments STATE OF NEW YORK ) ) ss.. COUNTY OF r�,,,, V. ) w On the JV day of September,2019,before me,the undersigned, personally appeared Scott A. Russell,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacities, and that by his signature on the instrument,the individuals, or the person upon behalf of which the individual acted, executed the instrument. 1_0l t MP, (signature and office of individual taking acknowledgment) LAUREN M.STANDISH NotaryNoYolk .0 ST6l64 p8 Cuslifled In Suffolk County Commission Expins April 9, 023 EXHIBIT A Description of Premises A certain tract or parcel of land located at Elizabeth Field on Fishers Island,in the Town of Southold,County Suffolk,State of Connecticut being bounded and described as follows: BEGINNING at a point at the Northern most corner of the herein described tract. Said point having New York State grid coordinates of North 380847.49 and East 2541275.10 and thence running South 29° 58' 18"East 60.30 feet-to a point; thence North 60°0V 42"East 45.00 feet to a point;thence South 291 58' 18"East 59.70 feet to apoint;'thenee South 60° 01' 42"West 50'.00 feet to a point;thence South 29° 58' 18"East 67.50 feet to a point;.thenee South 60° 01' 42"West 25'00 feet to a point;thenceNorth 29° 58''18"West 67.50 feet to a point;thence South 60°01'42 West 109.67 feet to a point;thence North 290 58' 18"West 120.00 feet to a point; thence North 60° 01'42"East 139.67 feet to the point of beginning. Containing 21,135 square feet,more or less. Together with a right of way for ingress and egress extending Northeastwardly from the herein described lease tract to Airport Drive. Said right of way being 20 feet in width and described as follows: BEGINNING at a point in the Northeasterly line of the herein described lease tract. Said point being located South 290 58' 18"East 40.30 feet from the point of beginning of said lease tract and thence running North 60° 01'42"East 45.00 feet to a point of curve to the right having a radius of 20.00 feet and the direction of whose radius at that point is South 290 58' 18"East; thence Eastwardly,following the are of said curve 1.5.71 feet to a point of curve to the left having a radius of 48.28 feet and the,direction of whose radius at that point is North 156 0 P 56"East; thence Northeastwardly, following,the arc of said curve 37.92 feet to a point;thence North 60° 01' 39"East.263.74 feet to a point at Airport Drive;thence along the Southwesterly side•of Airport Drive South 23°48' 18"East-20.12 feet to a point;thence South 60°01' 39"West 261.58 feet to a point of curve to the right having a radius of 68.28 feet and the direction of whose radius at that point is North 29°58' 21"West; thence Southwestwardly, following the arc of said curve 53.63 feet to a point;thence South 60° 0 V 42'West 45.00 feet to a point;thence North 29° 58' 18"West 20.00 feet to the point of beginning. 18 Attachment to Exhibit A Premises Drawing 19 EXHIBIT B Project Description 20 NOTES TYPE(2015 BC C*IAPTEH 3) MBB OCCUPANCY STORAGE GROUP S-1-4.2WSF OCCUPANCY CALCULATIONS(2015 JDC I 0qj 121 4.200 SF GROSS/SOD p 8 ZX ,4. EGRESS CALCULATIONS MA)916U M OCCUPANT LOAD FOR SPACES WITH Onioux— ON-EM:29 T(zAalOsCIBC lwsAVzElLtiMMUM DFSS TR ) DISTANCE;200 FT.(2015I80 10172) f. "FIM RMSIANCE nATINrS PFIlMARY STRUCTURAL FRAME:UWATED NONBEARING WALLS AND PARTTRDNS - _ N17PRIOR:UNRATED FLOOR CONSTRUCTION AND SECONDARY MEmesRs.WA ROOF CONSTRUCTION AND SECONDARY MEMBERS:UNRATFO RISK CATEGORY;11(2015BCTABLE 1 VA.5) SPAMLIFFIRFOUISEMENTSi26, SC903.2.9 AREA-4,200$F,"t*VA SMOKE 09 HEATVENT REOUIREMENTS(2010 lacelo,zl simkr�S-�) SF;NWA NIA NEW CWISTRUCTION uAt OF FLOW ZONE AE-9 I A\ lor-C, / / A-001.00 Site Pion 01 SITE PLAN SCALE:116V-T-- Q�chFd! fd�r,.Wx�M1Y lC'h1 MBB L•tpq Blff3116 P.$)A u[rxta�r "w.3 rtfiiva :ropvv`u^:(a rve .07 to tra'3 I � 02 SOUTH ELEVATION s t � i � t ---�--WFOW GOOF � BV04O GOOF � �- L-------------------J tll tf5-0 0 HANGAR PLAN 03 EAST ELEVATION A-200.00 Elevations MBB Transmittal 24 July 2019 Re: Elizabeth Field Hangar To: From: Town of Southold John Mealy Building Department jmealy@mbbarch.com 54375 Route 25 Southold, NY 11971 Page 1/1 ATTN: Mike Verity Enclosed 1—Building Permit Application 2—Plans and elevation of hangar Mike, Please find enclosed an application for a planning and use determination for a proposed aircraft hangar at Elizabeth Field on Fishers Island.I believe Jimmy Ski has spoken to you about this already.Feel free to contact me with any questions or comments. Sinc ;; 4oh , n Mealy 212-768-7676x1 Murphy Burnh &Buttrick cc: File (transmittal only) D) LE"C �i,' LPn JUL 2 6 2019 V 1771;T)T,,Tr 1 Y 3 rm `'�r ` T.'� .• e: Murphy Burnham& Buttrick Architects 48 West 37th Street, New York, New York 10018 t 212.768.7676 MBB Transmittal 10 February 2022 Re: Elizabeth Field Hangar To: From: Town of Southold John Mealy Building Department jmealy@mbbarch.com 54375 Route 25 Southold, NY 11971 Page 1/1 Enclosed 1—Building Department Application 2—COMcheck Report 3—Truss Design 4—(4 Sets) Building Elevations Approved by Planning Department 1—(4 Sets) Site Plan Approved by Planning Department 1—(4 Sets)Architectural Drawings 1—(4 Sets) Structural Drawings To Whom It May Concern: Please find enclosed application materials for a proposed hangar building at Elizabeth Field Airport on Fishers Island. Since John Mealy 212-768-7676 3 Murphy Burnham&Buttrick cc: File (transmittal only) Murphy Burnham&Buttrick Architects 48 West 37th Street, New York, New York 10018 t 212.768.7676 Dwyer, Nancy From: Easton,James Sent: Thursday, March 17, 2022 2:13 PM To: Dwyer, Nancy Subject: RE: Fishers Island I'm A with the email being added to the permit files. James Easton Fire Marshal,Town of Southold ,11FF L� JamesE 63 1-765-1802otholdtownny. og_v C* C* PRIVELEGED AND CONFIDENTIAL COMMUNICATION CONFIDENTIALITYNOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please note the sender immediately by e-mail and delete the original message. From: Dwyer, Nancy<nancy.dwyer@town.southold.ny.us> Sent:Thursday, March 17, 2022 11:43 AM To: Easton,James<jamese@southoldtownny.gov> Subject: FW: Fishers Island Jim..the architect is asking if this email is sufficient or if we need the drawings actually amended to include the notes. What's your thought? From: Don Tippet<Donald.Tippet@allieddesignaes.com> Sent:Tuesday, March 15, 2022 4:48 PM To: Dwyer, Nancy<nancy.dwyer@town.southold.ny.us>; 'John M. Mealy' <imealy@mbbarch.com> Cc: Ben Zobrist<Ben.Zobrist@allieddesignaes.com> Subject: RE: Fishers Island Nancy, I am the architect who sealed the original plans. Here are my comments from you review: • You are correct. The notes on GA1 are general and I inadvertently left the IBC references in. The 2020 NYS says the exact same message with the exact same code sections and tables. The term "IBC" on the second line of note 3A should be changed to "2020 NYS". • Mr. Mealy has answered your other questions in his comments earlier in the email chain. . Could this clarification email suffice without having to make changes to the plans? Please let me know. Thank you, Donald N. Tippet, NCARB, AIA Principal I Architectural Group Lead Allied Design Architectural & Engineering Group, P.C. i 100S. Pershing, P.O. Box 110, Morton, IL 61550 P 309-263-6369 1 F 309-263-3600 1 C 309-840-7417 donald.tippeta-allieddesianaes.com From: Dwyer, Nancy<nancy.dwver@town.southold.nv.us> Sent:Tuesday, March 15, 2022 12:01 PM To: 'John M. Mealy' <imealy@mbbarch.com>; Ben Zobrist<Ben.Zobrist@allieddesignaes.com> Subject: RE: Fishers Island WARNING:This emailoriginated from outside of the organization and contains hyperlinks or attachments. R NOT click links 01 o en attachments unless ou reco nize the sender and know the content is safe. Please contact the IT Hel• Desk if ou are unsure. John, Yes, a note on the drawing indicating this info,along with the revised code reference,would be great. Thank you, Nancy r't�a.vcy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From:John M. Mealy<imealy@mbbarch.com> Sent:Tuesday, March 15, 2022 12:30 PM To: Dwyer, Nancy<nancy.dwver@town.southold.nv.us>; 'ben.zobrist@allieddesignaes.com' <ben.zobrist@allieddesignaes.com> Subject: RE: Fishers Island Nancy, The hangar will be used for the storage of non-commercial aircraft. No fuel will be stored on site and none of the operations listed in 412.3.6.1 will be performed. There will be three lease spaces of 1,400 square feet each,with no repairing or washing.The floor will be graded toward the door. This is not a heated structure. Would it be sufficient to note the above on the drawings in addition to revising IBC to 2020 NYS Building Code? Thank you, John Mealy John Mealy AIA, LEED AP BD+C, CPHD Director of Sustainability,Associate he/him/his MBB Architects m. 917 543 2954 o. 212 768 7676 x13 2 www.mbbarch.com New York State Arehiteature Firm-of the Year From: Dwyer, Nancy<nancy.dwyer@town.southold.ny.us> Sent:Tuesday, March 15, 2022 11:41 AM To:John M. Mealy<imealy@mbbarch.com>; 'be n.zobrist@al lieddesignaes.com'<ben.zobrist@al lieddesignaes.com> Subject: Fishers Island Good morning, I am reviewing the application for the Airfield Hangar at Elizabeth Field. There are a few items to be noted and/or clarified on the drawings: - The general notes reference IBC as opposed to the 2020 NYS Building Code - Please indicate what type of operations will be performed... any hazardous as outlined in 412.3.6.1? If so, a fire suppression system is required. - Floor surface shall be constructed in accordance with 412.3.3 - Is this a heated structure? If so, please indicate specs and equipment location in accordance to 412.3.4 If you have any questions regarding the requested info, please feel free to reach out to the building department. Thank you, .Jany Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 The information contained within any attachment to this message is considered proprietary in nature and may only be utilized for its intended project or purpose.All document information contained herein including, but not limited to, symbol libraries, blocks, details, specifications, drawings and schematics, are instruments of service of Morton Buildings, Inc. [Morton] or Allied Design Architectural and Engineering Group, P.C. [Allied],who shall be deemed the author of the data and shall retain all common law, statutory and other rights, including copyrights. Nothing within this message or attachments may be reproduced, sold, distributed or utilized in any form other than its intended project or use without the express written permission of Morton or Allied. Due to the unsecured nature of electronic media and the inability of the sender to establish controls over the use thereof, Morton and Allied assume no responsibility for any consequences arising out the use or misuse of the data contained herein. Recipient shall,to the fullest extent provided by law, indemnify and hold Morton and Allied harmless for any claims or damages, including attorney's fees and costs, arising out of or resulting from use or reuse by or through Recipient without the express written permission of Morton or Allied. 