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HomeMy WebLinkAbout47720-Z o�S�FF01 Town of Southold 1/13/2023 P.O.Box 1179 o • 53095 Main Rd qyh� mor SSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43761 Date: 1/13/2023 THIS CERTIFIES that the building FARM BUILDING Location of Property: 2585 Akerly Pond Ln., Southold SCTM#: 473889 Sec/Block/Lot: 69.-5-18.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2012 pursuant to which Building Permit No. 47720 dated 4/21/2022 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: farm building with covered porch for vineyard storage as applied for. The certificate is issued to Surrey Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47720 5/17/2022 PLUMBERS CERTIFICATION DATED A o ize Si nature o�sufFoc,r�o� TOWN OF SOUTHOLD BUILDING DEPARTMENT C, x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47720 Date: 4/21/2022 Permission is hereby granted to: Surrey Lane LLC 1165 Calves Neck Rd PO BOX 1121 Southold, NY 11971 To: Construction of a farm building for vineyard storage as applied for per Southold Town Planning Board and Suffolk County Farmland Commission approval. Replaces BP# 40198. At premises located at: 2585 Akerly Pond Ln., Southold SCTM #473889 Sec/Block/Lot# 69.-5-18.6 Pursuant to application dated 4/21/2022 and approved by the Building Inspector. To expire on 10/21/2023. Fees: PERMIT RENEWAL $100.00 Total: $100.00 Building Inspector o�SVFFot,r�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) . Permit #: 40198 Date: 10/21/2015 Permission is hereby granted to: Surrey Lane LLC 30 Surrey Ln Tenafly, NJ 07670 To: Construction of a farm building for vineyard storage as applied for per Southold Town Planning Board and Suffolk County Farmland Commission approval. Replaces BP# 37769 At premises located at: 2585 Ackerly Pond Ln, Southold SCTM # 473889 Sec/Block/Lot# 69.-5-18.6 Pursuant to application dated 10/21/2015 and approved by the Building Inspector. To expire on 4/21/2017. Fees: PERMIT RENEWAL $75.00 Total: $75.00 r Building Inspector J TOWN OF SOUTHOLD � SUFFoc c� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD', NY x r 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 #: 37898 Date: 4/1/2013 Permission is hereby granted to: Surrey Lane LLC 30 Surrey Ln Tenafly, NJ 07670 To: 300 amp underground electric service.. At premises located at: Route 25, Southold V ! p �j Lill aD SCTM # 473889 Sec/Block/Lot# 69:-5-18.6 Pursuant to application dated 4/1/2013and approved .by the Building Inspector. To expire on 10/1/20.14. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector ' TOWN OF SOUTHOLD opg��n�,��v BUILDING DEPARTMENT z TOWN CLERK'S OFFICE 5 . 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#: 37769 Date: 1/23/2013 Permission is hereby granted to: Surrey Lane LLC 30 Surrey. Ln Tenafly, NJ 07670 To: Construction of a farm building for vineyard storage as applied for per Southold Town Planning Board and Suffolk County Farmland Commission approval. At premises located at: Route 25 SCTM# 473889 Sec/Block/Lot# 69.-5-18.6 Pursuant to application dated 1/18/2013 and approved by the Building Inspector. To expire on 7/25/2014. Fees: FARM BUILDING ALTERATIONS $150.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 Total: $200.00 wilding spector C Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL � 44� 765-1802 -73 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new-use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form):. 3. Approval of electrical installation from Board of Fire Underwriters. 4. "Swom statement from plumber certifying that the solder used in system contains less than 7110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building..- .6- uildings.6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey.of property showing all property lines,streets,building and-unusual natural or topographic features. 2. A properly a?mpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50:00, Swimming pool-$50:00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$:25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $1.5.00,Commercial$15.00 Date. 0 New Construction: Old or Pse-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: _ _ S Uz��� (rYoo t- Suffolk County Tax Map No 1000, Section (o )' Block S Lot Subdivision Filed Map. Lot: Permit No. 7 7 Date of Permit. 1 "Z 3 ! l 3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: 4 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted_ Aw AP�fi of so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q roger.riche rt(&-town.soLitho Id.ny.us Southold,NY 11971-0959 Q �yC4UNT1,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Surrey Lane LLC Address: 2585 Akerly Pond La City: Southold St: New York Zip: 11971 Building Permit#: 47720 Section: 69 Block: 5 Lot: 18.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 23 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches N Twist Lock Exit Fixtures 11 TVSS Other Equipment: 300a UG service, 2-150 A main panels with 150 A disconnects, 2-gas area heater- 1-well pump, 1-50 a welder recpticle, 1-mini split a/c condensor and 1-blower, 1-walk in cooler with compresser Notes: Inspector Signature: / Date: May 17 2022 81-Cert Electrical Compliance Form.xls pE SOpTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OUCH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE EMARKS:DATE �� �� INSPECTOR `� 7 7 6 qf SO(/j�o! • a� o�y�OUM'I,NA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FO. NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c� . t DATE 03 -7 INSPECTOR f3f so NVI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCfION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORO!����� SOUjyo� # f TOWN OF SOUTHOLD BUILDING DEP . 765-1802 �► INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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 Z� INSPECTOR Y pF SOUryo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/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: 6) l ' l ty4l (A n St �, 04 �moklr"h- l?, eLeA6W M"A 64A I t dir) DATE INSPECTOR SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Pse/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: DATE '?/ INSPECTOR Bunch, Connie 4-7 i From: Cummings, Brian A. Sent: Friday,January 13, 2023 3:09 PM To: Jarski,John Cc: Bunch, Connie; 'hsanta@optonline.net'; Michaelis,Jessica Subject: Surrey Lane Ag Storage Good afternoon, As a follow up to the amended site plan, no final site inspection'is necessary for Planning and there is no objection to the issuance of a CO if the office has been removed (returning the space to only agricultural/farm storage)and all building requirements are met as verified by building department inspection. Please let me know if you have any questions. Thank you, Brian Brian A. Cummings, Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631) 765-1938 1 r LONG ISLAND ENGINEERING & ARCHITECTURE 27 Casey Lane, Mount Sinai, NY 11766-2352 Phone No.:631-732-3150 Email:tahirq@optonline.net optonline.net June 9, 2022 Town of Southold Building Department Town Hall 53095 Route 25 Southold,NY 11971 REF: 2585 Akerly Pond Lane, Southhold SCTM No. 1000-069-05-018.006 Permit#47720 I, Tahir Qureshi,PE certify that Insulation installed as per submitted plans dated 5/8/2022, is in compliance with all applicable NYS Residential Codes and as per manufacturer's specifications. Sincerely, T E OF i FIRMQGF - � h ' 0 O Lo s _ — T Tahir Qureshi, OSS OVAL ENC'`���Q- E ��n JUIN 1 0 2022 BUILDING 11)FPT: TOWN OF SOUTHOLD 1 of 1 WA M M 11 t " r • . n 1 • STATE ENERGY CODE • m ur WX L, it •, tali:��9�L�.��i���.[�i�oil,'•liu►:����111�.,. _� �i�� �' ► 731'' - ;i"-.�►►Z7. ;��...�� ADDITIONAL COMTYIENTS ter' FAMirl,1 , i I J TOWN OF S2 UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DRPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. J�� ��1 Check Septic Form N.Y.S.D.E.C. 1 / Trustees Flood Permit Examined ,20 13 Storm-Water Assessment Form Contact: Approved / 120 47> Mail to: Disapproved a/c ?J ✓�(�wr� Phone: Expiration 120 Buimg Inspe for APPLICATION FOR BUILDING PERMIT Date g ` lZ , 201Z INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may'authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agree o yi , s ,p c e , , ordinances,building code,housing code, and regulations, and to admit authorized insp p id 1 i I or necessary inspections. LJ c AUG 1 5 2012 01gWe (f aflica4 or name,if a corporation) BLDG.DEPT. ZZ2J�JTc7 60)C L&,Jf- yv\L ( ittq TONIN OF SOUTHOLD (Mailing address of applicant) C Cn�O�,c�41-21 State whether applicant is owner; lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �U� J--( "t-JEI t>AdF_0 !�:*J (As on the tax roll or latest deed) If applicant is a corporation, signature of dul ized officer (Name and title corporate officer) Builders License No. V -- K Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whicll proposed work will be done: House Number Street Hamlet \` County Tax Map'No.' 1000 Section 4:6 Block �J Lot'.• l G Subdivision "F CZ>r-lJ' J-7—Off- F Filed Map No. �&6,5L,7 Lot f 2. State existing use and occupancy of premises and intended us and occupancy of proposed construction: a. Existing use and occupancy V c��t0 �M E) b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Al (Description) 4. Estimated Cost /�� ��_� 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 struct s, if any: Front Rear Depth Height Number of Stori s i Dimensions of same ure with alterations or a s: Front �I Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 'qz Rear 'qZ / Depth 9C> 1 Height 75 ' Number of Stories O"C 9. Size of lot: Front T3 F7 z Rear l -:5G), ' Depth 7-t� 10. Date of Purchase Name of Former Owner rj t- dQLZ Y-t AJ1"\ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOV 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises U ELi LA�ctdress IEAR�l Phone No. Z1 Z-?56/.-zq&)� Name of Architect Mbi, --� Eyf2AP�ddress Phone No (.Ft- 75(-f-qC60 Name of Contractor ]?A2 �tlSlddress C4, � l _ Phone No. t=51 `Z2'54-1-1U 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 E REQUIRED- b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point 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 * IF YES, PROVIDE A COPY. C( J�� � OZ4 E4—e5 STATE OF NEW YORK) SS: COUNTY OF.t Jia ) Wa4A=L&A being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of Nev,York (Contractor, Agent, Corporate Officer, etc.) °' Qualified in Suffolk Co�ar� Commission Expires April 1412 1(� 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 t before me this day of + 20 c - Notary Public S' at of p cant V FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: lel r Date Sent: l Z I l_L2— Project Name: Project Address: L ` Suffolk County Tax Map No.:100 �' - .� Zoning District: Request: ,CV1 s rl. C 2 (Note: Copy of Building Permit Application and supporting documentation'as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determintion as towhether site plan is required:_6s �� G S;C Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: 1 / Date of Comment: I 1 Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: I 1 Decision: RionnhirP of Riiildina Insnector FOR INTERNAL.USE ONLY i { � SITE PLAN USE DETERMINATION Initial Determination Date: I �l - Date Sent: f Z 1 l—LZ=- Project Name: 5' �-L fl a�r� d Sha �s Project Address: Suffolk County Tax Map No.:1.00G__6 v� - �� Zoning Distri SEP 7 2012 19 S DEPT. Request:_ o t� N F SOUTHOLD M :� m (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial-Determintion as towhether site plan is required:*IS S.,C Sign ture of Building Inspector Planning Department(P.D.) Referral: AL 10 - . �, P.P.D.. Date Received:/ ` �- Date oL_J f Comment: r AUG 21 2012 Comments: Signature of Planning Dept. Reviewer Final Determination Date: ! Decision: - RinnattirP of Ruildina InsnPctnr T MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar. P.O.Box 1179 DONALD J.WILCENSKI O�`� y0l Southold,NY 11971 Chair h OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDSG • Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Cn Southold, NY e Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 15, 2013 E C E Cp Mr. William Kelly 6 2013 Morton Buildings, Inc. JAN 1 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 BLDG.DEPT. TOVJ�I OF SOUTHOLD Re: Approval - Proposed Site Plan for Surrey aane,LLC Located at 46975 NYS Rt. 25, Fronts Lower Rd. & NYS Rt. 25, Southold SCTM#1000-69-5-18.6 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 14, 2013: WHEREAS, this site plan is for the proposed construction of a 90' x 42' (3,780 s.f.) agricultural equipment storage building on a Suffolk County Development Rights property of 43.7 acres in the A-C Zoning District, Southold; and WHEREAS, on September 27, 2012, the Suffolk County Farmland Committee reviewed the above-referenced application for an Agricultural Development Permit and a Special Use Permit for the installation and maintenance of a storage building and underground utility infrastructure, an Agricultural Development Permit for the removal of a structure, and a Special Use Permit for clearing, in association with a commercial agricultural operation. The application was approved, subject to the twenty (20) conditions outlined in the resolution (No. FC-46-2012) and permit; and WHEREAS, on October 2, 2012, William Kelly, agent to the applicant, submitted an application for site plan review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the site plan requirements because it is an agricultural use; and • r Surrey Lane, LLC Page Two January 15, 2013 WHEREAS, on October 22, 2012, the Planning Board formally accepted the agricultural application for review with revisions; and WHEREAS, on November 19, 2012, a public hearing was held and closed; and WHEREAS, on November 20, 2012, the applicant submitted the required revisions to the site plan; and WHEREAS, on December 3, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEAR) 6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQRA review; and WHEREAS, on December 5, 2012, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site so long as the access to the building was maintained at a minimum width of 20 feet; and WHEREAS, on December 12, 2012, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 19, 2012, the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 4, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental.effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the application is for an agricultural use, the building is for agricultural storage only, it will not be open to the public, it is part of an active farm operation, and the parcel is large in size relative to the proposed structure (less than 1% lot coverage); and 9 ' Surrey Lane, LLC Page Three January 15, 2013 WHEREAS, on January 9, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and WHEREAS, on January 14, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives certain site plan application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Shanks Property", prepared by Jeffrey T. Butler on September 18, 2012, last revised January 10, 2013, and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such,a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for'eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Surrey Lane, LLC Page Four January 15, 2013 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, DZ Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map MAILING ADDRESS: PLANNING BOARD MEMBERS QF so(/Ty P.O. Box 1179 DONALD J.WILCENSKI ��� Ol0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY .� ® �� 54,375 State Route 25 JAMES H.RICH IIIO ^� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR lyOU19%��v Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Certified Mail/Return Receipt May 13,.2015 ILI, �; l Mr. David Shanks MAY 1 3 2015 30 Surrey Lane Tenafly, NJ 07670 BLDG DEP[. MyM or soup, o!.D Re: Expired Approval - Site Plan for Surrey Lane, LLC 46975 NYS Rt. 25, fronts Lower Road and NYS Route 25,,Southold SCTM#1000-69-5-18.6 Dear Mr. Shanks: The Site Plan Approval granted by the Southold Town Planning Board on January 14, 2013 has expired (resolution attached). If the work on the site has been completed, please submit a request for a final site inspection. If the work has not been completed, please submit your request for an Extension of Site Plan Approval for consideration by the Planning Board, to include the reason why an extension is necessary. If we do not hear from you within thirty days from the date of this letter, we will consider this application withdrawn. If you have any questions regarding this matter, you may contact our office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector William Kelly o OFFICE LOCATION: DZAILING ADDRESS: Town Hall Annex . V 5®UI. P.O.Box 1179 54375 State Route 25 ®�� ®�® Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY waw.