3 Dwyer, Nancy From: Dwyer, Nancy Sent: Tuesday, March 15, 2022 11:41 AM To: 'John M. Mealy'; 'ben.zobrist@allieddesignaes.com' Subject: Fishers Island Good morning, I am reviewing the application for the Airfield Hangar at Elizabeth Field. There are a few items to be noted and/or clarified on the drawings: - The general notes reference IBC as opposed to the 2020 NYS Building Code - Please indicate what type of operations will be performed... any hazardous as outlined in 412.3.6.1? If so, a fire suppression system is required. - Floor surface shall be constructed in accordance with 412.3.3 - Is this a heated structure? If so, please indicate specs and equipment location in accordance to 412.3.4 If you have any questions regarding the requested info, please feel free to reach out to the building department. Thank you, -I'Vancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 nC•-'check Software Version 4.1.5.1 A Envelope Compliance Certificate �( Project Information Energy Code: 2020 NYStretch Energy Code-2018 IECC Project Title: 115107139 Fishers Island Airways LLC Location: Southold, New York Climate"Lone: 4a Project Type: New Construction Vertical Glazing/Wall Arca: 1% Construction Silo: Ownor/Agent: Designer/Contractor. Airport Rd Fishers)stand Airways LLC Allied Design A&E Southold,NY 06390 40 Fifth Ave Unit 12E PO Box 110 New York, NY 10011 Morton, IL 61550 Additional Efficiency Package(s) High efficiency HVAC.Systems that do not meet the performance requirement will be Identified in the mechanical requirements checklist rapaft, Building Area Floor Area 1-Workshop:Nonresidential _ 4200 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Gudget U- or R Value R-Value 11-Factor Factorp) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1-Workshop] 4200 30.0 0.0 -0.02710 y 0.020 Exterior Wall 1:Other Woad Framed Wall,(Bldg,Use 1•Workshop](b) 4448 — --• 0.047 0.061 Window 1:Vinyl/Fiberglass Frame-.Fixed,Perf.Specs-,Product 113 64 -. --- 0.270 0.360 EWG•K•56,SHGC 023,[Bldg.Use i-Workshop)(c) Dour 1:Insulated Metal,Swinging,[Bldg.Use 1-Workshop) 40 - 0.350 0-500 Door 2:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1 - 907 __ _, 0.250 0.310 Workshop] Floor 1:Slab-On-Gr sde:tlnheated,Horizontal with vertical 4 ft.,[Bldg. 260 - 1010 0.640 0.520 Use 1-Workshop](d) _ (a)Budget U-tactors are used for software baseline calculations ONLY,and are not cede requirements. (b)'Olhat'components require supporting documentation for proposed U-factors. (c)Fenestration product performanm must be certified in accordance ariih NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget U-taches shown in tahle are F-factors, Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other,calculations submitted with tiffs permit application.The proposed envelope systems have been designed to meet the 2420 NYStretch Energy Code-2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements fisted in the InspecLion Checklist. Project Title: 115107139 Fishers Island Airways LLC _ Report date: 10/25/21 Data ft(enarne: \tus.mbi.mbilmbikProject Information1115�1151071391PR1115107139 COhiclieck.cck Page 1 ` TaTi � o �___' Zi lop Project Title: 115107139 Fishers Island Aiways LLC RoPort date; IOR5121 115107139-Fishers• ~ Truss: Intermediate Truss Locations Customer: Sales SID: TID: Date: 10/28/21 Truss Mfr.MBI Page: 1 2-p1v 9-3-14 5-6-9 5-1-8 4-11-7 5-0-14 4-1D-3 4-10-3 5-0-14 4-11-7 5-1-8 4-11-13 9-10-10 9-3-14 14-10-7 19-11-15 24-11-7 30-0-5 34-10-8 39-B-il 44-9-9 49-9-1 54-10-9 59-10-6 69-9-0 1 2 3 4 5 6 7 8 9 10 11 12 13 3.201/12 -3.201/12 MNlWB-18pm 3.25/12 MN9X11pm MN9Xllpm -3.25/12 MN11X15pm MN11X15pm MN6x10pm MN6x10pm � 3.286/12 MN11X15pm MN PM -3.286/12 00 MN4X10pm MN4xlOpm 'a MNllxl3-SBp N11X13-18pm MN11x13-18 N11X13-18pm 00 00 i MN6X10pm MNl 1pmII 8X18-1 pm .� MN6X9pm 7( g VM MN9X11pm MN9Xllpm MN9Xlipm MN9Xllpm MNllXll11prl-11ggSSM55N6X10pm MN6X9pm B 0105/17 8X08057/12 1800# 9-3-14 5-6-9 5-1-8 4-11-7 5-0-14 4-10-3 4-10-3 5-0-14 4-11-7 5-1-8 4-11-13 9-10-10 1 9-3-14 14 14-10-7 1519-516-15724-11-718 30-0-5 1934-10-82039-8-1121 44-9-9 22 49-9-1 2354-2140-92559-10-626 69-9-0 13 69-9-0 J Truss Weight = 1768.6 lb Design: TPI-2014 PSF Live Dead Dur Factors TC 20.0 9.0Live Wind ,now BC 0.0 2.0 Lum 1.15 N/A N/A Total 31.0 Plt 1.15 N/A N/A Spacing: 7-06-00 o.c. Plies: 2 Repetitive Member Increase: No Green Lumber: No Wet Service: No Fab Tolerance: 106 Creep (Kcr) = 2.0 Material Summary ...Mem... Ten comp CSI. Deflection Summary TC 2x12 SP (ALSC6-2013) #1 10-23 0 1825 0.08 TrussSpan Limit Actual(in) Location BC 2x10 SP 2400/2.0 10-25 2005 0 0.12 Vert LL L/240 L/876(-0.95) 21-22 Webs 2x6 SP (ALSC6-2013) #1 11-25 0 1293 0.05 Vert DL L/120 L/999(-0.74) 18-19 2x4 SP (ALSC6-2013) #1 11-26 11-26 0 1061 0.09 Vert CR L/180 L/492(-1.69) 18-19 14-2 14-3 20-7 26-12 12-26 115 65 0.01 Horz LL 1.00in ( 0.22) @Jtl3 Wedge 2x4 SP (ALSC6-2013) #1 Reaction Summary Horz CR 1.50in ( 0.39) @Jt13 --------------Reaction Summary(Lbs)---------------- Bracing Data Summary Member Forces Summary Jnt --X-Loc- React -Up- ------------Bracing Data------------ ..Mem... Ten Comp .CSI. 1 02-12 9394 0 Chords; Sheathing required or bracing TC 1- 2 0 25136 0.90 13 69-06-04 8621 0 indicated: 2- 3 0 24733 0.97 -------------Purlins------------ 3- 4 0 26238 0.79 Loads Summary ---oc--- From-- ---To--- $Bays 4- 5 0 24625 0.72 TC 4-08-00 0 69-09-00 16 5- 6 0 22115 0.60 BC 10-00-00 0 69-09-00 7 6- 7 0 19170 0.48 Web Bracing -- None 7- 8 0 18604 0.44 Loads based on maximum and minimum reactions from tie=in spans 8- 9 0 20626 0.51 Domain Max Min Location Dir Description Plate offsets K Y): 9-10 0 22068 0.56 User loads: (None unless indicated below) 10-11 0 23555 0.62 BC 1800 1080 20-00-00 Vert User-Defined @ 90 Deg Joint Stress Index(JSQ: 11-12 0 22535 0.82 Jntl(0.70), Jntl(0.69), 12-13 0 22931 0.77 Tnt210.43), Jnt3(0.65), Int4(0.60), BC 1-14 23834 0 0.64 Jnt5(0.62), Jnt6(0.52), Jnt7(0.47), 13-26 21729 0 0.59 Notes JntB(0.40), Jnt9(0.54), JntIO(0.60), 14-15 25100 0 0.67 Jntll(0.58), Jnt12(0.93), Jnt13(0.64), 15-16 23718 0 0.49 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees Jnt13(0.63),Jnt14(0.60), 16-17 23719 0 0.48 A "pm" next to the plate size indicates that the plate has been user Jntl5(0.60), Jntl6(0.68), Jntl7(0.46), 17-18 21168 0 0.41 modified; see Plate Offsets for any special positioning requirements. Jntl8(0.62), Jntl9(0.63), Jnt20(O.50), 18-19 18458 0 0.36 Single pass roller reduction factor has been used. 19-20 16230 0 0.31 Jnt2 (0.97), Jnt22(0.42), Jnt23(0.30), 20-21 16230 0 0.31 Jnt24(0.61), Jnt25(0.60), Jnt26(0.60) 21-22 17895 0 0.35 C OF NE41 k 22-23 19791 0 0.37 23-24 21220 0 0.4224-25 21220 0 P \� d 25-26 22539 0 0.59 �� Web 2-14 266 0 0.03 3-14 0 1594 0.15 3-15 0 1303 0.05 4-15 2099 0 0.12 4-17 0 1644 0.07 r 6 5-17 4390 0 0.26 5-18 0 4417 0.27 6-18 5300 0 0.32 = Digitally signed by 6-19 0 4443 0.37 V' f Benjamin Zobrist 7-19 9916 0 0.29 (� 102832 7-20 519 0 0.04 p Date:2021.11.0110:28:52 7-21 3674 0 0.22 /QOf SS N -05'00' 8-21 0 3324 0.28 CERTIFICATE MUST BE VERIFIED ON 8-22 3612 0 0.21 ELECTRONIC COPIES.PRINTED 9-22 0 3053 0.19 ,�/ COPIES OF THIS DOCUMENT ARE NOT 9-23 2543 0 0.15 09/YOIP 2027 NSD RED SIGNED D SEAL D ®Component Solutions Truss Studio V 2021.3.3.19 1 � EngDmV M2WRGT JSI 115107139-Fishers y Truss: End Truss @ BI-Fold Door Customer: Sales SID: TID: Date: 10128/21 Truss Mfr.MBI Page: 1 4-Plv 4-6-0 I I 4- I 1-8 5I 4-1 I 504 I 4-10-3I 4-10-3 5-0-14 I 4-11-7I 5-1-8I 4-111-3I 56-4-31-00 I 649-6g-00 4-6-0 9- 0134-10-8 39-8-11 I44-9-9 49-9-1 54-10-959-5 106 0I 4117 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0 15 3.201/12 -3.201/12 MN11x18-18pm 3.25/12 MN9Xl3.pm MN PM -3.25/12 MN11X15pm MNllX15pm 3.286/12 MN6X10pm MN6X10pm a -3.286/12 'I MN11X15pm MN11X15pm O0 MN4x10pm MN PM MN11X13-18p (N11X13-18pm MN11X13-18 N11X13-18pm IT MN6X9pm MN6X180pm MN11X11pRm IN9Xllpm p8X18 SpMN9xllpm MN9x11 m p _ p pr' WA MN9X11 m p MNllXll M= MN6X10 m MN6X9 m �1 -0.057/12 4-6-0 4-9-14 5-6-9 5-1-8 4-11-7 5-0-14 4-10-3 4-10-3 5-0-14 4-11-7 5-1-8 4-11-13 5-4-10 4-6-0 1 4-6-0 1 9-3-14 I 14-10-7 119-11-151 24-11-7 1 30-0-5 1 34-10-8 1 39-8-11 I 44-9-9 ( 49-9-1 154-10-9 59-10-6 1 65-3-0 1 69-9-0 1 16 17 18 19 20 21 22 23 24 25 26 27 28 29 15 .L 69-9-0 Truss Weight - 3476.5 lb Design: TPI-2014 PSF Live DeadDur Factors TC 20.0 13.0Live Wind Snow BC 0.0 2.0 Lum 1.15 N/A N/A Total 35.0 Plt 1.15 N/A N/A spacing: 3-00-00 D.C. Plies: 4 Repetitive Member Increase: Yes Green Lumber: No Wet Service: No Fab Tolerance: 106 Creep (Kcr) = 2.0 Material Summary ...Nem... Ten comp CSI. Deflection Summary TC 2x12 SP (ALSC6-2013) #1 9-25 3050 0 0.11 TrussSpan Limit Actual(in) Location BC2x10 SP 2400/2.0 10-25 172 1816 0.03 Vert LL L/240 L/999(-0.13) 24-25 Webs 2x6 SP (ALSC6-2013) #1 10-26 1053 0 0.04 Vert DL L/120 L/999(-0.70) 23-24 2x4 SP (ALSC6-2013) #1 12-28 11-26 810 0 0.03 Vert CR L/180 L/878(-0.83) 23-24 17-3 17-4 23-8 28-13 11-27 76 711 0.01 Horz LL 1.00in ( 0.03) @Jtl5 Wedge 2x4 SP (ALSC6-2013) #1 12-27 2419 0 0.09 Horz CR 1.50in ( 0.20) @Jtl5 12-28 0 8734 0.37 Bracing Data Summary Member Forces Summary 13-28 3839 0 0.20 ------------Bracing Data------------ ...Mem... Ten comp .CSI. Reaction Summary Chords; Sheathing required or bracing TC 1- 2 0 10121 0.82 --------------Reaction summary(Lbs)---------------- indicated: 2- 3 0 11511 0.82 Jnt --X-Loc- React -Up- -------------Purlins------------ 3- 4 0 10432 0.40 1 02-12 0 1045 ---oc--- --From-- ---To--- #Bays 4- 5 0 18488 0.13 16 4-06-00 