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Santacroce 2520 Pinetree Road Cutchogue, NY 11935 Re: Site Plan Determination—Surrey Lane Amended Agricultural Storage Building 2585 Ackedy Pond Lane, Southold SCTM#1000-69.-5-18.6 Dear Mr. Santacroce: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2022: WHEREAS, this Amended Site Plan Application is for the proposed interior addition of a farm office within an existing approved 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a 43.7acre parcel with Suffolk County Development Rights in the A- C Zoning District; and . WHEREAS, on May 21, 2013, the Suffolk County Farmland Committee granted an Agricultural Development Permit and Special Use Permit (PFC2012023 and PFC2012025) for the installation and maintenance of a storage structure with farm office, bathroom, and mechanical room, installation and maintenance of related underground utility infrastructure, and site disturbance associated with the above- referenced utility infrastructure, in association with a commercial agricultural operation; and WHEREAS, on August 23, 2022, Henry Santacroce, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, at their work session on September 12, 2022, the Southold Town Planning Board accepted the site plan application as complete for review; and WHEREAS, on September 12, 2022, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined the proposed action as a Type 11 Action as it falls within the following description for 6 Surrey Lane Amended Page 2 October 4, 2022 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on September 12, 2022, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this application which involves uses strictly related to agriculture; and WHEREAS, pursuant to Southold Town Code §280-133(C) and as detailed in work session staff report on September 12, 2022, the Planning Board agreed to waive certain application requirements of§ 280-133 for this application which involves uses strictly related to agriculture (but excepting retail winery operations); and WHEREAS, on September 21, 2022, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application for comment; and WHEREAS, on October 3, 2022, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirement for a public hearing and certain application requirements as described above; and be it further .RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with conditions, listed below, to the site plan entitled "Ackerly Pond Lane Barn" prepared by Tahir Qureshi, P.E., dated May 8, 2022 and authorizes the Chairman to endorse the Site Plan after condition #1 is met. Conditions 1. Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2. All Suffolk County Farmland Committee requirements shall be met as issued for Committee Resolution Number PFC2012023 and PFC2012025; In addition, please be aware of the following Town Code requirements: ➢ The Town Engineer must be contacted prior to beginning site work. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Surrey Lane Amended Page 3 October 4. 2022 ➢ Approved site plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. ➢ Any changes from the approved site plan shall require Planning Board approval. ➢Prior-touthejs_suance o a Ce.rtlficate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the approved site pian, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. speiJ. ilcehski Donal Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: SO[/r�,D Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road y ax(631)76,1951 P.O.Box 1179 G �� roger.richert atown.sou no a.ny.us Southold,NY 11971-0959 CO BLUDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �C-IT4 Date: 3 -,21--, Company Name: Q . v C ,Y Z O rC 1AX - -- Name: - --- - iCt--tYt+ ^votiC"t(�=-- -- License No.: 3 y D cf I - M Cr Address: 139-0 V ® v coo r-P Phone No.: . 7(zS - JOBSITE INFORMATION: (*Indicates required information) `Name: Su/ZA- c-L1 Lgti f C.f C *Address: C.2 1 �S�- /\J YS 4f 9- 3— So L/7-(-J o c. *Cross Street: LO 0 O P fa 4CK"0 POA-10 L/U *Phone No.: Permit No.: r. Tax Map District: 1000 Section: Block: '- Lot: A10 9,6 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) —76 0 A P LT, s elz V k c a- I? (Please Circle All That Apply) COs job ready for inspection: YES / �- Rough In Final *Do you need a Temp Certificate: &E / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect dergrouumber of Meters Change of Service Overhead Addition a t ation: PAYMENT DUE WITH APPLICATION II 82Aequest for Inspection Form O��OF SOUjyo Town Hall Annex Telephone(631)7g65--18802 54375 Main Road roger_richert town SOUJ-A5 .ny.us P.O.Box 1179 Southold,NY 11971-0959 Q COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �E IT4 Date: Company Name: Q .1-TI v CA s T E6 'c(72 t /VC. Name: __ Kt T1+ tiO4.;C'i(Zf= ---__- License No.: 3 y p q( - M Gr Address: 139-0 ti(� ® v (4o r-,P Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: tj/L/Eli C-Ar✓c-- CLC *Address: �f(4,1,0 -S�- /�,,J Y's f�-E 2 'r *Cross Street: _ A r l(I%(I4 e„ *Phone No.: I _ Z Permit No.: � 4 Tax Map District: 1000 Section: o Block:_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) l� ( o r j Gig C u,' fj✓`/ C�/f0V (Please Circle All That Apply) *Is job ready for inspection: Y ! NO Vough Final *Do you need a Temp Certificate: ES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION f 82-Request for Inspection Form v (� Town of Southold - Chapter 236 - Stormwater Management 1 , SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Own -Agan Consultant-Contractor or Other(Circle One) Property OWNER:(ff Different than Applicant) Address: �� � Address• i- I I Tele o , Fax#: Telophrne E-Mail: ., . E-Maift J uQJ• r ' ' W4 "49 m PI A dross` Z6 50L,7T1ApL0 QL4 Brief Description of Conazruction Activity,Proposed Str&-Wral APs,So s.0 ,M.ill 1009 L G �- ��` Stabali-tion BMPs,Project Scope and/or Sequence of Construction.Activity -'+-tr IProulds Ad�donal Pagan as Needed) Dlstrtd Section Block Le! Name of Contractor and/or Contact Person Responsible for Implementation of swPPP: LL___-___---- Y Address: _ LL.4 • y - - - ...&��.�'+-�..9C+'#�i._-�J�'�!� ; • � r , I _Xt ? -------- Telephone# Fax# `- , y /� E-Mail: -----!1A (Z-* Name of Persons R . esponsible For Installatbn 8 Maintenance of Erosion Canfrd Practice: i Air=, c.LEA114 _�ctr�©r -�Ae----------�---- Address: __._L:��4��'_�++_Vl�..�'!✓_S�E!r�CKerY�l.l__.-^---- •-r! r. I Telephone#. Fax E-Mail: Total Area of AO Total Area of Land Clearing - ---^-- i J.Ft andlorGroundDslurbance: ProjectParceb: Z3iDa�s,IF --------------------------------------- - (s.F.r nrns) (s..r A—) ProjectDuration: Start End ...__.---------------------_--__.-----,.__..------- (Anticipated) � Date:Z-1-1V,> Dale: -' ' (roimieorct Cdcn�reeys) ------ E I Will this Project Disturbefive(5)orMore Acres at -----_.._ .•-_______._________ Any One Time During the Proposed Development? Yes Nb ---- ---------------------------------------- i If YES:Please Ansvierthe Followingl _.._ _. „... _ _. ..------_,-rm ___ -------__--_-- a. Does the Applicant have a Qualified Inspector On Q Q ! ! Staff To Conduct the Required Inspections? Yes No i b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description ofall Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No -_- - _ -------- ---- --------------- c. Does the SWPPP Adequately Identify All Temporary = = l and/or Permanent Soil Stabalization Measures? Yes No -----------'"------------"" d. Does the SWPPP Adequately Identify a Complete Q -- --- _._._._._..-•-----•-•-•-__•-•--_---•- -__-... I Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)LlstcA Impaired_) I e. Does the SWPPP Indicate Additional Site Specific n Practices that Will be Utilized to Protect Water Quality? Yes No (�1 .. f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form far Review Type of Impacted Waterbody.(eg.Lake,Creek,Bay.Pond,Sound,Freshwater Welland...} by the Town of Southold? Yes No STATF.OF NFW YORK, COUNTY OF F-F.O. f� -......SS �f That I,.,.�I� .... .... ...................being drily sworn,deposes and says that lie/she is die applicant for Permit, I (Name of!n M I signing Docu l) And that he,/she is the ............ �r� �.�.1� /J� �....... .................................................. (Owner,Contractor.'AgeM�Corporate,Officer,eta) . Owner and/or representative of the 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 ' I that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; i --( ---------•-•--�---`-d -------A-----------------------------20-�3 Notary Public: ._.... 1 ,1! ...... .................. ..................... ................................. ... ........ ... 'nature of 1 SWPPP Assessment FORM: 03-IR VICKI LOTH 'votary Public4Saatd of New York ' No.01i06190696 I. Qualified in Sui'rollt County . Commission Expires July 28,20�t � � c t� �t�,2. 5 �� � s �31-Z 3G•3�� 3 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 09/07/12 TO: William Kelly for Surry Lane LLC P O Box 1675 Southold,NY 11971 Please take notice that your application dated August 15, 2012 For permit to construct a new 42' X 90' barn at Location of property: Route 25, Southold, NY County Tax Map No. 1000 - Section 69 Block 5 Lot 18.6 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, Site Plan approval from the Southold Town Planning Board is required. Suffolk County Planning approval is also required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. m �u COUNTY OF SUFFOLK 5 - ups i.7 V0 OCT 2012 BLDG. DEPT. Steven Bellone TOYM OF SOUTHOLD SUFFOLK COUNTYEXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment SUFFOLK COUNTY FARMLAND COMMITTEE October 5,2012 Mr.Bill Kelly Morton Buildings,Inc. 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Re: Surrey Lane LLC, No#S.R 25, Southold, Town of Southold Suffolk County Tax Map Tax Map No.: 1000-069.00-05.00-018.006 Application#.2012017/Committee Resolution Number:FC-46-2012 Permit#:PFC2012023, PFC2012024, PFC2012025,PFC2012026 Dear Mr.Kelly: The Suffolk County Farmland Committee, at its regular.meeting on September 27, 2012,reviewed your application for an Agricultural Development Permit and a Special Use Permit for'the installation and maintenance of a storage building and underground utility infrastructure, an Agricultural Development Permit for the removal of a structure, and a Special Use Permit for clearing, in association with a commercial agricultural operation. The application was approved, subject to the conditions outlined in the enclosed resolution and permit. If you have any questions, please feel free to contact me at (631) 853-5201 or kathEyn.mageg@suffolkcount�ny.gov. Sincerely, Kathryn Magee Environmental Planner Enclosures cc: David Shanks Lauretta R.Fischer,Principal Environmental Analyst,S.C.Div.of Planning and Environment Heather Lanza,Planning Director,Town of Southold(email copy) Suffolk.County Div.of Real Property Acquisition and Management,Inventory Unit(email copy) Page 1 of 1 COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning and Environment Deputy County Executive and Commissioner SPECIAL USE PERMIT Application#: 2012017 Meeting Date: September 27,2012 Resolution#: FC-46-2012 Permit#: PFC 2012026 Date Issued: October 5,2012 Property Address:No#State Route 25,Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To conduct a site disturbance for CLEARING ON AGRICULTURAL LAND On the above-captioned property,subject to the following conditions: 1. The landowner shall be responsible for compliance with all conditions of Agricultural Development Permit#PFC 2012023,Resolution#FC-46-2012,the deed of development rights, the contract of sale,and all applicable federal,state,county and town regulations,rules and statutes. 2. The clearing shall be conducted on the northwest side of the storage barn structure and located as depicted in the Applicant's "Survey of Lot 2, SCTM# 1000-69-5-18.1, certified to: Surrey Lane LLC"which was received by Suffolk County on September 10„ and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 3. The clearing on the northwest side of the storage barn shall not exceed an area of 60 X 220 feet; and 4. The purpose of the clearing on the northwest side of the storage barn shall be limited to standard agricultural practices in association with a commercial agricultural operation. This permit shall expire on October 5,2013 unless the authorized improvements have been commenced; a building permit, where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. Kathryn Magee Environmental Planner Page 1 of 1 c k COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning and Environment Deputy County Executive and Commissioner SPECIAL USE PERMIT Application 4: 2012017 Meeting Date: September 27,2012 Resolution#: FC-46-2012 Permit#: PFC 2012025 Date Issued: October 5,2012 Property Address:No#State Route 25,Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To conduct a site disturbance for the installation and maintenance of UNDERGROUND UTILITY INFRASTRUCTURE On the above-captioned property,subject to the following conditions: 1. The landowner shall be responsible for compliance with all conditions of Agricultural Development Permit#PFC 2012023,Resolution#FC-46-2012,the deed of development rights, the contract of sale,and all applicable federal,state,county and town regulations,rules and statutes. This permit shall expire on October 5.2013 unless the authorized improvements have been commenced; a building permit, where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. lam/ U Kathryn Magee Environmental Planner Page 1 of 1 COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning and Environment Deputy County Executive and Commissioner AGRICULTURAL DEVELOPMENT PERMIT Application#: 2012017 Meeting Date: September 27,2012 Resolution#: FC-46-2012 Permit#: PFC 2012023 Date Issued: October 5,2012 Property Address:No#State Route 25,Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To Install and Maintain 1) ONE STORAGE BUILDING 2) UNDERGROUND UTILITY INFRASTRUCTURE On the above-captioned property,subject to the following conditions: 1. The storage barn structure and underground utility infrastructure be located as is depicted in the Applicant's"Survey of Lot 2,SCTM# 1000-69-5-18.1,certified to: Surrey Lane LLC"which was . received by Suffolk County on September 10,2012,and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 2. The storage barn structure shall not exceed a footprint of 42 feet by 90 feet;and 3. The porch on the northwest side of storage barn structure shall not exceed a footprint of 10 feet by 3 0 feet;and 4. The storage barn structure,excluding the cupola,shall not exceed a height of 26 feet;and 5. The storage barn structure,including the cupola shall not exceed a peak height of 31 feet;and 6. The storage barn structure will be installed with concrete footings and no continuous concrete foundation;and 7. The storage barn structure and associated porch shall be constructed as is depicted in the Applicant's elevation and floor plans,which were received by Suffolk County on September 10, Page 1 of 2 COUNTY OF SUFFOLK (COPY D C- CE f 5VbF ups V0 OCT 15 2012 BLDG. DEPT. Steven Bellone T01fiN OF SOUTHOLD SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment SUFFOLK COUNTY FARMLAND COMMITTEE October 5,2012 Mr.Bill Kelly Morton Buildings,Inc. 22355 Cox Lane Unit#4 Cutchogue,NY 11935 Re: Surrey Lane LLC,No#S.R.25, Southold, Town of Southold Suffolk County Tax Map Tax Map No.: 1000-069.00-05.00-018.006 Application#.2012017/Committee Resolution Number:FC-46-2012 Permit 4:PFC2012023, PFC2012024,PFC2012025,PFC2012026 Dear Mr.Kelly: The Suffolk County Farmland Committee, at its regular meeting on September 27, 2012,reviewed your application for an Agricultural Development Permit.and a Special Use Permit for the installation and maintenance of a storage building and underground utility infrastructure, an Agricultural Development Permit for the removal of a structure, and a Special Use Permit for clearing, in association with a commercial agricultural operation. The application was approved, subject to the conditions outlined in the enclosed resolution and permit. If you have any questions, please feel free to contact me at (631) 853-5201 or kathryn.ma ee .su5alkcountyny.gov. Sincerely, Kathryn Magee Environmental Planner Enclosures cc: David Shanks Lauretta R.Fischer,Principal Environmental Analyst,S.C.Div.of Planning and Environment Heather Lanza,Planning Director,Town of Southold(email copy) Suffolk.County Div.of Real Property Acquisition and Management,Inventory Unit(email copy) Page 1 of 1 Motion: Alfred Kilb Seconded: Lee Foster Committee Member Appointment Yes No Abstained Not Present BARNETT,Russell K. Town of Smithtown BUSH,Ronald At-Large ✓ CORWIN,Nate At-Large FOSTER,Lee Town of Southampton ✓ GARDINER,Olney M. Town of East Hampton V JOHNSON,Howard Town of Huntington ✓ JONES,Ann Marie Town of Babylon ✓ KILB,Alfred J.,Jr. Town of Shelter Island ✓ KRUKOWSKI,Joseph Town of Southold LANSDALE,Sarah S.C.Dir.of Planning ✓ LESSLER„John Town of Brookhaven ✓ MOYER,Dale D. At-Large MURPHY,Eugene Town of Islip ✓ ORLOWSKI,Bennett S.,Jr. At-Large ✓ ROTTKAMP,Jeffrey Town of Riverhead ✓ SCHEER,Charles F.,Jr. At-Large ✓ SCHMITT,Albert At-Large ✓ ZAWESKI,Mark At-Large ✓ VACANT: Totals 13 5 Date: September 27,2012 Location: Kermit W.Graf Cornell Cooperative Extension Building 423 Griffing Avenue,Riverhead,New York 11901 S.C. Farmland Committee Meeting 09/27/2012—Reso. No.FC-46-2012 Page 3 of 3 s RESOLUTION NO.FC-46-2012 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, PURSUANT TO CHAPTER 8 OF THE SUFFOLK COUNTY ADMINISTRATIVE LOCAL LAWS, APPROVING AND AUTHORIZING MODIFICATION TO THE SURREY LANE LLC PROPERTY (1000-069.00- 05.00-018.006), OF WHICH THE COUNTY OF SUFFOLK OWNS THE DEVELOPMENT RIGHTS WHEREAS, the Suffolk County Farmland Committee ("Committee") has received a proposal pursuant to Chapter 8 of the Suffolk County Administrative Local Laws("Chapter 8")to modify the property currently owned by SURREY LANE LLC,where such proposal is known by application number 2012017;and WHEREAS, the property owned by SURREY LANE LLC and is located on land situated north of MAIN ROAD(S.R. 25), south of OLD NORTH ROAD, east of PECONIC LANE, and west of ACKERLY POND LANE in the hamlet of SOUTHOLD, identified by Suffolk County Real Property Tax Map ("SCRPTM") number 1000-069.00-05.00-018.006("premises");and WHEREAS, the applicant seeks an agricultural development permit associated with the installation and maintenance of one storage building and underground utility infrastructure, an agricultural development permit for the demolition and removal of one building on a trailer, a special use permit to conduct a site disturbance necessary for the installation of the aforementioned underground utility infrastructure, and a special use permit to conduct clearing on agricultural land consistent with standard agricultural practices in association with an existing commercial agricultural operation;and WHEREAS, said application was considered by the Committee at its meeting on September 27, 2012; now, therefore,be it Is` RESOLVED, that the Committee hereby finds and determines that this proposal constitutes a Type II action pursuant to 6 NYCRR§617.5(c)(3)(1995),which completes the SEQRA review;and be it further 2nd RESOLVED,that the Committee hereby approves and adopts the report of its staff, as may be amended; and be it further 3rd RESOLVED,that the Committee hereby approves said application subject to the following conditions: 1. The storage barn structure and underground utility infrastructure be located as is depicted in the Applicant's"Survey of Lot 2, SCTM# 1000-69-5-18.1, certified to: Surrey Lane LLC" which was received by Suffolk County on September 10, 2012, and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No. 2012017;and 2. The building on a trailer to be removed is located as is depicted in the Applicant's"Survey of Lot 2,SCTM# 1000-69-5-18.1,certified to: Surrey Lane LLC"which was received by Suffolk County on September 10,2012,and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 3. The clearing shall be conducted on the northwest side of the storage barn structure and located as depicted in the Applicant's"Survey of Lot 2, SCTM# 1000-69-5-18.1, certified to: Surrey Lane LLC"which was received by Suffolk County on September 10, 2012, and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 4. The storage barn structure shall not exceed a footprint of 42 feet by 90 feet;and 5. The porch on the northwest side of storage barn structure shall not exceed a footprint of 10 feet by 30 feet;and 6. The storage barn structure,excluding the cupola,shall not exceed a height of 26 feet;and S.C. Farmland Committee Meeting 09/27/2012—Reso. No.FC-46-2012 Page 1 of 3 r 7. The storage barn structure, including the cupola, shall not exceed a peak height of 31 feet; and 8. The clearing on the northwest side of the storage barn shall not exceed an area of 60 X 220 feet;and 9. The storage barn structure will be installed with concrete footings and no continuous concrete foundation;and 10. The storage barn structure and associated porch shall be constructed as is depicted in the Applicant's elevation and floor plans, which were received by Suffolk County on September 10, 2012, and attached as Exhibit B and C to the Department of Economic Development and Planning Staff Report Application No.2012017;and 11. The underground utility infrastructure for the storage barn shall include a dry well and electricity lines;and 12. The storage barn structure shall be connected to electricity service by underground electricity infrastructure that shall be connected from Ackerly Pond Lane and run southwestward toward the storage building along the northern boundary of the premises, and enter the western corner of the storage building;and 13. The proposed electrical service shall require trenching on the premises for a distance of approximately 675 feet underneath an existing dirt road;and 14. The landowner shall submit the "as-built" plans depicting the aforementioned improvements to the Suffolk County Department of Economic Development and Planning within one(1)year of permit issuance;and 15. The use of the storage barn,porch and underground utility infrastructure shall be limited to that necessary for Agricultural Production as defined by Chapter 8 of the Suffolk County Administrative Code;and 16. The purpose of the removal of the building on a trailer shall be limited to that necessary for Agricultural Production as defined by Chapter 8 of the Suffolk County Administrative Code;and 17. The purpose of the clearing on the northwest side of the storage barn shall be limited to standard agricultural practices in association with a commercial agricultural operation;and 18. The landowner shall prepare and implement a stormwater mitigation plan in consultation with Suffolk County Soil and Water Conservation District and/or Natural Resources Conservation Service to address any and all stonnwater runoff issues associated with the aforementioned improvements;and 19. The landowner shall submit to the Suffolk County Department of Economic Development and Planning prior to the.commencement of construction the Suffolk County Soil and Water Conservation District- and/or Natural Resources Conservation Service-approved stormwater mitigation plan;and 20. The landowner shall be responsible for compliance with all conditions of Resolution.#FC- 46-2012, the deed of development rights, the contract of sale, and all applicable federal, state,county,and town regulations,rules and guidelines. S.C. Farmland Committee Meeting 09/27/2012—Reso.No.FC-46-2012 Page 2 of 3 RESOLUTION NO.FC-46-2012 OF THE SUFFOLK COUNTY FARMLAND COMMITTEE, PURSUANT TO CHAPTER 8 OF THE SUFFOLK COUNTY ADMINISTRATIVE LOCAL LAWS, APPROVING AND AUTHORIZING MODIFICATION TO THE SURREY LANE LLC PROPERTY (1000-069.00- 05.00-018.006), OF WHICH THE COUNTY OF SUFFOLK OWNS THE DEVELOPMENT RIGHTS WHEREAS, the Suffolk County Farmland Committee ("Committee") has received a proposal pursuant to Chapter 8 of the Suffolk County Administrative Local Laws("Chapter 8")to modify the property currently owned by SURREY LANE LLC,where such proposal is known by application number 2012017;and WHEREAS, the property owned by SURREY LANE LLC and is located on land situated north of MAIN ROAD(S.R. 25),south of OLD NORTH ROAD, east of PECONIC LANE,and west of ACKERLY POND LANE in the hamlet of SOUTHOLD, identified by Suffolk County Real Property Tax Map ("SCRPTM") number 1000-069.00-05.00-018.006("premises");and WHEREAS, the applicant seeks an agricultural development permit associated with the installation and maintenance of one storage building and underground utility infrastructure, an agricultural development permit for the demolition and removal of one building on a trailer, a special use permit to conduct a site disturbance necessary for the