6251 0 TC 5-08-00 0 69-09-00 13 5- 6 0 18943 0.13 2 4-06-00 6571 0 BC 7-06-00 0 69-09-00 7 6- 7 0 18510 0.14 29 65-03-00 5992 0 Web Bracing -- None 7- 8 0 16808 0.13 14 65-03-00 6129 0 8- 9 0 16849 0.13 15 69-06-04 0 431 Plate offsets(X,y)• 9-10 0 18616 0.14 Max Horiz - 0 / +423 at Joint 1 (None unless indicated below) 10-11 0 19131 0.13 Joint Stress IndexJSI: 11-12 0 18eo1 0.13 Loads Summary Jntl(0.21), Jntl(0.30) , 12-13 0 11613 0.44 Jnt3(0.49), Jnt4(0.77), Jnt5(0.60), 13-14 0 12682 0.82 User Distributed Loads (plf) Jnt6(0.41), Jnt7(0.40), Jnt8(0.43), 19-15 0 11398 0.81 Jnt9(0.40), JntlO(0.41), Jntll(0.60), BC 1-16 10234 0 0.51 Domain Load Uplift Start Load Uplift End Dir Description Jntl2(0.68), Jntl3(0.48), Jnt15(0.21), 15-29 11432 0 0.53 TC -161.0 -161 0 -161.0 -161 34-10-08 Normal User-Defined Jntl5(0.3D), Jntl7(0.86), 16-17 10215 0 0.51 @ 9 Jnt1B(0.60), Jntl9(0.36), Jnt20(O.30), 17-18 17755 0 0.39 TC -116.0 -116 34-10-08 -116.0 -116 69-09-00 Normal User-Defined Jnt2l(0.39), Jnt22(0.39), Jnt23(0.43), 18-19 18325 0 0.24 @ 9 Jnt24(0V ap 0), Jnt26(0.30), 19-20 18328 0 0.23 BC 270.0 0 9-06-00 270.0 0 65-03-00 Vert User-Defined @ 9 1nt2 � 17-m � L 20-21 17797 0 0.20 21-22 16293 0 0.19 22-23 14690 0 0.17 Pl01BS ��� `,�N J. 23-29 14690 0 0.17 'wl+ 29-25 16333 0 0.19 25-26 17897 0 0.20 Plates designed for Cq at 0.90 and Rotational Tolerance of 5.0 degrees 26-27 18511 0 0.24 A "pm" next to the plate size indicates that the plate has been user * l� 27-28 18058 0 0.41 modified; see Plate Offsets for any special positioning requirements. 28-2911415 0 0.52 Single pass roller reduction factor has been used. r, Web 3-17 3897 0 0.20 CL 4-17 0 9505 0.44 n 4-18 2500 0 0.09 (n 5-18 0 892 0.02 5-20 907 0 0.03 ��`O 102832 6-20 912 342 0.03 6-21 789 1696 0.03 �� w\ 7-21 2931 0 0.11 7-22 891 2388 0.05 8-22 3535 14 0.13 _ 8-23 1542 0 0.08 01 OP 2021 B-24 3623 0 0.14 DIGRALLV NED AND SEALED V IN J.ZOBRIST.CERTIFICATE 9-24 163 2481 O.OS MUST 13EVERIFIEDON ELETTi COPIES.PRINTED COPIES OFTHIS DOCUMENTARE NOT CONSIDERED SIGNED AND SEALED. Component Solutions a Truss Studio V 2021.3.3.19 1 � ENDrog 202DIMT JSI y U-Value Calculation for a Wood Framed gall (based on the Isothermal-planes Mothod from ASHRFA°s Fundamentals Handbook) Bay Space 7 ft R-value %of Wall Column Width :4.5 lay Exteaior Air Film 0.17 100.00% Column Depth 7.2.5,in Exterior Sheathing ,.�_;: 100.00% Mailer Spacing 36:in Air Space 0.91 84.72% Nailer Width 5,5, i'ri Exterior Wall Framing 1,875 15.28% Nailer Depth 1.5 in Insulation 94.6445 Stripping Spacing 32, in Column 3.M25 5.36% Stripping Width 3.5 in Interior Wali rramipj 1.875 1.0.94% Stripping Depth 1.$ in Air Space 0.91 89.06% Wood R-Value 1.25 per inch Interior Sheathing `;'0`:;;.: ':: 100.01% Interior Air Film 0.68 100.00° Layer Layer Components Layer Uomponent Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 lExterior Sheathing 0.000 . 0.000 Airspace 0.771 3 Exterior Wall Framing0.286 1.057 4 Insulation 17.982 18.468 Column 0.485 Interior Wall Framing0.205 5 Air Space 0.810 1.016 6 Interior Sheathing 0.000 0.000 7 Interior Air Film 0.680 0,680 Total Assembly R-Value 21.391 Tota Assembly RRA. 21,3906 U-Factor 0.046E7 ! J p�pWf�r'Cibt{y��".-_.�''.•.. {gyp �{y (� AIR SPACF. - -'~'•e«...i�tiE92iVii °r AfR.iPACE CAvRY IMMIZIOR f' O�Aii. TE 3l9I'f'iwa IAMINATF,Pi 4 $..:. �t' •,i ' AIR HIM .- AIR FILM U--Value Calculation for a Wood Framed_ all (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Say Space 7 ft R-value `b of Wall Column Width 6 111 Exterior Air Film 0.17 100.00% Column Depth 11':25 in Exterior Sheathing :0 100.00% Nailer Spacing 36 in Air Space 0.91 84.72% Mailer Width 5.5 in Exterior Wall Framing 1.875 15.28% Nailer Depth 1.5 in Insulation 19 92.86% Stripping Spacing 32 in Column 14.0625 7.1440 Stripping Width 3.5 in Interior Wall Framing 1.875 10.94% Stripping Depth 1.5 in Air Space 0.91 89.06% Wood R-Value 1.25 per inch Interior Sheathing 0'`:'. 1.00.00% Interior Air Film 0,68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.1.70 2 Exterior Sheathing 0.000 0.000 3 Airspace 0.771 1.057 Exterior Wall Framing 0.286 4 Insulation 17.643 18,647 Column 1.004 Interior Wall Framing0.205 5 Air Space 0.810 1.016 6 Interior Sheathing 0.000 0.000 7 Interior-Air Film L 0.680 0.680 Total Assembly R-Value 21.570 Total Assembly R--Value 21.5703 U-Factor 0.0164 WEMOR AIR SPACE q --IIJTERiOR IHSUTATEO—' _ f., AIRSPACE CAVITY ''- ��,1-�' LAAAim Trp `` COLUMN E)aMOR '= - IWERIOR `,, AIR FWA AIR FILM IU--Value Calculation for a stood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 7.5 ft R-value of Wall Column Width 6 in Exteroorr Aar Film 0.17 100.00 + Column Depth 9,25 in Exterior Sheathin �0_ �: ' 100.0090 Nailer Spacing 36 in Air Space 0.91 84.72% Nailer Width 5.5 in Exterior Wall Framing 1.875 15.28% Nailer Depth 1.5 in Insulation 1'9`":';.'` 93.33% Stripping Spacing 32 in Column 11.5625 6.67% Stripping Width 3.5 in Interior Wall Framing 1.875 10.94% Stripping Depth 1,5 in Air Space 0.91 89,06% Wood R Value 1.25 per inch Interior Sheathin 0. ` 100.00% Interior Air Film 0.68 1 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.000 0.000 Airs ace 0:771 3 Exterior Wall Framing0.286 1'057 4 Insulation 17,733 18,504 Column 0.771 5 Interior Wall Framing 0.205 1.016 Air Space 0.810 6 Interior Sheathing 0,000 0.000 7 Interior Air Film 0.680 0.680 Total Assembly R-Value 21.427 Total Assembly 21.4271 U-Factory 0.0467 _ I r Alit SPACE I 1 -. R•tYMOR AIR SPACE CAVITY ( _ J EXVEFdOP tJAIL '. FS�S �-,-I SiFt1FF7WG LAAIINAT[O '. �' I• COLUMN COMM t —=- „ ItJTEP.IOR �'.' AM FFVA Alk FILM { Town of Southold—Fire Marshal Plan Review Project: F.I.Airfield Hangar Building Date: 2/28/22 Address:' Elizabeth Field SCTM- 12-1-18 `� u 1D �. . . `Cocle'Reference Item,`#.. , ;It m N in' escription- ;c: . Are any hazardous operations being performed as outlined in 412.3.6.1?If BC Section Item#1 so,a fire suppression system is required. 412.3.6.1,NFPA 409 8.8.1.2 Item#2 Floor surface shall be constructed in accordance with BC 412.3.3 BC Section 412.3.3 Item#3 Sheet GA-1 references IBC as opposed to NYSBC Notes: [F] 412.3.6.1 Hazardous Operations Any Group III aircraft hangar according to Table 412.3.6 that contains hazardous operations including,but not limited to,the following shall be provided with a Group I or II fire suppression system in accordance with NFPA 409 as applicable: 1. Doping. 2. Hot work including,but not limited to,welding,torch cutting and torch soldering. 3. Fuel transfer. 4. Fuel tank repair or maintenance not including defueled tanks in accordance with NFPA 409,inerted tanks or tanks that have never been fueled. 5. Spray finishing operations. 6. Total fuel capacity of all aircraft within the unsprinklered single fire area in excess of 1,600 gallons(6057 Q. 7. Total fuel capacity of all aircraft within the maximum single fire area in excess of 7,500 gallons(28 390 L) for a hangar with an automatic sprinkler system in accordance with Section 903.3.1.1. 412.3.3 Floor Surface Floors shall be graded and drained to prevent water or fuel from remaining on the floor.Floor drains shall discharge through an oil separator to the sewer or to an outside vented sump. Exception:Aircraft hangars with individual lease spaces not exceeding 2,000 square feet(186 mZ)each in which servicing,repairing or washing is not conducted and fuel is not dispensed shall have floors that are graded toward the door,but shall not require a separator. 39 Bravo Hangar Ehzabelh Field Fishers Island,NY 06390 MBB Murphy Burnham 8 Buttrick Architects 48 West 37th Street,14th Floor New York,New York 10018 Telephone 212.768 7676 www mbbarch com _ T.O.RIDGE EL:+43'-912' 70'-0° cli 7IIL�'� CO il•I�I ii . 1 I FIN FLOOR I EL: I FULLY ED EWLIGHT ELEVATION I — � ENTRY LIGHT 02SOUTH SCALE:1/16"=1'-0' I FINIFLOOR I PlAif, �i��• EL l+ts-0• I BIFOLD DOOR C 1 �f T0.RIDGES EL:+43'A 12' 4 ' r iy ( I I 11'iii il`'`!i I I I ii 11. :, ;`•/ r I� ! lir (i. ,{'f( Date Issue Rev. i \ I + ;{;((� 07.03.2019 Su Id ng Depamnent i 11.18.2019 mann ng Depamment 06.18.2020 NYS DEC J ! 1 1.04,2020 Plann ng Depammenl 1 BIFOLD DOOR - - - - - - - - - - - - - - - - JF.1-00 \ / -j L - - - FIN R 1 1 1 / i i EL: -0' 01 HANGAR PLAN 03 EAST ELEVATION APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD A-200.00 DATE 1% Building Plan & Elevations wed Desi chest , Sc F;n eerlii group, P.C. p M March 17, 2022 Nancy.Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 RE: Fishers Island, MBI Job#B115107139 Dear Ms. Dwyer, ., Below are my responses to your email request dated March 15, 2022. • The notes on GA1 are general and I inadvertently left the IBC..references in.. The.'2020 NYS says the exact same_message with the exact same code sections and tables. The term"IBC" on the second line of note 3A-should be changed to°2020 NYS". • The hangarwill be used for the,storageof non-commercial aircraft. No fuel will be-stored onsite and none of the.operations listed in 412.3.6.1 will be performed. There will be three lease spaces of 1,400 square feet each, with no repairing:or washing. • The floor will be graded toward the door. , • The structure will not.be heated. The last three responses came directly from John M. Mealy of MBB Architects. Please contact me if I can be of further assistance. Resp ctfully, Allie Design.A&E rou P.0 Donald N.Tippet,AIA, CARBO' New York Registered Arch tect"#02990 I 100 5..Pershing, i Morton,IL 61550 a oq,,2G3AW5 .. S 23!48*18" E 0112*irw,Uprohtm-2015 4" STEEL 20.12' DRAIN PIPE FISHERS ISLAND SOUND n7' POLE 316 F . . ..... O,'/GIJY Ir 1-5 33 Wilbur Cross Way.h4ansfield.CT 06268 7 J 101 East Rivor Drive, 1 St Floor East Hartford,CT 06108 860-895-1055 1 www.cl,acomr)atiie,.;.com 116,, A: C VIEST 0 ce 4ARBOR D or U N 16*02',35* E 'IT z N 73.57 25 W 20.00- GRAVEL PATH 69.53N� I POLE \ % OR Yc 69.53, 29'58 25 E '�S 2 to S N 24!52'58* W 49.53' N:380842 69 V % S 2T58'18" E C. REMAINS OF 49.53' CONCRETE BUNKER IE:2541387.53 POLE 317 k 15 00' of /7 E/, POLE S 74!58'18 C'V I S 16*02'35" W 20-00' 28.50' SITE DEVELOPMENT PLAN ELIZABETH PREPARED FOR: N -60*01'42" E 01- FIELD IN 60!01'42" E- 0 HEAVY FISHERS ISLAND 80.00'--\ AIRPORT 29.85' 'bd-11 116 ,RUSI-4 AIRWAYS, LLC S 29'58*18* E S 29*58 18 E '13'L LEASE UNE 24.85' 60.00' BLOCK ISLAND SOUND yp.). ELIZABETH FIELD r0LE FISHERS ISLAND, N 2T58'1 8 W L to NEW YORK 60.00'- LOCATION MAP SCALE 1 =2000' LEASE AREA ---------- 21,135± S.F. MAP FIFERENCE 60-01-42- E C 15.00, 1 3 C�.c3q 'PVC 1.) TOPOGRAPHICAL MAP, PORTION OF PROPERTY OF ELIZABETH FIELD AIRPORT, TOWN OF SOUTHOLD, FISHERS ISLAND, NEW YORK, -WELL-' SCALE 1"=50', BY CHANDLER, PALMER & KING, NORWICH, 4 GO RED� vvz� CONNFICTICUT, JULY 16, 1991. POLEb - -* a . 