installation of the aforementioned underground utility infrastructure, and a special use permit to conduct clearing on agricultural land consistent with standard agricultural practices in association with an existing commercial agricultural operation;and WHEREAS, said application was considered by the Committee at its meeting on September 27, 2012;now, therefore,be it I" RESOLVED, that the Committee hereby finds and determines that this proposal constitutes a Type 11 action pursuant to 6 NYCRR§617.5(c)(3)(1995),which completes the SEQRA review;and be it further 2°d RESOLVED,that the Committee hereby approves and adopts the report of its staff, as may be amended;_. and be it further 3`a RESOLVED,that the Committee hereby approves said application subject to the following conditions: 1. The storage barn structure and underground utility infrastructure be located as is depicted in the Applicant's "Survey of Lot 2, SCTM# 1000-69-5-18.1, certified to: Surrey Lane LLC" which was received by Suffolk County on September 10, 2012, and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No. 2012017;and 2. The building on a trailer to be removed is located as is depicted in the Applicant's"Survey of Lot 2,SCTM# 1000-69-5-18.1,certified to: Surrey Lane LLC"which was received by Suffolk County on September 10,2012,and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 3. The clearing shall be conducted on the northwest side of the storage barn structure and located as depicted in the Applicant's"Survey of Lot 2, SCTM# 1000-69-5-18.1, certified to: Surrey Lane LLC"which was received by Suffolk County on September 10, 2012, and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 4. The storage barn structure shall not exceed a footprint of 42 feet by 90 feet;and 5. The porch on the northwest side of storage barn structure shall not exceed a footprint cif 10 feet by 30 feet;and 6. The storage barn structure,excluding the cupola,shall not exceed a height of 26 feet;and S.C.Farmland Committee Meeting 09/27/2012—Reso.No.FC-46-2012 Page 1 of 3 Agricultural Development Permit#PFC 2012023 Page 2 of 2 2012,and attached as Exhibit B to the Department of Economic Development and Planning Staff Report Application No.2012017;and 8. The underground utility infrastructure for the storage barn shall include a dry well and electricity lines;and 9. The storage bam structure shall be connected to electricity service by underground electricity infrastructure that shall be connected'from Ackerly Pond Lane and run southwestward toward the storage building along the northern boundary of the premises,and enter the western comer of the storage building,and 10. The proposed electrical service shall require trenching on the premises for a distance of . approximately 675 feet underneath an existing dirt road;and 11. The landowner shall submit the "as-built" plans depicting the aforementioned improvements to the Suffolk County Department of Economic Development and Planning within one (1)year of permit issuance. 12: The use of the storage barn, porch and underground utility infrastructure shall be limited to that necessary for Agricultural Production as defined by Chapter S of the Suffolk County Administrative Code;and 13. The landowner shall prepare and implement a stormwater mitigation plan in consultation with Suffolk County_Soil and Water Conservation District and/or Natural Resources Conservation Service to address any and all stormwater runoff issues associated with the aforementioned improvements;and 14. The landowner shall submit to the Suffolk County Department of Economic Development and Planning prior to the commencement of construction the Suffolk County Soil and Water Conservation District- and/or Natural Resources Conservation Service-approved stormwater mitigation plan;and 15. The landowner shall be responsible for compliance with all conditions of this approval Resolution # FC-46-2012, the deed of development rights, the contract of sale, and all applicable federal, state,county,and town regulations,rules and guidelines. This permit shall expire on October 5.2013 unless the authorized improvements have been commenced; a building permit,where required by the local town or village,has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. Kathryn Magee Environmental Planner i Motion: Alfred Kilb Seconded: Lee Foster Committee Member Appointment Yes No Abstained Not Present BARNETT,Russell K. Town of Smithtown ✓ BUSH,Ronald At-Large ✓ CORWIN,Nate At-Large ✓ FOSTER,Lee Town of Southampton ✓ GARDINER,Olney M. Town of East Hampton ✓ JOHNSON,Howard Town of Huntington ✓ JONES,Ann Marie Town of Babylon ✓ KILB,Alfred J.,Jr. Town of Shelter Island ✓ KRUKOWSKI,Joseph Town of Southold ✓ LANSDALE,Sarah S.C.Dir.of Planning ✓ LESSLER„John Town of Brookhaven ✓ MOYER,Dale D. At-Large ✓ MURPHY,Eugene Town of Islip ✓ ORLOWSKI,Bennett S.,Jr. At-Large ✓ ROTTKAMP,Jeffrey Town of Riverhead ✓ SCHEER,Charles F.,Jr. At-Large ✓ SCHMITT,Albert At-Large ✓ ZAWESKI,Mark At-Large ✓ C' A AN: Totals 13 S Date: September 27,2012 Location: Kermit W.Graf Cornell Cooperative Extension Building 423 Griffing Avenue,Riverhead,New York 11901 S.C. Farmland Committee Meeting 09/27/2012—Reso.No.FC-46-2012 Page 3 of 3 COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division of Planning and Environment AGRICULTURAL DEVELOPMENT PERMIT Application#: 2012017 Meeting Date: September 27,2012 Resolution#: FC-46-2012 Permit#: PFC 2012024 Date Issued: October 5,2012 Property Address:No#State Route 25,Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To Demolish and Remove 1) ONE BUILDING ON A TRAILER On the above-captioned property,subject to the following conditions: 1. The building on a trailer to be removed is located as is depicted in the Applicant's"Survey of Lot 2,SCTM# 1000-69-5-18.1,certified to: Surrey Lane LLC"which was received by Suffolk County on September 10,2012,and attached as Exhibit A to the Department of Economic Development and Planning Staff Report Application No.2012017;and 2. The purpose of the removal of the building on a trailer shall be limited to that necessary for Agricultural Production as defined by Chapter 8 of the Suffolk County Administrative Code;and 3. The landowner shall be responsible for compliance with all conditions of this Resolution # FC- 46-2012, the deed of development rights, the contract of sale, and all applicable federal, state, county,and town regulations,rules and guidelines. This permit shall expire on October 5.2013 unless the authorized improvements have been commenced; a building permit,where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. Kathryn Magee Environmental Planner Page 1 of 1 Agricultural Development Permit#PFC 2012023 Page 2 of 2 2012,and attached as Exhibit B to the Department of Economic Development and Planning Staff Report Application No.2012017;and 8. The underground utility infrastructure for the storage barn shall include a dry well and electricity lines;and 9. The storage barn structure shall be connected to electricity service by underground electricity infrastructure that shall be connected from Ackerly Pond Lane and run southwestward toward the storage building along the northern boundary of the premises,and enter the western comer of the storage building,and 10. The proposed electrical service shall require trenching on the premises for a distance of approximately 675 feet underneath an existing dirt road;and 11. The landowner shall submit the "as-built" plans depicting the aforementioned improvements to the Suffolk County Department of Economic Development and Planning within one (1)year of permit issuance. 