't% I- x .REEL. biT --" N10-W 00 1-1 2.) FLOOD INSURANCE RATE MAP, FEMA, PANEL 18 AND 19 OF //P '-��LIIMITS OF FLOOD ZONE AE-9 S ro 'a(' RED �pd 1 1026, MAP SUFFIX: A MBER 5.,§S' 12 361030001911, MAP REVISED SEPTEMBER 2520OP REFL,�, GRAVEL PAVEMENT L ROUND C.B. OVER DRYWELL T.F.=7.26 POL[� REFL. INV,=4.0 RED 23 'tv x RED OIL R x LAI PS -Y WAS REFL. 1.) THIS SURVI PREPARED FOR THE PARTIES AND PURPOSE INDICATED HFREON. ANY EXTENSION OF THE USE BEYOND THE 0 S 60*01'42* W PURPOSED AGRLED TO BETWEEN THE CLIENT AND THE SURVEYOR 25.00' 0�1 FLEURICAl- FL EXCEEDS THF SCOPE OF THE ENGAGEMENT. 0 5 OP r OP BLUE vi f/zo 2.) IT IS A VIOI ATION OF THE STATE EDUCATION LAW FOR ANY 7)' 1A N' PERSON, UN!-ES; ACTING UNDER THE DIRECTION OF A LICENSED I �-y NPO 5; OREFL. -YOR, TO ALTER AN ITEM IN ANY WAY. LAND SURVF REI TrEE o"o REF FAVFMFNT 3.) ONLY COPILS OF THIS SURVEY MARKED WITH THE LAND 17 IS A MOLATION OF LAW FOP ANY PIERSM, UNLESS THEY An SURVEYOR*!� Sl(',tIAT[JRF AND AN ORIGINAL EMBOSSED OR INK SEAL ACTING UNDER THE DIRECTION(IF A LKINM PROFMONAL .111 SO4� YELLOW LINES p CATCH ARE TtiL PRODUCT OF THE LAND SURVEYOR. MNEER.ARCHTIECT.LAKSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY.r AN ITEM BEAPIM W/ TIEDOWNS BLUE BASIN,,, 7 1-01 STAW THE ALTERING BIT. COK"-. A; RLFL, OR LAND SUPVOE"SHALL STAMP THE D=AIENI AND 04CLUX THE (NO SEALCOAT) 4.) NO MALRATION PERMITTED HEREON EXCEPT AS PROVIDIFI) UNDER NOTATION ALTERED BY FOLLOWED BY TWW"ATURE,THE PAVEMENT \44 DATE OF SUCM ALTERATION,AND A SPECIFIC DESCRIPTION S'IECTI�.' iNl 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION OF THIE ALTERAIM LYELLOW LINLS EDGE OF J 4 \�\\\ \� \ LAW. W1 TIEDOWNS F'AVEMLNT BLUE REFL. 5.) ELEVATION DATUM: NAVD 88 "-Q CUIDANCF 6.) HORIZONTAL DATUM: NEW YORK STATE PLANE COORDINATE SYSTEM LONG ISLAND ZONE REFZ ', OVER BLUE SIGN REFL. DRYWELL T.F.-7430 GUIDANCEN-----l� ORED T. 7.) UTILITIES: ! 0 SIGN %el REFL,. INV.=4.0 r-SPLICE CANS (2) CONTACT: J.C. FINAN (631) 788-7251 OVER %, FISHER'S ISLAND ELECTRIC EXISTING CONDITIONS DRYWELL "i I C.B BLUE FISHERS ISLAND WATER WORKS C.S. T.F.=7.97 r-T F,=F.20 RFFL": INV.=4.0 BLUE I IN FISHERS ISLAND TELEPHONE OVER REFL. DRYWELL RED IT.F.=8.38 4 WAY DUCT BANK UTILITY LOCATIONS ARE APPROXIMATE. REFL. INV.=4.0 24"W X '24"D-- ELECTRIC SPLICE CANS '2) MANHOLE REDO ALL DRY WELLS REFL. T.F.=8.19 OVER 1 O'DIA. X 3' ORY�VELL (11<11 1_ -1--.I f 0 T.F. 7.83 RUNWAY LIGHT "-CATCH BASIN #2 INV.=4.0 BLUE L. 0 'OF ArPPOVAL PATTM (TYPICAL) /Ar1r,,0%'At, .1 11 IN'117111E R F--0 I A TION OVER YELLOW LINES X IccrPITI)(1;EC CON-11111 ION'S ON rr-SOUTION4. DRYWELL T.F.=7.25 TE INV.=4.0 RUNWAY LIGHT (TYPICAL) GT 1 1) NAT UCEL E ELECTRIC SPLICE BOXES -'-GOI DANCE--,/ YELLOW LINES SIGN LD F1 Tcrx,,N'OF SOI[A lit N-N7N'G FoAlr.r) to No. Submittal of Revision Vp'd, By Date ELECTRIC SPLICE BOX o N*OTT-rv-v. hvel-r-T rla- sha"b-valid P�r a POTI'-A of el-+t-", (I F) SIGNAL Im r"r-l!r-&em rl-1310 LIGHTS CATCH BASIN #5 ELECTRIC SPLICE PDX UTII ITi ELECTRIC HAND HOLE q. iI Bo}; S RUNWAY TAXI SIGN .30-12 CATCH BASIN #3 too, Lu i t-o 2022 FES ,to ot BUILDING DEPT TOWN OF SOUTHOLD LEGEND EDGE OF PAVEMENT Designed By: Drawn By: Checked By: EDGE OF GRAVEL ------------------- --- RAC/ZBC CB/RHS BENCHMARK DATA TREE LINE OVERHEAD WIRES Issue Date: Project No Scale: QUALITY CONTROL CERTIFICATION DESCRIPTION COORDINATES ELEVATION UTILITY POLE 11-04-2020 1 066334 1 1. 40' IN 380952.62 EXISTING CONTOUR GROUP DATE IRON ROD E 2541616.50 20.03 Drawing No.: PRO�ECT MANAGER I SURVEY IRON ROD IN 380669.84 8.03 40 20 0 40 15 -0 0 S 74- 28.50 9 IN 0. 1.42- E- 29.6859 ENVIRONMENTAL E 2541818.78 SHEET 1 OF 3 CrAL GRAPHIC SCALE IN FEET STRUCTURAL FCT',JRAI- Drawing Copynghl C 2015 DRAINAGE CALCULATIONS AREA 1 (DRIVEWAY) 1 4800 SF X 1.0 X 2/12 = 800 CU. FT. REQUIRED 0 C4- W 800 CF. / 1.0 VF = 800 SF REQUIRED FOR INFILTRATION BASIN 2 PROVIDE 840± SF INFILTRATION SWALE- 280 FT. LONG X 3' WIDE 1 FT.± DEEP �� �� 33 Wilbur Cross Way.Mansfield CT OG268 Nn PROVIDE �' POLE 316 SEE LIST OF TYPICAL PLANTINGS. CONSTRUCTION v \', 1a1 East River Drive, 1st Floor L W/GUY East Hartford,CT 06108 AREA 2 ROOF AND PAVED AREA ENTRANCE \ C" 8fi0 8P5-1055 I vVAM.chacompnries.corn 0 18,030 SF X 1.0 X 2/12 = 3,005 CU. FT. REQUIRED (SEE DETAIL) �. \� 3,005 CF. / 2 VF = 1,503 SF REQUIRED FOR INFILTRATION BASIN C, PROVIDE 15104 SF INFILTRATION BASIN 2± DEEP /, I SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. r �, Lu MH 0 \` ol SITE DEVELOPMENT PLAN PREPARED FOR: FISHERS ISLAND AIRWAYS, LLC LE PROVIDE SILT FENCE , / MAINTAIN THROUGHOUT \ ELIZABETH FIELD CONSTRUCTION .� ';, FISHERS ISLAND, NEW YORK PROVIDE Jr <� MADE GRAVEL DRIVE 1 1 MH 0 r \ \ (4,800 SQ. FT.) � /1�1 /1 r l ! ✓,: (SEE DETAIL) Jr r! /4 GRADE TO GRASS SWALE -',f PROVIDE BURIED 1 " ,ft UTILITIES TO j - \ i'�� JlJ AREA 1- PROVIDE EXISTING BUILDING ` 1\ REMOVE POLES WITHIN GRASS SWALE FOR / LEASE AREA-COORDINATE iii i, DRIVEWAY RUNOFF PROVIDE NEW PAVED ALL WORK WITH Fl + fir // (SEE DETAIL) LEASE LINE \ � -"` - AREA (13,830 SQ. F?.) UTILITY CO. /� \` (SEE DETAIL)- y _ + /r r ,i / (TYP.). �� \ i�r MIN. SLOPE 171: y \ �/�, �--� - PROVIDE TEMPORARY fir' 3 C_ONCRETE WASH PIT-- / r 16, PROPOSED LEASE AREA / y' / -�� HEAVY i \ 21.135± S.F. ,6 / _ ' ,,. BRUSH I ;' .. '�- \ \ ',ID •/ ,';-'' :'' ,� ASF i rf 4 1 ii r' / IS/A VIOLATION OF LAW FOR ANY PERSON,UNLESS TtCY ARE ACTING.IM NDER THE DIRECTION OF A LICENSED PrtOFESSiONAI �. / S n f ENGINEER.ARCV�TECT,LANDSCAPE ARCIaIECT OR LAND -- \\ 1 r • LIMITS OF DISTURBANCE _ \ SURVEYOR To ALTER AN nol IN ANY WAY.F AN aw BEAM THE PROPOSED HANGAR' :ii .. ''"��_ - � ' 50.600 SQ. FT. i � ���Aso�'nlEciuHasa'cA�PE�AA own uNOFwo ~' i I I SURVEYOR SnNUPL 4.200 SQ: FT. -- /' / F F EL 1.5.0;- :, ._ / PROVIDE I \ DATE Or 5Uai ALIFRATION AND A SPeaFlc DESCRIPTION / PROVIDE I / \ ! - PC)LF `' / �� SILT FENCE , OF THE ALTERATIDN. SILT FENCE \ \ z i' f /"' I MAINTAIN STOCKPILE ___ _ \ �, - THROUGHOUT 1 l THROUGHOUT AREA \ 10. f '` / / CONSTRUCTION \. J CONSTRUCTION / / / / / -- 1 _ •- _ LIMITS OF DISTURBANCE / 1 `— /, �� /''" T r - .j `% \ 50,600 SQ. FT PROVIDE 6` PVC FOR ROOF LEADERS R E / / x AREA 2- PROVIDE \�\ / l -10 ALL DISTURBED INFILTRATION BASIN \ � I �� 1 4AM AN FOR PAVING AND \ ---'' `' -�� �'' �3 x SLOPES ROOF RUNOFF �, - ' I x / (SEE DETAIL) •\` i � t J / / 1, .% ...: x �,, � ' , GRAVEL \ �, �.` �0 � -'" PAVEMENT EFL. PROVIDE '' LOAMND SEED Q \ No. Submittal/Revision App'd By Date / RIPRAP - \ A ISTURB p4r 1 SWALE TO / / `INFILTRATION BASN \ / PES' POLE - / / / ROUNI, C.B. 9 RED f SAW/CUT EXISTING DF C 7 E -� f F x /�F : '" PAVEMENT `� - -- �' ' �OAM AND SEED INV. "'O ` t ANY DISTURBED 1 AREAS) p BOLLARDS f x RED o APPROVED Q SF 1 '\ <1\ 0 PlANNING BOARD i TOWN OF SOUTMOLD \REFL. �ELECTRICAL � � � �� DATE BUILDIN I SITE PLAN-- I^ PROPOSED DEVELOPMENT LEGEND EDGE OF PAVEMENT Designed By: Drawn By: Checked By: EDGE OF GRAVEL ------------------- --- RAC/ZBC CB/RHS BENCHMARK DATA TREE LINE Issue Date: Project No: Scale: OVERHEAD WIRES --- --- DESCRIPTION COORDINATES ELEVATION UTILITY POLE 11-04-2020 L 066334 1"=20' IRON ROD N 380952.62 20.03 EXISTING CONTOUR ———— 14 ———— Drawing No.: E 2541616.50 PROPOSED CONTOUR IRON ROD N 380669.84 8.03 E 2541818.78 20 10 0 20 SHEET 2 OF 3 GRAPHIC SCALE IN FEET DrrAing Copyright C 2015 STRAW SAL: 4_1PLASTIC LINING R NATIVE MATERIAL „, BINDER t'-K1RE lk�4 33 Wilbur Cross Way.Mansfield,CT 06268 , SECTION B-B WOOD OF NOT TO SCALE 101 East River prive. 1st Floor ��• METAL STAKE' 2" PR0:,ESSE.D GRAVEL-, East Hartford.CT 06108 O� (2 PER BALE1 860-885-1055 1 mvm.chscompanies.com 2" T3P COU?SE CLt,SS 1 60" E1TUM1^•i7Uc _- ti ���✓ FINDER CUURS_ 1 1 qS� �'�' -+ -'IJ' Iv1!N. PACE I'd 2 LIFT=- EXISTING 2 GROUND 2 2� GRASS SYNTHETIC MATTING ERONET P300 - ; •_ ► t 8" COMPACTED SUBBASE) 36GREEN BY NORTH AMERICAN EQUAL OR PERMANENT 12" RC-LED GRAVCL SU --34SE P_ U,32.02 OF FORIA 916 GRAVEL DRIVEWAY -CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE PLASTIC •STRAW BALE BITUMINOUS CONCRETE PAVEMENT GRASS SWALE WITH SYNTHETIC MATTING LINING PLAN (TMP) NOT TO SCALE NOT U SCALE NTS T �nN[�NOT O SOOT PIT SITE DEVELOPMENT PLAN PREPARED FOR: NOTES: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING PUMPS MUST RE SLED ACCORDINGLY (7 GALLONS/TRUCK, FISHERS ISLAND 50 GALLONS/FUME, PLUS MIN. 1' FREEBOARD). AIRWAYS, LLC 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PRO,':RLY DISPOSED D, WHEN THE PIT REACHES 75% OF ITS CAPACITY. ELIZABETH FIELD 3. INSPECT PIT PRIOR TO EACH LSE TO ENSURE CONTAINMENT FISHERS ISLAND, OF WASH WATER. NEW YORK SILT FENCE WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) ESTIMATED CONSTRUCTION SCHEDULE 'C 36" MIN. LENGTH FENCE A. INSTALL EROSION AND ';FDIMENT CONTROL SYSTEMS - APRIL 2021 MAX' CeNTEp r 4" MINIMUM TOPSOIL & SEED. POSTS DRIVEN MIN O CENTER . 16" B. DEMOLISH EXISTING BUIL rING & EXCAVATE FOUNDATION - APRIL 2021 ill --- •• - -. - INTO GROUND EROSIONOVIDE CONTROL DEGRADABLE MATTING C ROUGH GRADE SITE - APRIL 2021 FOR STABILIZATION' AS SILT FENCE SPECIFICATIONS D. INSTALL STORMWATER r,ND UTILITIES - JUNE-JULY 2021 - _ + D. CONSTRUCT DRIVEWAYS fig: PARKING - SEPTEMBER 2021 A. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, N 3 NAY. POLYESTER, ETHYLENE, OR SIMILAR FILAMENTS AND SHALL BE CERTIFIED BY THE E. CONSTRUCT BUILDINGS TRUCTURE - MAY-AUGUST 2021 HEIGHT OF MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MINIMUM - ' ' PERMEABLE SOIL MIXTURE ..'�,;'' .