12: The use of the storage barn, porch and underground utility infrastructure shall be limited to that necessary for Agricultural Production as defined by Chapter 8 of the Suffolk County Administrative Code;and 13. The landowner shall prepare and implement a stormwater mitigation plan in consultation with Suffolk County Soil and Water Conservation District and/or Natural Resources Conservation Service to address any and all stormwater runoff issues associated with the aforementioned improvements;and 14. The landowner shall submit to the Suffolk County Department of Economic Development and Planning prior to the commencement of construction the Suffolk County Soil and Water Conservation District- and/or Natural Resources Conservation Service-approved stormwater mitigation plan;and 15. The landowner shall be responsible for compliance with all conditions of this approval Resolution # FC-46-2012, the deed of development rights, the contract of sale, and all applicable federal, state,county,and town regulations,rules and guidelines. This permit shall expire on October 5.2013 unless the authorized improvements have been commenced; a building permit,where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. _ CwrY�Y�Q Kathryn Magee Environmental Planner COUNTY OF SUFFOLK We Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning and Environment Deputy County Executive and Commissioner SPECIAL USE PERMIT Application#: 2012017 Meeting Date: September 27,2012 Resolution#: FC-46-2012 Permit#: PFC 2012025 Date Issued: October 5,2012 Property Address:No#State Route 25,Southold,Town of Southold Tax Map#: 1000-069.00-05.00-018.006 Pursuant to Chapter 8 of the Suffolk County Administrative Local Laws,permission is hereby granted to Surrey Lane LLC To conduct a site disturbance for the installation and maintenance of UNDERGROUND UTILITY INFRASTRUCTURE On the above-captioned property,subject to the following conditions: 1. The landowner shall be responsible for compliance with all conditions of Agricultural Development Permit#PFC 2012023,Resolution#FC-46-2012,the deed of development rights, the contract of sale,and all applicable federal,state,county and town regulations,rules and statutes. This permit shall expire on October 5.2013 unless the authorized improvements have been commenced; a building permit, where required by the local town or village, has been secured by the agricultural land owner or the Suffolk County Farmland Committee has granted the agricultural land owner an extension. Kathryn Magee Environmental Planner Page 1 of 1 i N Oo m A I . N Peak r° o — CD C. Soffit cc co GradE CD Pk N Roof ^' N ®A C N O /\ co n 0 N CD F cA ,: O d �� �' hU� •� 1 M- CD � i' ;y Alii i 3 CD i♦^f ij V• CD C/) o � � a i C ul N N C. O I I I ' L N I mmm 0O D A cn toO Peak Soffit o � � CD w Grade CD CP c .A c Roof ^' N CL CD m N 3 0 N qq CD ° (D P_ //D�� Z 1'• it 4p N 7 + ♦ n 0 to 1 Z (_ 9� v m I I CD CD 00 Eli � i N rr m r 0 O m CD N I i i N m D O t cn A Peak c° CD CL O I Q 3 Soffit o cn Gradeto Roof ^' N .� 0 3 0 �L ° O co O x N sjy l�p, i 3 O W 's yrs V 3 CD 2Z v4 t cn �i r "n 0 1 W CD i o C 7 I CT1 N Q d ,O O i I I ' I I atif MBEA .lob: ✓/�//f� MORTON'BUILDINGS,INC• Date: 8/5/2012 Page: 6 of 9 252 W.Adams,P.O.Box 399•Morton,Illinois 61550-0399 396 42'xl4'x90' (#1) Column Plan O0 0 C u 4� (� N O i O LL D � Ol - l0 CO U-) W LU z U O 0 v U � W O --- — ----- — - --- ----------- -- ——— X --■ — ---------- ------ ---- �^ OLO N (h NC k (Y) 0Is j �p 00 41O � d 128-10454-20120805-10115698-85AF-22 0 2012?Morton Buildings,Inc. Owners Initials S)F 5UFFOLKOF ' OR,FORNIE�-Y RITY LAND NOW N5PORTATION AUTHO s T}IE METROPO0N6 SLM19 RAtL ROAD 1350.93'. „"rr 30„$ rnr.rr in =. .rn mr�,'� ptl.tLp ON FO M�'�D � O fz R of rr r v, vko �wN OF SOU TO r S3g � rFENGE . r L6' WEST , r , r _ r r I r r _ r 1 r r .y r . _.__.. ..rte.! +s.r.,- . ._._--- - ..cc-- e -..._ _•____ =^. _- _ .. - ----.. _ .. ._ .. � O Z� � n0 r I rA 0 o� O DEC 2 2 2022 (' SURVEY OF SUIWIN;Dry _ L 0 T 2 701MOFSOM-sow MAP OF SET—OFF OF REYNOLD BLUM AT SOUTHOLD FILE No. 10632 FILED JUNE 6, 2001 N/0/F SITUATE METROPOLITAN TRANSPORTATION AUTHORITY LONG ISLAND RAILROAD SOUTHOLD TOWN OF SOUTHOLD SEE DETAIL SUFFOLK COUNTY, NEW YORK 1 ,350.93' S.C. TAX No. 1000-69-05-18.6 SCALE 1 =50 — FENCE SCALE 1 "=100' r D 7's. r NOVEMBER 7, 2022 N 47°39'30" E GRAVEL ROADWAY NO + I O AREA = 1,904,758 sq. ft. N to.O" 43.727 ac. o I e 0$ It I T Z oun^lc +ion loco-+!on O.K O I I 5 3$ 02 Cn o I I �' of SOUTHpLD I '377,4.40 � 'rows I 5 o L - - - - - - - - - -� O 0 " " N DETAIL SCALE 1"=50' N " DEER FENCE rn FENCE I I GRAVEL ROADWAY p � r` Q���F WELL�� •R"'S n POLE z07d s I aIS o I 9 T. I N N IrSNS vt � 1Pn 1 m w' 11 P i 1 10t y SCE I r 0 -n O� v �\ o --� O= zr, o ^tol rrn b H ,na to_ �� �M o txo b o vi o CLA �C_ w0 OD 0 C: y a ao to Fm. 5341595099 ro'� W vZ 282.85' CA N 310'30" W � Ln 10o 0.24' o tj -I CILn Oo " O O =° N xo�►ob� � ' � .O S� W �o rl N (J! N 53.15'00" E m n R 00 N 311.00' FOUNDbo CIO FOUND Ln CONC. MON. CONC• MON FOUNREBAR S 53015'00. 3°15'00" W MAIN ROAD S 5301595099 W 61 .51 ' N.Y.S. Rte. 25 293.74' LOWER ROAD PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA.LS. AND APPROVED AND ADOPTED, FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION_.�- � t A I /N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Q EDUCATION LAW. Land Surveyor eyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: StanleyJ. Isaksen, Jr. L S. TO BE A VALID TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 727-2090 Fax (631)727-1727 PHONE631 LENDING INSTITUTION LISTED HEREON, AND (631)727-2090 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. P.O. Box 16 1586 Main Road THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin30aol.com PROVIDE GONNEGTION ' , SITE PLAN BASED ON ORIGINAL SURVEY BY: MUM WIRE TO POWER SOURCE OR"C rxrsrnr� fi'ROi�OSED !..�I TE FLAN: JOHN G. EHLERS LAND SURVEYOR hra eALE1O �' 6 EAST MAIN STREET �,:,c� SITUATE AT: PROVIDE RGA MATERIAL FOR FARM ACCESS � RIVERHEAD, N.Y. IIg01 FILL RD ENTRY AREA, DP INCLUDING sTww AGKERLY POND LANE 5OUTHOLD,NY ME DR►VEWAY s, Y� ROAD - 40 , b31-3b41-8288 APPLICANT: BALE TOM OF SOUTHOLD APRON (SEE PAVEMENT SECTION) 'y SS /// a o 631-3641-8281 FAX MORTON BUILDINGS ORAVE SUFFOLK COUNTY, NEW YORK 22355 COX LANE,UNIT No.4 ,. ,R , , , , SGTM NO.: 1000-415-5-18.b Sg' iNMYOFTCI'T'Y ,�„ CURRENT USE: AGRICULTURAL EXISTING DILAPIDATED BUILDING ON / OWNER: GUTGHOGUE,NY 114135 &�ONG1(�J�.ANn DAVID SHANKS 631-134-4060 FEMA FLOOD ZONE:SECTION WA TRAILER(TO BE REMOVED) 51TE DATA: EX15TING: PROPOSED: (500-272-44601 (511 oI WrrOMOF AREA OF SITE: 1804,843 S.F. (43.14AGJ N.G. 0 d. e" www.dignetnycli.com J pRAJN� i tt�Ye,K.eS ' • �/ / ' �J��` `,�r � u' or SEE ENLARGED PLAN BUILDING AREA \� : h ;, ;�'�•� ,+� ��,,, �-r:• �H�I.,,�, � � www.call8ll.com • • • • • • • • • • • • BLDGS (FOR AGRICULTURAL USE) '� SITE (for other states) FOR WORK IN THIS PLAN A 1,011 S.F. (TO BE REMOVED) ! / LOGATIO�i1 <yn 'B' WA 3,180 S.F. STORM DRAINAGE SY5 NO.I / ' ' >� docKcvcHrEr.o,a / UU-- By law, excavators and contractors working in the W/-. --� (DEDIGATED TO FARM RD five boroughs of New York City and Nassau and AREA (THISDWG) STAg5(M),�5WTM BALS To ee Ser IN 5UB-TI- 1,011 S.F.(T.B. RMVD) 3,780 S.F. f� - PROPOSED 51TE BLDG AREA: 3,'180 S.F. �o DRAINAGE) Suffolk Counties on Long Island must contact " DigNet, 1-800-272-4480 or 811,at least 48 hours '71, I-8'4►x4' LIQUID DEPTH / Q LEACHING POOL WITH4i'r ' rucrr: nvr. but no more than 10 working days(excluding weekends and legal holidays)prior to beginning 11 Q � \\ 11 �' � OPEN GRATE g or excavation work to 11 11 11 11 11 / ® any mechanized digging ensure underground lines are marked. ELEVATION _ Excavators and contractors can also submit - locate requests online,through [TIC.If you do not A STRAW BALE BARRIER EXISTING FARM ACCESS ROAD �>HALL BE ,,�/ . 97,3, � ✓` � � N Lo current) use ITIC lease call 1-800-524-7603 858°28'00"E 1 NOT To 5GALE MAINTAINED TO PROVIDE 20' k.)E CLEAR wv !J / 0 :� ' y for more information. � ��Cj ACCESS FOR EMERGENGY VEHICLES � �' 0 LOG�T(OI`1 M��: = o 131.541' I Ory NOT TO 5GALE For safety reasons, homeowners are strongly ro encouraged to call as well when planning any CAST IRON FRAME AND GRATE/COVER ��,P � �' type of digging on their property. Homeowners �3. CAMPBELL 1182 G OR APPROVED EQUAL Q P �/ LAND N/F OF '� '�' • can contact us directly at 1-800-272-4480 or by J 0 ` p �.;� THE TOWN OF 5OUTHOLD • FINAL &RADE - OQ / ZONING INFORMATION. calling 811,the national call before you dig I A • 0 0 number. For excavation work completed on do Ory 0 personal property,it is the contractor's 0�� . / / 41 �10' -8" TRAFFIC ,I�` .'� / ��P AGRICULTURAL CONSERVATION 'AC' responsibility-NOT the homeowners-to contact I \�� BEARING SLAB \\ �� LOT SIZE; 80,000 MIN (WHERE �1\� ,/�/ PROPOSED F�aJ�R� EXISTING: 1,904,843 SQ.FT. DigNet. Having utility lines marked prior to / APPLICABLE) L digging is free of charge. �.