•"l' �'• �• • -"•i: `: 18" MIN. OR TO SUITAEILE FILTER = 16" MIN. REQUIREMENTS: F. FINISH GRADE SITE ANC INSTALL LANDSCAPING - SEPTEMBER OCTOBER 2021 40% SAND, 20-30% TOPSOIL,- •. .. FREE DRAINING MATFRIAt EMBED FILTER 1. FILTERING EFFICIENCY 75 PERCENT (MIN) & 30-40*1 COMPOST - ---SEE PLANS---+- �O/ _ CLOTH A MIN. OF F/ wy�1 I 6" IN GROUND 2. GRAB TENSILE STRENGTH 100 POUNDS 3. ELONGATION AT FAILURE 15 PERCENT INFILTRATION BASIN NOT TO SCALE PERSPECTIVE MEW 4. MULLEN BURST STRENGTH 250 POUNDS PER SQUARE INCH NTE. 5. PUNCTURE STRENGTH 50 POUNDS 1.) CONTRACTOR MAY INCLUDE NATIVE SAM MATERIAL FROM EXCAVATION IN THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST WOVEN WIRE FENCE (MIN. 14 II 6. APPARENT OPENING SIZE 0.60mm< X <0.90mm TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. / 1/2 GAUGE W/ MAX. 6" MESH rt rs NUNVLRN OF uw FOR ANY PERSON,u LFSSPROs SS ARE AC NC UNDER TME DIRECTION OF A UCEf15ED pROEESSY.INAL SPACING) WITH FILTER CLOTH z 7. FLOW RATE 0.2 GALLONS PER SQUARE FOOT PER 2.) PERMEABLE SOIL MIXTURE SHALL- NOT BE COMPACTED AND THE ENTIRE WATER QUALITY ONONEER.ARWTECT,LANDSCAPE ARCKTECT OR LAND THE MINUTE BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. suevEYaR TO ALTER AN PRO IN ION 6 rt AN ITER BEARING G STAMP!1i A LICENSED PRO�F.SSIONAI.IS ALTERED.D$ALTERING 36" MIN. FENCE POST O EN9411R.ARWTECT•LANDSCAPE ARCMTECT OR LAND SLF%V0R SHALL STAID THE DOCUWFNT AND RKIUDE THE UINDISTURBED 8. PERMITTIVITY 0.05 PER SECOND (MIN) 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PEFMEABLE SOIL NOTATION ALTERED BY FOLLOWED BY THEIR SIGNATURE.THE FLOW-- - II' GROUND MIXTURE IF E&S CONTROLS ARE NOT INSTALL FD Fc MAINTAINED AS INDICATED. DATE OF su°r AL«A�ALL ATM°Flc°EscR'Prml' 9. ULTRAVIOLET RADIATION STABILITY 70 PERCENT AFTER 500 HOURS OF _ _ COMPACTED SOI L z = EXPOSURE (MIN) CONSERVATION SEEDS 4.) SEED WITH RAIN NC�(800RR73 EN GASS31321) OR APPROVED EQUAL,SUPPLIED BYERNST EMBED FILTER CLOTH o B. STAKES ARE TO BE MADE OUT OF HARDWOOD WITH A MINIMUM CROSS TYPICAL PLANTING ANDEQIj�G FOR RAIN GARDEN AREAS: A MIN. OF 6" IN GROUND SECTIONAL AREA OF 1.5 SQUARE INCHES OR STEEL POSTS WITH A MINIMUM 4" WEIGHT OF 0.5 POUNDS PER LINEAR FOOT. 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND C. TORN OR PUNCTURED GEOTEXTILES SHALL NOT BE USED, WETLAND PLANTS, INC. SECTION VIEW 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA D. ON SLOPES WHERE SURFACE FLOW FOLLOWS THE SILT FENCE LINE, 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA CQN RUC71ON SPECIFICATIONS PERPENDICULAR SILT FENCE CHECKS SHALL BE INSTALLED AT 50 FOOT 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI INTERVALS. 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA E. LINES OF SILT FENCE SHOULD FOLLOW CONTOUR LINES 5-10 FEET DOWN I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WRF GRADIENT FROM THE SLOPE. WHERE CONTOUR LINES CAN NOT BE FOLLOWED TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR PERPENDICULAR WINGS SHOULD BE PLACED AT 50 FOOT INTERVALS. HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN VIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX 114CHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X. MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOPAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. No Submittal f Revision .App'd{ By I Date t - PERSON RESPONSIBLE FOR MAINTAINING CONTROL MEASURES DURING CONSTRUCTION. NAME APPROVED BY - !^LAN NINIG BOARD /J ADDRESS --- -----__ ._ TELEPHONE # TONA.1; Or, SOUTHOLD SILT r ENCF CHECK. SEE SILT SP --+-� r FENCE SPECIFICATION'S. r-'-r- ATr MAINTENANCE LOG � STOCKPILE �+�*� t1� 1.r,"x1.5"x42" STAKE DRIVEN GNa LOCATION DESCRIPTION DATE INITIALS DOWNSI OPE SIDE Cr- TRFN„H ,� F�. SUGGESTED SEEDING MIXTURES AND PRACTICES EXTEND 8" OF SLT FENCE BELOW GRADE '' AREAS WHERE SEED RATE PER �� r` _ MIX APPLIES SEEDING MIXTURES BY WEIGHT 1,000 SO. FT. SEEDING DATES CONSTRUCTION ANGLE S?AKI 2' - 20' UP;LO 'E SCT STAKE 12" MINIMUM INTO GRADE ALL LAWN AREAS RED FESCUES 45% 1 LBS. APRIL 1 - JUNE 15 DETAILS STAKED HAYBALES MAY BE KENTUCKY BLUEGRASS 45% OR SUBSTITUTED FOR SILT FENCE �4h`� 1 PERENNIAL RYEGRASS 10% AUG. 15 - OCT. 1 SILT FFNCF LOCATED " 5-10' FROM TOF. or ROAD CUTS, FILLS, KENTUCKY TALL FESCUE 47% 0.95 LBS. APRIL 1 - JUNE 15 Designed By: Drawn By: Checked By: SLOPE DIVERSION DITCHES, & REDTOP 6% OR STORMWATER BASINS CREEPING RED FESCUE 47% AUG. 15 - OCT. 1 RCB/RHS Issue Date: Project C ect No: Scale: 40' WHERE TREES ARE TO BE RETAINED, THE SEED MIXTURE SHOULD BE ADAPTED FOR SHADY CONDITIONS. PROJECT DATES DATE INITIALS 11-04-2020 066334 1"=20' EXISTING PROJECT GROUNDBREAKING SUBGRADE BACKFILLED TRENCH TEMPORARY SEEDING ANNUAL RYEGRASS OR 1-1/2 LBS. WITHIN 7 DAYS AFTER FINAL STABILIZATION Drawing No.: SILT FENCE A•f TOE OF SLOPE APPLICATION PERENNIAL RYEGRASS SUSPENSION OF GRADING WORK NOT TO SCALE SHEET 3 OF 3 OFFICE- DESIGN AND EX P LA N ATO RY NOTES WESTFIELD, MA JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 115-107139 INCORPORATED AS PART OF THESE DRAWINGS. 2.) NO ONE MAY ALTER ANY ARCHITECTURAL ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT. 3.) LIMITATIONS FOR S-1 USE GROUP INCLUDE: A. ALL CHEMICALS STORED IN THIS ING SHALL MEET THE REQUIREMENTS OF USE GROUP S-1 AS DESCRIBED I IBC ECTION 307, ALL CHEMICALS ABOVE THE MAXIMUM ALLOWABLE QUA IES PER TABLES 307.1(1) AND 307.1(2) SHALL HAVE A CLOSED CUP FLASH POINT AT OR ABOVE 200 DEGREES F,MEET THE LD50 AND LC50 TOXICITY REQUIREMENTS (ORAL, DERMAL,AND INHALATION) FOR NONTOXIC CHEMICALS, MEET THE REQUIREMENT FOR NONCORROSIVE CHEMICALS, AND WILL MEET ALL OF THE BOTHER LIMITS FOR MODERATE HAZARD STORAGE AS SPECIFIED IN SECTION 307 FOR HIGH-HAZARD STORAGE. B. HIGH - PILED COMBUSTIBLE STORAGE, WHERE THE TOP OF STORAGE IS GREATER THAN 12 FEET IN HEIGHT, IS NOT ALLOWED. 4.) INTERIOR BY OWNER. = c3 A. INTERIOR WALKDOORS, FIXTURES,AND FINISHES ARE NOT BY MORTON BUILDINGS, INC.OR MORTON BUILDINGS'SUBCONTRACTORS,AND ARE THE n_ OWNER'S RESPONSIBILITY. B. 2x4 AND 2x6 STUDWALLS ARE NOT BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS'SUBCONTRACTORS, AND ARE THE OWNER'S RESPONSIBILITY. (''� �....J � Z 5.)♦THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Z NOT PROVIDED BY MORTON BUILDINGS, INC.OR MORTON BUILDINGS' Oz SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. a. Ll_1 J LJJ 1 �- ,V �o Z Q O �. Q RY 'V Z O �w N Ik � Itl U J W �- Z . .; V U-- C) r � I OCCUPANCY OR I� X .� USE IS UNLAWFUL -� o .. WITHOUT CERTIFICATE ° C� APPROVED AS NOTED OF XGUPANCY cn z DATE:3 B.P.& �� L.L! _ ce tu FEE. �� Y: 0-- NOTIFY BUILDING DEPARTII".` Irr AT vi 765-1802 SAM TO 4 PM FOR THE Q 8 FOLLOWING INSPECTIONS: t FOUNDATION TWO REQUIRED CO� PLV WITH ALLO ( �'CDcS FOR �-11 POURED CONCRETE NI=W YORK STATE & TOWN C VM- ROUGH - FRAMING & PLUMBING AS REQUIR AND CONDITIO JS C = z 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOI N Z$A BE COMPLETE FOR C.O. $OUTHOLO t01'1N PLgNhnp i EaA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN TRUSTE 3 YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC DESIGN OR CONSTRUCTION ERRORS. FIRE ° raPECTIGN REQUIRED BEFORE TRUSS PLACARDING REQUIRED All exterior lighting installed,replaced or RETMIJ STORM WATER RUNOFF repaired shall conform PURSUAfdT TO CHAPTER 236 to Chapter 172 OF THE TOM CODE. of the Town Code DRAWN BY: ALS DATE: 10/1/2021 CHECKED BY. BHUGHEY DATE' 10/20/2021 REVISED DATE.• 1/10/2022 REVISED DATE. — REVISED DATE.' -- REVISED DATE,• ---- i HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT BUILDING DESIGN CRITERIA SHEET INDEX SUPERVISION AND THAT i AM A DULY LICENSED/REGISTERED SHEET# DESCRIPTION USE GROUP S-1 (SEE NOTE #3) ARCHITECT. °xtip CONSTRUCTION TYPE VB 1 SPECIFICATIONS &SHEET INDEX �'" FEB 1 k 2022 I' G1 OF G RISK CATEGORY I{ Al OF A3 BUILDING LOCATION PLAN &SPECIFICATIONSr w-f BUILDING AREA 4200 SQ. FT. H- t +�` A2 OF A3 INTERIOR PLAN � �� BUILDING DEPT DONA"LD.N.TIPPET,,:ARCHITECT ,..�, �. A3 OF A3 ELEVATIONS don.tipp�76Tflt8Fd&?stgnaes.com TOWN OF SOUTHOLD DATE:/ •t�REG. �q -•. . ._ SCALE. AS NOTED SHEET NO: OF: GA GA1 OFFICE.- DESIGN AND EXPLANATORY NOTES wE5TFIELD, MA SITE PLAN ACCESSIBILITY JOB NO. lis-107139 1. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES EXCEPT AT DOORS. 2. AN ACCESSIBLE ROUTES WALKING SURFACES, OTHER THAN RAMPS AND CURB RAMPS, SHALL BE NO GREATER THAN 1:20. WALKING SURFACE CROSS SLOPES OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 1:48. 3. THE MAXIMUM SLOPE OF A RAMP OR CURB RAMP SHALL BE 1:12 OR LESS. THE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES. 4, THE MINIMUM CLEAR WIDTH OF A RAMP 30 FEET OR LESS SHALL BE 36 INCHES. RAMPS MORE THAN 30 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 44 INCHES. S. RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RAMP AND EACH RAMP RUN WITH SLOPES NOT STEEPER THAN 1:48. 6. LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDTH OF THE RAMP RUN LEADING TO IT AND SHALL BE A MINIMUM OF 60 INCHES IN LENGTH. IF RAMPS CHANGE DIRECTION AT LANDINGS,THE MINIMUM LANDING SIZE SHALL BE 60 INCHES x 60 INCHES. CURB RAMPS SHALL HAVE A MINIMUM OF 36 INCHES CLEAR LENGTH. 7. IF A RAMP RUN HAS A RISE GREATER THAN 6 INCHES,THEN IT SHALL HAVE HAND RAILS ON BOTH SIDES. FOR BUILDING LOCATION INFORMATION, SEE 8. CHANGES IN LEVEL UP TO 114 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 114 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE • SITE PLAN DATED 11 -14-2020 PREPARED BY: NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE �-- ACCOMPLISHED BY MEANS OF A RAMP. a_ 9. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 36 INCHES, EXCLUSIVE OF FLARED m C H A SIDES. D 33 W I LB U R CROSS WAY 10.FOR PURPOSE OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE �,/ z MANSFIELD, CT 06268 TRUNCATED DOMES WHICH SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING Z PEDESTRIAN ROUTES. TRUNCATED DOMES SHALL BE LOCATED FOR A DISTANCE OF 24 CJ ° 101 EAST RIVER DRIVE, 1 ST FLOOR INCHES IN DIRECTIONS OF TRAVEL. 1"r� EAST HARTFORD, CT 06108 11.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR 4 WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED 860-885-1 055 SIDES;THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1:10. CURB RAMPS WITH RETURNED U CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE J LjLj RAMP. THE MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY -J Lu 1 ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. Z 12.BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO }` VEHICULAR TRAFFIC LANES OR INTO SPACES THAT WOULD INTERFERE WITH PERSONS ENTERING OR EXITING PARKED OR STANDING VEHICLES. 13.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY Z PARKED VEHICLES. Qc 14.MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING Q O SIDEWALK SHALL BE PRECEDED BY A 24 INCH DEEP AREA OF TRUNCATED DOMES ZK EXTENDING THE FULL WIDTH OF THE MARKED CROSSING. O J 15,ACCESSIBLE PARKING SPACE: A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:48 IN ALL DIRECTIONS. V J L1 1 16.THRESHOLD: W E— 0 ce A. LANDINGS SHALL BE HARD, FIRM AND SLIP RESISTANT SURFACES AND SHALL HAVE Z 0 SLOPES OF LESS THAN 1:48 IN ALL DIRECTIONS. B. CHANGES IN LEVEL OF 114 INCH HEIGHT SHALL BE PERMITTED TO BE VERTICAL. ::f Q C. CHANGES IN LEVEL GREATER THAN 114 INCH HEIGHT AND NOT MORE THAN 1/2 INCH O MAXIMUM HIGH SHALL BE BEVELED TO A SLOPE NO STEEPER THAN 1:2. m 17.SURFACE: A. ALL ACCESSIBLE ROUTES /ACCESS ELEMENTS SHALL BE STABLE, FIRM AND SLIP RESISTANT. C.�5 Z B. ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20. CROSS SLOPES OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. L_i Lu THE FLOOR SURFACE WITHIN DOOR MANEUVERING CLEARANCES C. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER Q Ivi SHALL HAVE A SLOPE NOT STEEPER THAN 1:50. THAN 1:48. 1 1 I D ( 9z I _ GROOVE JOINT Z O1 SIDEWALK SIDEWALK A TRUNCATED DOMES 3'-0" lIWMUM — FACE OF CURB CURB RAMP DETAIL SLOPE a 1 :4OFT SLOPE"C" 1:12 1 FT SL PEE ANCHORED WHEELSTOP AT EACH SPACE "VAN ACCESSIBLE"OR STANDARD ACCESSIBLE Z PARKING IDENTIFICATION SIGN PARKING � No PARKING i ANY TIME DRAWN BY.• ALS ACCESSIBLE ROUTE PERMIT ONLY DA TE. 10/l/202) $100.00 FINE CHECKED BY. BHUGHEY REQUIRED AT VAN VAN 3-2x6 LAMINATED COLUMN DATE.' 10/20/2021 C� ACCESSIBLE SPACES. ACCESSIBLNAILER PLANE E WALKDOOR THRESHOLD WITH REVISED DA TE., 1/10/2022 2x8 NOTCHED SPLASHBOARD BEVEL LESS THAN 1:2 SLOPE EXPANSION JOINT 2x4 TREATED BLOCK REVISED DA FE., ---- 4"CONCRETE LANDWG REVISED 114" PER FOOT SLOPE 4"CONCRETE FLOOR REVISED DATE. -- 0 o AISLE 6x6/10x10 WWM PAINTED STEEL CHANNEL PAINTED STEEL CHANNEL 60"MIN.TO BOTTOM OF SIGNAGE � " 4 MORTON 60"MIN.TO BOTTOM OF SIGNAGEaT "'•: GRADE SLOPE GRADE AWAY FROM 4" 3? LANDING A MINIMUM OF 1/4" PER FOOT SLOPE FORA :.,:+ 4 i�`" /Ri .. MINIMUM DISTANCE OF 5-0" 8'-0"MIN. FINISH GRADE FINISH GRADE #4 CONTINUOUS REBAR �,- ► ''� {� 8'-0"MIN. ACCESS AISLE AROUND PERIMETER 4., j Yui� ...Yj 4 NON-FROST SUSCEPTIBLE SOIL TO BELOW 16'-0"MIN. FROSTLINE UNDER ALL EXTERIOR LANDINGS ACCESSIBLE PARKING SPACE DETAIL LANDING & THRESHOLD DETAIL ACCESSIBLE PARKING SIGN ACCESS AISLE NO PARKING SIGN • SCALE.• AS NOTED SEE NOTE #15 ALE: l = 1 - SEE NOTE #16 SHEET NO: OF.' Al A3 OFFICE.' DESIGN AND EXPLANATORY NOTES r W ESTFIELD, MA FLOOR PLAN ACCESSIBILITY J 115-107139 OB NO. 1. ACCESSIBILITY SHALL COMPLY WITH ICC/ANSI 117.1 2. DOORS. A. DOOR HARDWARE THROUGHOUT BUILDING SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE, THE FORCE REQUIRED TO ACTIVATE CONTROLS 60'-0" SHALL BE NO GREATER THAN 5 LB/FT. B. ALL DOORS REQUIRED TO BE ACCESSIBLE,SHALL BE PROVIDED WITH LEVER HANDLES OR 5'XS'CONCRETE LANDING PUSH/PULL HARDWARE. --- — — C. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN 18 POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. D.THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN ACCESSIBLE INTERIOR HINGED DOORS SHALL BE 5 LB/FT. E. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 INCHES MINIMUM TO 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. F. THE UNLATCHING OFANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. © ( G. DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY f OR SPECIAL KNOWLEDGE OR EFFORT H. GLAZING IN DOORS AND SIDELITES SHALL BE SAFETY GLAZING. WINDOW GLAZING WITHIN TWO FEET OF ANY VERTICAL EDGE OF A DOOR IN A CLOSED POSITION SHALL �–' N ALSO BE SAFETY GLAZED. Q_ ce i 3. SIGNAGE, m I I A.SIGNAGE IS REQUIRED AT THE FOLLOWING LOCATIONS: M Oz 1) AT ALL NON-ACCESSIBLE ENTRANCES INDICATING THE LOCATION OF THE /` ACCESSIBLE ENTRANCES. z e I o 2) SIGNS STATING"EXIT'SHALL BE PROVIDED ADJACENT TO EACH DOOR THAT LEADS a TO A CORRIDOR,STAIRWELL, OR TO THE EXTERIOR OF THE BUILDING. B. ALL SIGNS SHALL INCLUDE TACTILE SIGNAGE INCLUDING ANY OPTIONAL INTERIOR AND C? EXTERIOR SIGNAGE IDENTIFYING PERMANENT ROOMS AND SPACES. o C.TACTILE AND BRAILLE SIGNAGE SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE Urlool r. FLOOR OR GROUND SURFACE, MEASURED TO THE BASELINE OF THE LOWEST TACTILE Lu LETTER TO 60 INCHES MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE, MEASURED J w I ( TO THE BASE LINE OF THE HIGHEST TACTILE LETTER. ® D.TACTILE SIGNAGE SHALL BE LOCATED AT THE LATCH SIDE OF A DOORWAY.AT DOUBLE DOORS SIGNAGE SHALL BE PROVIDED ON THE SIDE OF ANY INACTIVE LEAF. IF BOTH Q DOORS ARE ACTIVE THE SIGNAGE SHALL BE PLACED TO THE RIGHT SIDE OF THE DOORWAY. IF SPACE IS NOT AVAILABLE FOR SIGNAGE IN THESE LOCATIONS,SIGNAGE { SHALL BE LOCATED ON THE NEAREST ADJACENT WALL TO THE AREA SPECIFIED. Z a 1 E. A MINIMUM 18 INCHES x18 INCHES CLEAR FLOOR AREA CENTERED ON THE TACTILE p Q { SIGNAGE SHALL BE PROVIDED BEYOND THE ARC OF THE DOORWAY. SIGNAGE SHALL z _ I BE ALLOWED ON THE PUSH SIDE OF DOORS WITH CLOSERS WITHOUT HOLD OPEN z O I DEVICES. Q "' �vt . I F. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING En NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. `aG.STREET ADDRESS SHALL BE POSTED IN NOT LESS THAN 4 INCH HIGH LETTERS/NUMBERS (6 WLu p INCH RECOMMENDED) WITH A MINIMUM STROKE DEPTH OF 0.5 INCH ON THE BUILDING. 4. SURFACES. :E I A. FLOOR SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT. a _ a B, FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN x0 g 1:48. m 5. ROOMS AND ENCLOSED SPACES SHALL HAVE WALL AND CEILING FINISHES WITH A LANDING CONCRETE MINIMUM CLASS C RATING (FLAME SPREAD INDEX 76-200 AND SMOKE DEVELOPED INDEX `,►/ d INTERIOR LAYOUT 0-450). CORRIDORS AND STAIRWAYS SHALL HAVE A MINIMUM CLASS A RATING (FLAME (f� Z SPREAD INDEX 0-25 AND SMOKE DEVELOPED INDEX 0-450). LU s Lu Lu CL Q t� W 8 J �1 z z DRAWN BY: ALS DATE. 10/l/2021 CHECKED BY, BHUGHEY DA TE.' 10/20/2021 REVISED DA TE., 1/10/2022 REVISED DATE' --- -- INTERIOR LAYOUT LEGEND REVISED DATE' REVISED DATE.• --- E (2) 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOORS, IN SWING, , RIGHT HINGE WITH LEVER LOCKSET -' - (1) 60'-0"x18'-9 1/4" (60'-0'x15'-3 1/4"CLR) SCHWEISS BIFOLD DOOR (6) 5420 MB FIXED WINDOWS t t (MAXIMUM AIR LEAKAGE RATE SHALL BE 0.40 CFM/SQFT) - (4) 4429 MB FIXED WINDOWS ..s. .Tr,:< �3 - rs (MAXIMUM AIR LEAKAGE RATE SHALL BE 0.40 CFM/SQFT) �� +���� 4i ROUGH OPENING SCHEDULE UNIT SYMBOL wFROM LEGEND WIDTH HEIGHT �$ 1[] 38 114" 811, 1 2' 8' As 64 1/4" 24 1/4" rSCALE.• AS NOTED SCALE: — ® 1 52 114" 33 5/8" 1' 4' 16' SHEET NO: OF.• A2 A3 OFFICE.• DESIGN AND EXPLANATORY NOTES WESTFIELD, MA JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE Not. 115-107139 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. V ENT-A-RIDGE 5"O.G. GUTTERS o cv o. co (DHI-RIB STEEL SIDING = Z T#21 CORNER TRIM Z T#167 TRANSITION TRIM O HI-RIB STEEL WAINSCOT 0. T#167 BASE TRIM U � w J L1J I Z 3'-6" t 56'-6" c/)� a EAST ELEVATION < b in 0 0' Z Q 1-0o o � a Q o J-1 1 T#16 GABLE TRIM J2 W }� / 3.25ri CJ L1._ 0 LU X Q 0 Lu< h m (�^ 0 N 00 0 HI-RIB STEEL SIDING(14 OT#21 CORNER TRIM 7 10 bo T#167 TRANSITION TRIM m HI-RIB STEEL WAINSCOT -- d w T#167 BASE TRIM ® N ---- -- - L-1 1 g 14'-0" 14'-0" 1 7-0" 1 7--a' 14'-0" z ..[� NORTH ELEVATION - - - - - - - Z 0 0 0 4 0 d it bo M q _ O SOUTH ELEVATION DRAWN BY.• ALS --- - DA TE.* 10/1/2021 CHECKED BY. BHUGHEY DATE: 10/20/2021 Lu a REVISED DA TE.* 1/10/2022 C? REVISED DATE: -- �O REVISED DATE.FT I I I ' ---- REVISED DATE.-I---- 3'-6" TE.• ---- 3'-6" $'-0" 7-6" 7-6" 7-6" 1 7-6" 1 7'-6" C? �a �o o O { Q M - N co �a - WEST ELEVATION A ^r 4 � 2' 8 rsCALE., AS NOTED SCALE: SHEET NO: OF.• V 4' 16' A3 A3 OFFICE: DESIGN AND EXPLANATORY NOTES WESTFIELD, MA MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO.1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 115-107139 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. 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. 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . RESIST BOTH AXIAL AND BENDING FORCES. 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE FOOTINGS AND ANCHORAGE -COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE ANG CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC413 (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. Lo FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" c ,� O.C. WITH ALL JOINTS STAGGERED AT A-TACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR v c� Co BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. N ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED aco — ILu u AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI II�SPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT O Z Lu STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. Q� z Z V 0 0- SIDING SIDING & ROOFING PANELS (FLUOROFLEX 1000 T-) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME ! 1� STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON v EXTERIOR. J Z J � TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, >" Lu 1 CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. Q 7 GUTTERS-5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. — Z _- 3 Q o _- 2x4 Fl Fl MFS 09/20 O __ t V) Vol LL-1 z U � o Q o Zm C7 0 Lu oN IY W oN Lu $ EARTHQUAKE DESIGN DATA TABLE z Q z 0.2 SEC SPECTRAL RESPONSE 0.181 g ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE ACCELERATION (Si) 0.051 g SEISMIC DESIGN CATEGORY B RISK CATEGORY (TABLE 1604.5) II SITE CLASS D LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE BUILDING DESIGN CRITERIA SEISMIC DESIGN BASE SHEAR 1600 LBS CONSTRUCTION TYPE VB RISK CATEGORY II ROOF SNOW LOAD 20 PSF DRAWN BY. ALS GROUND SNOW LOAD 20 PSF DATE.' 10/1/2021 WIND SPEED (VULT) 130 MPH WIND SPEED (NASD) 101 MPH CHECKED BY. B H U GH EY CURRENT LUMBER SPECIFICATIONS (06-01-2013) WIND EXPOSURE CATEGORY D DATE: 10/20/2021 SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb FLOOR LOAD 250 PSF REVISED DATE: 1/10/2022 SHEET# DESCRIPTION 2x4 NO.2 SPF 1313 PSI 2x4 NO. 1 SYP 1500 PSI REVISED DATE.' ---- G1 OF GI SPECIFICATIONS &SHEET INDEX 2x4 2100f MSR SPF 2100 PSI REVISED DATE.' --- Sl OF S7 COLUMN PLAN 2x6 NO.2 SPF 1138 PSI REVISED DATE: -- S2 OF S7 TRUSS/BRACING PLAN 2x6 NO. 1 SYP 1350 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS S3 OF S7 TRUSS DRAWING & DETAILS 2x6 2100f MSR SPF 2100 PSI BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT S4 OF S7 ELEVATIOI14S 2X6 2400 MSR SYP 2400 PSI SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S5 OF S7 SECTIONS A,B,C & DETAILS 2x8 NO. 1 SYP 1250 PSI PROFESSIONAL ENGINEER. S6 OF S7 SECTION D & DETAILS 2x8 2400 MSR SYP 2400 PSI Date. 2022.0 1 .11 (� �r S7 OF S7 FRAMING ELEVATION, FASTENING SCHEDULE & DETAILS 2x10 NO. 1 SYP 1050 PSI u E C' l5 V E 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1000 PSI BENJAMIN J. BRIST, P.E. 1 0. '<<cb Ewy6'��' FEB �/]2022 ben.zobrist@allieddesi noes.com �Q' �N j• 2x12 2250f MSR SYP 2250 PSI 9 2ool BUILDING DEPT. 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI y� m,P� DIGITALLY CERTIFIED BY BENJAMIN J.ZOBRIST ON DATE � TOWN OF SOUTFIOLD 3 1/2"x 15" GLU-LAM 1650 PSI ADJACENT TO SIGNATURE ABOVE.PRINTED COPIES OF 6 THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND r 5 114"x 16 1/2" 1 GLU-LAM 2400 PSI SEALED AND THE CERTIFICATE MUST BE VERIFIED ON n (V 5 f 1/4"x19 1/2" GLU-LAM 2400 PSI ELECTRONIC COPIES. 2 102832 ��� SCALE.• AS NOTED �pFESS1 SHEET NO: OF.• GS 1 GSI OFFICE.- WESTFIELD, MA (V JOB NO. 115-107139 Lo L 0 2'-0"VENTED SIDEWALL OVERHANGS V N -1 N O� 7'-5 1/4!' N 7'-6" r 7'-6" N 7'-6" N 7'-6" m 7'-6" v 7'-6" Lo 7'-2 1/4" L0 Ilk k I/ 1/ 11 2'-0"NON-VENTED ENDWALL OVERHANGS I I I I I I I 1$"M � — I— � — I— � — I— � 30" 6 R i ii 9'-9" 69 -9 0 I 30"M 30"M 30"M 30"M 30"M 30"M 30"M 01 D o A 30"M 465'-0" 10 I S5 62'-10 1/2" - T 18"M I 1 I S6 I I 55-10 1/2" — --�— 18"M I I o UA N 01 0 48'-10 1/Z' — 18"M D Q_ S6 I CDz Cf-1.000" W 41'-10 1/2" - 18"M I I v 0 34'-10 1/2" — —I— 18"M ( I o z 10 U J LLJ z 27'-10 1/2" — 18"M 0 I I I Q S5 20'-10 1/2" — 18" T M _� ATTIC DRAFT STOP In 0 Q zDIo 13'-10 1/2" — ---I-- 18 M C Q N `ifl 11 Ln I? V) U ry LJJ z 6'-10 1/2" - 18"M ( I �J-J �- 0 I i 4-9 = 0 30"M o QQ o, — v ;o I 30"M 30"M 30"M 30' 30"M 30"M 30"M s I v I"!— r o 0'-0" M3 LLU0'-0" X 18M— — I— — 30—M O m Z O 7'-5 1/4" 7-6" 7'-6" 7-6" 7'-6" 7-6" 7'-6" 7-2 1/4" v.� () L1J _ q N r Lu o �n r L9 w N � N N N IL m L S I� L jLj COLUMN PLAN L0 —' Z Q DRAWNB7' ALS DA TE: 10/1/2021 COLUMN PLAN LEGEND CHECKED BY: BHUGHEY 0 - 3-2x8 LAMINATED COLUMN LOCATION DA TE.' 10/20/2021 ® - 4-2x10 LAMINATED COLUMN LOCATION ® _ CUSTOM 4-2x12 (2250 MSR SYP) LAMINATED COLUMN LOCATION REV/SEDDATE. 1/10/2022 (2) 30x30 ATTIC ACCESS PANELS (VERIFY LOCATIONS) REVISED DATE.' ---- ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS (REVISED EVISED DA TE.' --- 7/16"OSB AND SYNTHETIC UNDERLAYMENT UNDER HI-RIB STEEL Qs - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S7) DATE. --- E o - DOUBLE LAYER 3/4"OSB SHEARWALL (SEE DETAILS ON SHEET S6) V - ROTATE CORNER COLUMN 90° .��,OF NEwY - COLUMN FOOTING SCHEDULE J. FOOTING FOOTING FOOTING DESCRIPTION (SEE NOTES #1 & 2) * ca Ns LABEL DIAMETER r- r i 5'TO BOTTOM OF 33"THICK CONCRETE PAD, 32" BELOW BOTTOM c_> W 18"M 18" �^ OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR 2 CAGE AND 3/4"x14"THREADED ROD WITH AN ADDITIONAL FQ 102832 30"M 30" MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. A�QF SSI N W NOTES: 1.) PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION DIGITALLY NED AND SEALED Y NJAMINJ q 1 8r CEROTIFICAT e f BE VERIFIED ON ELM COPIES PR INTED COPIE S OF THIS 5 PSI MINIMUM CONCRETE STRENGTH DOCUMENT ARE NOT CONSIDERED SIGNFO AND SEALED 2' 8' .. SCALE: .9 F rSCALE-- AS NOTED 1' 4' 1 SHEET NO: OF.• Sl S7 OFFICE: WESTFIELD, MA JOB .NO 1 1 5-1 071 39 o` O r Lo I CV U 0 -5 1 IN' ^ 7'-6" 7'-6'I N 7'-6" N 7'-6" co 7'-6" � 7'-6" `o 7'-3 3/4" V)7' _Y *NOTE: DIMENSION IS TO CENTER OF DOUBLE TRUSS I I I i I 1 I A F S3 1 o...... ........................... ..............o........ ............................ ............................ ........................... ............................ ......-.�. 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Z I o I Q o O ° ,: .. :.� I . ......................... ........................... ........................... ........................... ........................... ............................ ............................ ........... ._ . 1 z Q Ceti 0 0 V) t— L0 . ......................... ........................... ............................ ........................... ............................ ........................... ............................ .................._ ... LU - I - - - o o 4 �+�� o 0 0 0 0 0 0 0 1 u � o 241 — - - - - - - - - — J Qm TRUSS/BRACING PLAN cn Z w = TRUSS BRACING PLAN LEGENDuj / N i - 70' CUSTOM S.C.TRUSS 2 - DOUBLE 70' CUSTOM S.C.TRUSS 1 1-i 8 3 - 2x4 TRUSS TIES _J 4 -2x6 DIAGONAL END BRACES _J s -2x6 DIAGONAL X-BRACING (TO EXTEND TO SECOND TRUSS IN FROM ENDWALL) Z Q- 2x6 DIAGONAL X-BRACING (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) Q-2x6 FLAT TRUSS TIE CENTERED IN BUILDING DRAWN BY.- ALS DA TE. 10/1/2021 CHECKED BY. B H U G H EY DATE: 10/20/2021 REVISED DATE: 1/10/2022 REVISED DA TE., ---- REVISED DATE.' ---- REVISED DATE. • --- E J. Iae�p�''f- Q, s� N � s r � � W F` a-_ 102832 �PpF SS N WMITALLV NED AND SEALED Y NJAMIN II aT 2022 J ZOBRIST CERTIFICAT MUST BE VERIFIED ON ELETRC COPIES PRINTED COPIES OF TNI OOC,MFNT ARF NOT CONSIDERFD SIONFO AND SFAI FD 2' 8' SCALE: SCALE: AS NOTED 1' 4' 16' SHEET NO: OF: S2 I S7 OFFICE: DESIGN AND EXPLANATORY NOTES W ESTFIELD, MA JOB NO. 1.) TRUSSES ARE USED AS A DOUBLE MEMBER TRUSS ASSEMBLY WHERE! NOTED ON THE 1 1 5-1 071 39 TRUSS/BRACING PLAN ON SHEET S2. FASTEN TRUSSES TOGETHER FROM EACH SIDE WITH 0.131" DIA.x 2-3/4" R.S. GUN NAILS @ 8"O.C. STAGGERED ALONG TOP CHORD AND WEB MEMBERS, AND 24"O.C. ALONG LOWER CHORD. 2.) DOUBLE MEMBER TRUSS ASSEMBLIES HAVE BEEN DESIGNED TO SUPPORT THE POINT LOAD SHOWN IN COMBINATION WITH THE LISTED UNIFORM DESIGN LOADS. TRUSS SPADING 7-6" O.C. LIVE LOAD 20 PSF A DEAD LOAD 9 PSF CEILING LOAD 2 PSF 3.25 �- 10'-8 15/16" TOTAL LOAD 31 PS v N i a M DOUBLE 70'S.C. CUSTOM TRUSS Q_ w m O ca V-3 1/2" Z 2x8 (NO. 1 SYP) VERTICAL BLOCK AT POINT LOAD Q� Z A 115107139—R1 LOCATIONS FASTENED TO TOP & BOTTOM CHORD W/ 20'-0" (10) 4"STRUCTURAL SCREWS (5 EACH CHORD). POINT V LOAD ATTACHMENT SHALL BE MADE TO THIS VERTICAL 1800 LB POINT LOAD BLOCK (BETWEEN CHORDS) AND SHALL BE DESIGNED (SEE NOTE #2) AND PROVIDED BY OTHERS. CONTACT ENGINEER OF Z 69'-9" RECORD ON GI FOR ALTERNATE CONNECTION DETAILS IF NECESSARY. rvol 70' S.C. CUSTOM TRUSS i wLiu SCALE: 1/4"= V-0" (SEE NOTE #1) —j 1 1 1 V Z 1800 LB � Q p -� '-�# n OF D ETA I L A—A SCALE: 3/4"= 1'-0" OV) J I-- Lo �' � ) U J HEADLOK .19"x6.0" FLATHEAD LAG SCREW ��/ W :i (ICC-ES REPORT ESR-1078) _ = im O 2x4 PURLIN V) ! 1 �_; ol LL v 0 1)II 1�II Tp lg Tp lg � X R m 60d R.S. NAILy CL w 20 GA. GALVANIZED 20 GA. GALVANIZED Q w BOTTOM CHORDo• PURLIN CONNECTOR TOP CHORD o, PURLIN CONNECTOR a. OF DOUBLE TRUSS OF DOUBLE O `n TRUSS W g / •` a �/ � •e a �� � ® Z (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) (1) #9xl" HWH SCREW ON PEAK SIDE AND ON EAVE SIDE IN HOLES SHOWN. (2) #9x1" HWH SCREWS ON EAVE SIDE OF (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL SCALE: 1/2"= 1'-0" (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= V-0" 3 (2) 0.19"x6.0" HEADLOK FLAT HEAD LAG SCREWS (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME \\ DRAWN BY.' ALS 2x4 BEV. PURLIN NOTE: ADDITIONAL BUILDING � ' � V FRAMING OMITTED FOR DA TE.- 10/1/2021 2X6 BLOCK CLARITY BHUGHEY SIMPSON A35 CLIP I CHECKED BY. �I I DA TE. 10/20/2021 ( 2x6 BLOCK AT OVERHANG FRAME REVISED DATE.' 1/10/2022 REVISED DATE.• ---- • 2x12 (NO. 1 SYP) TOP CHORD • I 70' CUSTOM I • I . I OF 70' CUSTOM S.C.TRUSS 2x6 OVERHANG NAILER • I � I • I DOUBLE REV/SED DATE.' --- REVISED DATE.• --- • I S.C.TRUSS I . I • I TRUSS I I I • I OVERHANG FRAME I I Of NEW 2x6 OVERHANG NAILER DOUBLE OVERHANG FRAME �P'<<c. W y0 10 4"STRUCTURAL SCREWS PER CONNECTION J. I�6 �� • ( ) (2) 4"STRUCTURAL SCREW 2 MEMBER END COLUMN EXTENSION OR EACH SIDE OF FRAME * m�" `�'�► UPRIGHT ASSEMBLY FASTENED TO END e W (9) 4"STRUCTURAL SCREWS RAFTER ASSEMBLY AS SHOWN AND TO • EACH INTERSECTING WEB. FASTEN TOJ' HEADER AND FRAMING MEMBER WITH (2) (2) SIMPSON A35 FRAMING102832 3-2x8 CORNER COLUMN 16d R.S. NAILS INTO EACH END COLUMN CLIPS (ONE EACH SIDE) 'SOF $$1 EXTENSION MEMBER OR UPRIGHT. FASTENED WITH (6) #9x1-1/2" if ae2022 SCREWS IN EACH LEG DIGITALLY NED AND SEALED V NJAMIN J.20BRIST CERTIFICAT MUST BE VERIFIED ON ELETR COPIES PRINTED COPIES OF THI DOCUMENT APF NOT CONSIDEPED SIGNED AND SEAL EO DETAIL A DETAIL B 2' OVERHANG ISOMETRIC rSCALE. AS NOTED SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= V-0" SCALE: I"= 1'-0" SHEET NO: OF.• S3 S7 �OFFICE.- DESIGN AND EXPLANATORY NOTES WESTFIELD, MA JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 115-107139 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. VENT-A-RIDGEQ QQ 5"O.G. GUTTERS 0 U � NO N O Lu [Lcz HI-RIB STEEL SIDING 0° OD T#21 CORNER TRIM Z T#167 TRANSITION TRIM Z HI-RIB STEEL WAINSCOT O T#167 BASE TRIM r V Z U w w 3'-6" 56'-6' Z EAST ELEVATION = Q o _="Z- o ry r `O Q ._... o ::___o F- >..::>. Z O :. I-- to U ° w - 12 T#16 GABLE TRIM 12 W E— O 3.25p 3.25 p = = O Lu = g < U X Q Lu Q u- u- co rZ� 0HI-RIB STEEL SIDING V 0 0 T#21 CORNER TRIM 00 T#167 TRANSITION TRIM Lu 1 = HI RIB STEEL WAINSCOT _ Q w 7 0o T#167 BASE TRIM a- r LIJ 8 14'-0" 14'-0" 7-0" 7-0" 14'-0" 14'-0" —� Z NORTH ELEVATION Q IN c Lo 99 0 0 SOUTH ELEVATION -- --- — — — ---- DRAWN BY.• ALS DATE: 10/l/2021 r CHECKED BY. BHUGHEY DA TE: 10/20/2021 Lu REVISED DA TE., 1/10/2022 0 1 REVISED DATE.' --- REVISED DA TE., ---- REV/SED DA TE. ---- 3'-6" I 8'-01, I 7'-6" I 7'-6" I 7-6" I 7-6" I 7-6" I 11'-0" .�,q OF NE;y J• I o� O co N M v O WEST ELEVATION 102832 AAROF Ssl N � 91 2022 DIGITALLY NED AND SEALED Y -NJAMIN J ZOBRIST CERTIFICA MUST BE VERIFIED ON F LETR COPIES PRINTED COPIES Of THI DOCUMENT ARE NOT CONSIDERED SIGNED AND SFALEO 2' 8' SCALE: AS NOTED SCALE: SHEET NO: OF., 1 4' 16' S4 S7 OFF/CE: DESIGN AND EXPLANATORY NOTES WESTFIELD, MA LOWERJOB NO. COLUMN PRECAST CONCRETE 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 115-107139 COLUMN INSTALLATION CONDITIONS MAY REQUIRE MODIFICATIONS. " 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE WITH BASE PLATE " _ COLUMN W/ADJUSTMENT ROD & 2. CONCRETE FLOOR NOTES: �:. ;.". BASE PLATE IN THE AUGERED a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. UNDISTURBED SOIL HOLE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR ,A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. r ;:+ 2. PLUMB PRECAST CONCRETE c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1'907 EXCEPTION 3. COLUMN IN BOTH DIRECTIONS UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 3. ADJUST HEIGHT UP OR DOWN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL t' ? WITH ADJUSTMENT HEX ROD BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. �., d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. ''•:'s '. 4. POUR READI-MIX CONCRETE INTO e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A !° r �•` ' THE HOLE AS SPECIFIED. COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF �:...� ..- `. 5. BACKFILL AND COMPACT THE 25 PSI. ANNULAR SPACE AROUND THE f. IF THE FLOOR IS TO BE HEATED, USE 2" TYPE IV EXTRUDED POLYSTYRENE OR A COLUMN TO GRADE WITH SOIL COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF AUGERED FROM THE SITE. 25 PSI UNDER ENTIRE FLOOR. LOWER COLUMN 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF ' o_ LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND m TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. Q_ N a 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING M m DOUBLE TRUSS IN WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE a— w COLUMN SADDLE =:) w CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION LAMINATED COLUMN ROOF STRUCTURE FASTENING SCHEDULE INSTRUCTIONS. Q z Z Q/ w o VENT-A-RIDGE TO BASE TRIM #9x1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @8"o.c. TRUSS SADDLE ISOMETRIC O QQ RIDGE BASE TRIM TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) QQ HI-RIB STEEL TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) 7 FLUOROFLEXTM 1000 HI-RIB STEEL ® L WALL FRAMING FASTENING SCHEDULE 7116"OSB W/SYNTHETIC UNDERLAYMENT r"v0000 T#16 GABLE TRIM 2x4 PURLINS (4) 0.135"x 2 114" u LjLj ® 2x6 NAILER TO COLUMN (6) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (5) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION 2x6 FASCIA R.W. NAILS OR 16d J 1 1 1 R.S. NAILS Qs HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) (1) 4"STRUCTURAL SCREW z © SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP T#194 TRIM THROUGH STRAP V) ® & INTO BRACE FLUOROFLEXT"^ 1000 HI-RIB STEEL SOFFIT TO FASCIA T-50 MONEL STAPLES 2 PER PIECE O ( ) SIMPSON A35 2' END (BRACE STRAP W/ 2x4 PURLINS @ 16" O.C. (2100 MSR SPF) © (D SOFFIT FRAMING CLIP i i I PRE-PUNCHED HOLES (BEND 7/16"OSB W/SYNTHETIC UNDERLAYMENT HI-RIB/SOFFIT CAP TRIM INSULATION! STOP/AIR DEFLECTOR TO FIT) FASTENED W/(3)i 0.140 x 1 1/2" R.S. NAILS — Z o 70' CUSTOM S.C.TRUSS i 2x6 DIAGONAL BRACING Q = # 2x4 BEV. PURLIN i i FASTENED TO COLUMN O 2-2x8 E.C.E. i I'I W/(4) 16d R.S. NAILS ? V T#527 325 2x4 TRUSS TIE V)l DOUBLE 70' O 2x6 BEV. FASCIA CUSTOM S.C.TRUSS Q 5" O.G. GUTTERS —�� - - - - - - - — �— in T#144 &T#146 DOUBLE 70' CUSTOM U NO FASCIA TRIM S.C.TRUSS J © (D SOFFIT F— O HI-RIB/SOFFIT CAP R-38 BLOWN-IN INSULATION W = ad 2x6 OVERHANG NAILER INTERIOR HI-RIB STEEL I 0 (2) 1/2"x7 1/2" M. BOLTS & 4 MIL VAPOR RETARDER (16) 60D R.S. NAILS INTERIOR HI-RIB STEEL T#11 &T#136 LL U 16"DEEP UNFACED FIBERGLASS 2x4 TOP BLOCK &T#11 rl-.Oo INSULATION UTILIZED AS FIRE 13LOCK 6" (R-19) BLANKET INSULATION W/ X Q FLUOROFLEXT"" 1000 HI-F!IB STEEL 4 MIL VAPOR RETARDER co INTERIOR HI-RIB STEEL FLUOROFLEXTM 1000 HI-RIB STEEL 2x4 BLOCKS BETWEEN PURLINS (Z O W = QLu Lu d QN CONTINUOUS 2x4 PURLINS DOUBLE 70' CUSTOM 1 1 1 g S.C.TRUSS 4-2x10 LAMINATED COLUMN —J —J z Z 2x4 BANDING @ 4' O.C. 2x4 STRIPPING 17'-1 114' GRADE TO HEEL 7/16"OSB 2x4 TRUSS TIE R-38 BLOWN-IN INSULATION W/4 MIL VAPOR RETARDER ( 5 ) ROWS 2x6 NAILERS (2100 MSR SPF) 3-2x8 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T#167 TRANSITION TRIM FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT Qs INTERIOR HI-RIB STEEL T#167 BASE TRIM (60) 1/4!'x 3" POWER LAG WASHER HEAD ATTIC DRAFT STOP SECTION B YELLOW ZINC SCREWS Y3ELLOW ZINC/SCREWS POWER LAG WASHER HEAD DRAWN BY. ALS 2x4 NON-TREATED BASEBOARD SCALE: I"= V-0" DATE.' 10/1/2021 1 1/2"xl" BLOCK &T#109 BASE TRIM CHECKED BY.- B H U GH EY 6"CONCRETE FLOOR 4' WIDE R-10 PERIMETER INSULATION ♦ DATE., 10/20/2021 3' BLACK PLASTIC 8" 8" °. °..� . .,• .+ :.' .'• .`.i REVISED DATE.' 1/10/2022 REV/SED DATE.' FINISH FINISH GRADE REVISED DA TE: --- GRADE 4"MINIMUM COMPACTED GRANULAR BASE j OR IN SITU GRANULAR SOIL REVISED DATE. --- 2x8/2x4 TREATED BOTTOM PLATE 2x8 TREATED BOTTOM PLATE 460M & 470M BRACKETS EACH FASTENED TO MFS W/(2) HUS-P 6x40/5 SCREW ANCHORS 5'-0" a (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 460M & .`SOF NE. 5-0 ��p ° 470M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS ? 0, MFS PRE-CAST CONCRETE COLUMN * , 33"THICK CONCRETE PAD(2500 PSI MINIMUM). 33"THICK CONCRETE PAD(2500 PSI MINIMUM). r. z °: 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN ° 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN cn �" AROUND EXPOSED REBAR CAGE AND 3/4"x14" °. AROUND EXPOSED REBAR CAGE AND 3/4"x14" 2V ° , '. THREADED ROD WITH AN ADDITIONAL MINIMUM 1" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" `r�`� 102832 ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. "/ojQ©f• SS '"� PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 30"0 LOWER COLUMN IN ONE OPERATION. 18"0 LOWER COLUMN IN ONE OPERATION. 1> ar2022 �IGITALLV NEDANDSFALED V _NJAMINJ ZOBRIST CERTIFICAT ADDITIONAL REBAR CAGE NADDITIONAL REBAR CAGE MUST BEVER.TARN NOT OED SIGNE AN DORIESOF THIS DOCUMENT ARE NOTCONSIDERED SIGNS AND SEALED SIDEWALL SECTION A ENDWALL SECTION C (SCALE.• AS NOTED SCALE: 1/2"= l'-0" SCALE: 1/2"= 1'-0" SHEET NO: OF: S5 S7 OFFICE: LOWER CHORD OF * -O.S.B. FASTENING INSTRUCTIONS: WESTFIELD, MA CUSTOM TRUSS 1.) FASTEN FIRST LAYER 3/4"O.S.B.W/8d NAILS @ 3"O.C. ALONG PANEL EDGES & 6"O.C. ALONG INTERMEDIATE JOB NO. FRAMING. 1 1 5-107139 2x6 (NO. 1 SYP) BACKER BLOCK 2.) FASTEN SECOND LAYER 3/4"O.S.B. W/10d NAILS @ 3" O.C. ALONG PANEL EDGES & 6"O.C. ALONG INTERMEDIATE l Od R.S. GUN NAILS @ 3"O.C. FRAMING. 4-2x12 FULL HEIGHT COLUMN DOUBLE 70' CUSTOM S.C. TRUSS 2x6 (NO. 1 SYP) BACKER O.S.B. FASTENING* BLOCKS @ BOTTOM OF END TRUSS ATTACHED W/ 10d 2x4 PURLINS (SEE BACKER BLOCK DETAIL) III I T#16 GABLE TRIM HEADLOK 0.19"x6.0" FLAT FF 1000 HI-RIB STEEL (2) LAYERS 3/4"OSB HEAD LAG SCREW 2x4 PURLINS IIII 2x6 FASCIA BACKER BLOCK DETAIL IIIII IIIII ��� SCALE: 1 1/2"= 1'-0" III I 2'-0"STEEL STRAP W/ (8) 1 1/2" R.S. NAILS Fra IIII I 2'-0"STEEL STRAP W/ - - - - - -- - - - - - - - - - • (8) 1 1/2"R.S. NAILS - - - - - - - -- - - - - - - .IIIII X1:1111 2x6 X-BRACING TO 1st or FRAMING CLIP EACH SIDE OF BRACE WITH IIIF� -= = -- =-= - -- - --= - - �1IIII o_ 2nd TRUSS-SEE FRAMING (5) #9x1-1/2" HWH SCREWS INTO TRUSS IIIII IIIII (2) DOUBLE 70' CUSTOM S.C.TRUSSES FOR SPECIFICS AND BRACE (10 TOTAL PER FRAMING CLIP) IIIII I I I I I I v ELEVATION TOP CHORD FASTENED TO EACH Lilill _ _ _ _ _ _ _ _ _ _ _ _—_ _j ftfil - - - - - OFFICE: W ESTFIELD, MA JOB NO. 115-107139 (2) DOUBLE 70' CUSTOM S.C.TRUSSES (TWO EACH SIDE OF UPRIGHTS) 2x6 X-BRACING TO 2nd TRUSS 3-2X12 UPRIGHT 2x6 X-BRACING TO 1 st TRUSS i it 3-2X12 UPRIGHT 2x6 X-BRACING TO 1st TRUSS 1111 11 fill 3-2X12 UPRIGHT n n nl tTn 11 I I i 1111 111 11 1111 lilt 3-2X12 UPRIGHT 2x6 X-BRACING TO 1 st TRUSS 11 II 11 1111 :2 nu 11 nn n1 m, tm 11 fill 11 1111 111 IIII 3-2X12 UPRIGHT 2x6 X-BRACING TO 1 st TRUSS 1 II 1111 1l lilt II III 1 IIII II IIII II till IIII 11 IIII II 1111 II 2x6 X-BRACING TO 1st TRUSS m, 1111 1 1111 Ii 1111 11 iii ITTI 3-2X12 UPRIGHT ill I I III 1111 I I 1111 1111 lilt 1111 4-2X122250 MSR SYP FULL HEIGHT COLUMN 1l 11 1111 1111 11 1111 1111 Ill Rn ( FASTEN EACH TRUSS TOP AND BOTTOM FASTEN EACH TRUSS TOP AND BOTTOM nn n nu fill a fill lul nl 1111 11 — — — fill — nn 11111 CHORD TO JAMB COLUMN W/(6) 60d � I nn a ilii nn 1 1 CHORD TO JAMB COLUMN W/(6) 60d — II R.S. NAILS (24 TOTAL) 11 n III 1111 nn lilt Illi n 1111 lilt lilt II R.S. NAILS (24 TOTAL) o 1111 -NI 111 1111 1111 Ill 1111 fill II IIII IIII 111 IIII U 1111 v �o N 6'-0" 6-0" ' 6'-0" 6-0" ' 6-0" 6'-0" ' 6-0" ' 6'-0" ' 5'-1" 1 1" , 1 � 1 I I I I w 2x8 BLOCKING i 1 mm I I I I C I I O z 1 I Z w I I Z 18'-8 114" i O TOP OF i 1 0=.. 1 I 2X8 FACEBOARDS TO FOOTING CONCRETE FLOOR I 1 1 TO C/L OF i i 17'-1 114" �J 1 1 4-2X12 (2250 MSR SYP) ROTATED COLUMNHINGE BOLTS i i GRADE Z I DOUBLE 3/4"OSB SHEARWALL (BEYOND) (2X8 BLOCKING) TO 4-2X12 (2250 MSR SYP)COLUMN W/ADDITIONAL 2x12 LAMINATE i i HEEL / 1 Qu LLJ 1 i i J W V) I I I I I I I I I 1 I I I I I I I I 1 I 60'-0"CLEAR OPENING I I 1 1 6" CONCRETE FLOOR I I ;1 2x8 TREATED SPLASHBOARD 11 i i1 i it LL � iii iii Z - 1� i I 1 F I f 1 1 I 2x12 TREATED ADD'L LAMINATE Z O LO SCHWEISS DOOR FRAMING ELEVATION I. . SCALE: 1/4"= 1'-0" U w 2 ui E-- o 4'-9" I 60'-3" 4'-9" LT_ O V) U ILL m rZ o V LLJ z N w N LLJ g _J _J z Z DOUBLE TRUSS 2x6 OVERHANG NAILER — — - - - - - - - - - - -- - - - - - - - - - - - -- - — — — — — — — — — — — — — — 2x6 VERTICAL BLOCKS @ -= -= - . .- .. 2x6 NAILERS COLUMN BETWEEN NAILERS — — — —— —— — — — — —— — — — PERIMETER OF OSB SHEETS - -- - - -- - - - - - - - - - NAILED W/1-3/4" RING SHANK - _ ___ _ _ __ _ _ __ _ COIL GUN NAILS SPACED 3"O.C. • EXTRA NAILERS ADDED - - - - - - - - -- - - - - - BETWEEN STD. NAILERS OSB NAILED TO INTERMEDIATE (MAX. SPACE TO BE 24") SUPPORTS W/1-3/4" RING SHANK . DRAWN BY.• ALS COIL GUN NAILS SPACED 6"O.C. — — — — — — — — — — — — — — — — DA TE.' 10/1/2021 - - - -- - - - - - - -- - - - CHECKED BY. BHUGHEY IT—— — — — —— — — — — — — — — — DA TE: 10/20/2021 ROTATED DATE.' 1/10/2022 LAMINATED COLUMN - - - - - - - - - - - -- -- _ REVISED DATE: --- . .. . . . . . . . . . 77 . . . . . 7 . 7 . . . . . . _ _'_ - _'- -'- -- -- -- -17 REVISED DATE.' --- .) �. 2x6 BLOCK BETWEEN NAILERS REVISED DA TE: --- _ _ _ _ __ _ _ __ NAILED TO COLUMNW/20d GUN NAILS. NAILED 3"O.C. :I - - - -- - - - - - - - - - - - I: �,O �P.� f NEW y - - -- - - -- - - - - - - - - 0 � ��P��N ' Ion -p 2x8 TREATED BASEBOARD a•' — — —— —— —— — — — — — — — — LAMINATED * m� MFS PRE-CAST CONCRETE �; COLUMN W COLUMN V v 102832 2x6 NAILERS ,A�©F Ss i s.. 7/16"OSB11 as 2022 ❑IGITALLV NED AN°SEALED V NJAMIN J.ZOBRIST CERTIFICAT A. MUST BE VERIFIED ON ELETRd COPIES PRINTED COPIES OF-1 ROTATED LAMINATED COLUMN °xI MENTARE"GT°°NS.OFPFD3IGNPDA"°sFAIFD 7/16" OSB SHEARWALL ELEVATION OSB SHEARWALL DETAIL (SCALE: AS NOTED SCALE: 1/7'= V-0" SCALE: 1/2"= V-0" SHEET S7 S7