� _ _ _ _ UNDERGROUND O, O _ z . �' PROPOSED: N.C. LAND N/F of I I ® ® ® � ELECTRICAL SERVICE O'� PROPERTY LINE NOTES: / THE TOWN OF 50UfHOLD I ® 0 ® z ® °� LOT WIDTH; INC:75' MIN Q I.DOLLAR DEPTH 15 NOT REQ'D Q ST r �- �' SD EXISTING: 293.74' ® ® ® ® ® WHEN RATABLE MATERIAL ��j � WOODED AREA TO BE CLEARED STORM DRAIN OF, ® ® ® p ® ® EX15T5 FOR FULL DEPTH. =,13,2005.F. ! -� PROPOSED: N.C. `O ,(�j (b0'x220) � �0 /. �. LEACHING POOL fJ/SOLID COVER ' j� 2.COLLAR MAT.SHALL BE [KO 3' MIN. ® ® ® ® 0 3' MIN. GLEAN GRAVEL OR BANK RUN. T: PROPOSED \ �S\ �� 15E `�I- --/ LOT DEPTH 250' MIN 3. ALL DRAINAGE STRUCTURES \ � EXISTING: 2,583.75 LIN.FT. p�, �P� '' • ^�' ® ® ® I�*CONTOUR o MUST BE WRAPPED WITH FILTER c� d� LIMITS OF CLEARING, 6 PROPOSED: N.C. �� I FABRIC. \� ,tom r GRADING AND GROUNDS 0 SILT FENCE - - �E �r S •� � ® ® ® ® �`T. / DISTURBANCE. / CO HA ALE ER - - . . _ _ FRONT YARD SETBACK; 60' MIN r I c� WRAP 5TRUCTURE5 WITH � ` , f 23,253 S.F.(0.534 AG _y� B� EXISTING: N/A YJ PROPOSED: N.C. m ® ® -' ® � FILTER FABRIC (USE D� `� � AREA OF DISTURBANCE -'\/�/'I • ® ��- ® ® ® &EOTEX 351,BY PROPER) /��, / �•- ��- ►. \ U-�\ �� � m O l , B \ SIDE YARD SETBACK: 20' MIN EXISTING: 97.3' (BLDG TO BE REMOVED) I--� • . LAND NOW OR FORMERLY I \ r I PROPOSED: 119.6 PROPOSED 8 DIAMETER ^ ` AGRICULTURAL 5TORAGE� . FRANK LOGGSANO &ROUND WATER � NSDON-RATEABLE IL 1� / \ � �,� j LAND NOW OR FORMERLY j SIDE YARD SETBACK CUMULATIVE: 45' MIN BUILDING, 5EE PARTIAL OF FRANK LOGG15ANO I EXISTING: 124.9' (BLDG TO BE REMOVED) a i_ PLAN (THIS DWG) \ `. V (� PROPOSED: 836.5 t Lam, PROPOSED SILT FENCE AND HAYBALE b MIN. r' �� REAR YARD SETBACK: 75 MIN �� R MATERIAL ° 1 9�' BARRIER(5EE DETAILS) TOP COURSE a o a a O • ��' RATABLE(PENETRAPROPOSED AGRIGU_TURAL- 05-, EXISTING: 27.6' BLDG TO BE REMOVED 1 STORAGE BUILDING /\/\/\/\/\/\/\/\ 4,�\\ \\ \�\\ \\ \\ \\ \\ ( ) mX PROPOSED STORM DRAINAGESYSTEM /\/\/\/\ \/\ \/ SOIL BASE- / // /,,,/ // // // / // PROPOSED: 81.8' X AREA: 3,180 50.FT. \/\\/\\/\\/\\//\\/\\//\\/\� \��\� \� \� \\/\\/\\ \/\\/\/\\/\\//\\ < - - W/ IO'x3o' PORCH l (DEDICATED TO PROP05EP ROOF ONLY) //,moi/,,ii\ ,,/,,,//,/moi/,,,�,,�,,�,,�,, y/,�,,y,,�/,/,,// I--� LU IL WNDERLYING 5AN0 AND GRAVEL STRATA Sc i 2 -8'0x8' LIQ. DEPTH LEACHING POOLS \ ��\� �i // LIVABLE FLOOR AREA: 850 S.F. X Z m6. • . `� ��r. TYPICAL STORM WATER b' EXISTING LOT: N/A O �0' )'Spa• EXISTING WOODED AREA �� (SQ.FT, PER DWLG UNIT) M� LEAGHIN6 FOOL (5D) DETAIL ACCESS AREA PROPOSED LOT; N/A r'�1 : PAVEMENT SECTION O z � 4INIgj)M THICKNESS) W NOT TO 5GALE MAXIMUM PERMITTED DIMENSIONS: Q �/ -- AGGREGATE (PCA) 4 O i • • S�c �` :� LOT COVERAGE: 20% MAX (380,968.6 SQ,FT,) (� T \ , „ EXISTING LOT: 0.0562% (1,071 SQ.FT.) 1� sF� SEPARATION D15TANGE REG'MT5 FOR 5TORMWATER I / �, `J � 1 ff FL ' N�l - --� PROPOSED LOT: 0.1984% (3,780 SQ.FT.) ' FINE GRADE SOIL BASE J ` _ � I EAGHING STRUCTURES AND PIPING: BLDG HEIGHT: 35 FT, MAX ('(� N .e_... __.. .r i.s...s 'S HORIZONTAL SEPARATION DISTANCES FOR HORIZONTAL SEPARATION DISTANCES FOR ' . � EXISTING LOT: ±12' b• ` STORM DRAINAGE LEAGHIN6 POOLS: STORM DRAINAGE NON-LEACHING 80 40 D 8 160 240 320 400 FARM AGGE55 ROAD PROPOSED LOT: ±26' 1 � J 0 •• / PROPERTY LINE = 10'MINIMUM 5TRUCTURE5: GRAPHIC, 56ALE BUILDINGS WITH CELLAR = 10'MINIMUM ATR SERV LINE5/LATERAL5/MAIN5 = V MIN I" - 80'-O" NUMBER OF STORIES; 2 1/2 MAX, BUILDING5 ON SLAB = 10 MINIMUM UNDERGROUND UTILITIES = 5'MINIMUM ENTRY AREA 5EG�• II ON W LU � I EXISTING: 1 STY � i WATER SERV.LINE/LATERALS/MAIN5 = 10'MIN PROPOSED: 1 STY UNDERGROUND UTILITIES = 5'MINIMUM VERTICAL SEPARATION DISTANCES FOR 5TORM DRAINAGE GALGULATIONS: NOT TO 5GALE SANITARY LEACHING POOLS = 20'MINIMUM STORM DRAINAGE LINES: ' PUMP STATION = 5'MINIMUM WATER SERVICE LINES = 18"MINIMUMVOLUME - f�':EA x RAINFALL X COEFFICIENT ENGINEER: 1 ` GREA5E TRAP = 5'MINIMUM SANITARY WA5TE LINES = 18"MINIMUM AREA: 3,180 S.F. i r MANHOLE = 5'MINIMUM RAINf`f1L = 2"/HR. = 0.161' / �� PRIVATE WELLS = 50'MINIMUM ' EX.WELL AND r RETAINING WALLS = 10'MINIMUM GOEFr`G1ENT OF ROOF = LO PUMP TO FUEL STORAGE TANKS(BLW GRD) = 20'MIN GOEFf'GIENT OF RGA = IA ' T: CJrcc / n\'` -+�� ;ODE Si:CT10NREMAIN SIGi\L3,t UI>.StJAfTJSs' i.iLl�Tii�JB ` R STORM DRAHAGE 5Y5. No.l STORM DRAINAGE 5Y5 Not 100-254(1),ACKNOWLEDGES THAT THE CONDITIONS OF THF-.SITE PLAN i i r • APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED (PROVIDED f OR FARM ROAD DRAINAGE) (PROVIDED FOR PROPOSED AGRICULTURAL 0 APE ACCEPTED(SEE CONDITIONS ON RESOLUTION). 860 S.F.X C,iCal' X LO = 143.62 GU.FT, STORAGE BUILIDNG ONLY) VOLUME REGC'RED = 143.62 GU.FT. 3,150 S.F. x 0.161'x 1.0 = 631.2b CU.FT. i ��\oA 07349 • , /, s. PL .SEP IE �• -�r USE: VOLUME REQUIRED = 63126 CU.FT. \�� .r Q 1 �` �G�E ss\o��� (1) &VX4,0'.�EEP LEACHING POOL USE: E WITH OPEN ORATE (2) 8�Dx8.0 DEEP LEAGHIN6 POOLS �y� TITLE DATE \� �y JEFFREY T. BUTLER, P.E. i ,GNF ,URE VOLUME PRA/IDED = 165A6 CU.FT. VOLUME PROVIDED = 615.84 CU.FT. \�� , N APPROVED BY TOVIN OF SOUTI-IOLD PLANNING BOARD ` Galcvlatlo Summary �`` O /Z&/20 ff Label :okType, Units Avg Max Min Avg/Mln Max/Min Max/Avg Ratio +� \` x00 MoD '0D 1 3 SIGi�fAl�� � DATE A t xOD xOJ xo.� z O STEEL OR WOOD ` p / 0 luminance b 0.21 8.0 OA N.A. NA. 235 k •, X01 \ tP < EXTRA STRENGTH FILTER FABRIC ;lr REOV. WITHOUT WIRE ME5H SUPPORT POST(TYP) , • E kJminarlce I 0.13 4.416 OD N.A. NA. 3821 fc xoJ 10' MAX. O.G. SPACING , f NOTE:The a rove elopment plan sh be or a period of eighteen(1S) 0 xol � (� O (� W/WIRE SUPPORT FENCE ' ` 1 m'nths from the ate b( n oval as per sec. 55. \ io01 zoJ xo.1 xo.1 © luminance I 0.26 6.141 OD N.A. NA. 26.34 Fc �'�° "oI 02x x0.1 xoJ O Q AI .a� 1 IU 8 \ \ xo.1 o.2x OS 03X x01 . . _ CQ 11.E x o o, J'. s, �p •A T. Site luminance 2.01 541.15 O.O N.A. NA. bb.g fc 1 of\ o3x x0J _"'_'�"-~ �;G V, �,• ,`00� x0.9 x01 W j O Z r�b� O�1'` " Maintained Foot-candle levels at grade. o.l,o.° �xo.a 1zx ° xoA` (Y I(1 0.2x xo.l rT LU � I Q _ := gLO� '\�'1,�� `����06 ` a� y Total Project Watt9 = 645 °S 1A 2.0 2.4x x2s o.� hM Q x25 .so (Y CL '• -r-':'. --i; •'. .:• \ 4 1 � S`. �` � .1r�0 \ 0 2.4x CL x0J � n/ � �l Q � ` �o\�j ^p� \ G 0 LOL Z O G) AOj. BASED ON ,E INFORMATION PROVIDED,ALL DIMENSIONS AND LUMINAIRE LOCATIONS 5HOWN REPRESENT \ 0� x01 O • • ATTACH FILTER FABRIC SECURELY A ��` 7' (L.25 REGOMMEN:D POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLIGABILIN OF THE x2.5 p x0A -17 / /\�\ ;�'� j//�//�>/jTO UPSTREAM SIDE OF P05T • \ \ {0 .1d ` xV���\ O� S LAYOUT TG_XISTING OR FUTURE FIELD CONDITIONS. \ pax �1 �o\O TH15 LIGHP;PAfTERN REPRE5ENT5 ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN ` a VLQ 51 LT FENCE DETAIL ���`. �Q Xu) UNDER GOMOLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE x0.1 zoo z z # N WITH ILLUM\TING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY PROP05ED CL NOT TO SCALE j � AND OTHE rARIABLE FIIELD CONDITIONS.GALGVLATMAY VARY E TO1ION5 ATION DO NOT NGLUDE OB5TRUGTION5IN ELECTRICAL VOLTAGE, ERANCE SUCHH ASN LAMPS AGRICULTURAL \ x0A 17 O r' NOTES: SILT FENCE SHALL BE PLACED FRONT YD / BUILDINGS,URBS,LAND5GAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLE55 NOTED. xoD 5TORA6E BUILDING ` U_ I PARALLEL X010TO SLOPE CONTOURS TO SETBK=60'-0' �� c9�� D5 J MAXIMIZE PONDING EFFICIENCY. IN5PEGT �r i TH15 15 NOT AN RUUD RECOMMENDED LIGHT LAYOUT, RUUD 15 xOD • \` 05 N O AND REPAIR SILT FENCE AFTER EACH , •� JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR 5ArETY NOT RESPONSIBI F FOR SAFETY AND SECURITY RISKS DUE x.05 LU STORM EVENT AND REMOVE SEDIMENT �Fiow r Q\�00 AND 5E'GURITY RISKS DUE TO INADEQUATE LIGF4T LEVI.5. TO INADEQUATE L16HT LEVELS. A x0,0 \ A V LL WHEN NECESSARY. REMOVED SEDIMENT ''�j 00 x0A zD5 '� THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT 15 A O SHALL BE DEP051TED TO AN AREA THAT PN� ,r)� � THIS 15 NOT AN RAE) LIGHTING RECOMMENDED LIGHT A x00 O DESIGN BASED UPON THE'.N 1-72 X TOWN GODS - SE'rION LAYOUT. RAB LIGHTING I5 NOT RESPONSIBLE FOR SAFETY t�1 x00 x0J } 1I 1 WILL NOT ALLOW OFF-SITE TRANSPORT. �' , .� I- � 2b0-1241 AND SUB-SECTION 172 - EXTERIOR LIC-ITING �� ` z h COQ \ AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. _ 02x A (� \ t:::.,: HIGH POLE (MAX) ')j°\� x1h x xo0 O Q x0D x02 xOb O xOJ x03 2D \ r x3b x25 A \ :•, s EL OR HOOD POST ;��,` �/?. 4" x d" TRENCH ` Luminaire Schedule \/� W/COMPACTED .r F� N %\ � BACKFILL 59mbol Gtty Label Arr'mt DeScrlptlon Eff(clency Lumens/ Ltg Pwr Arr. Watts PARTIAL xo,p X0.2 xu ' x,n xpA \ •\ � Lamp Oen54 x0.1 xo.4 \ M. INr.�•TAr l AXION WI M TlZF �l 6 A 51N�7LE L I G H T I `L G P LAT� /:1 x0J xl.b O.Ix 0.0x `\ • x0.2 x08 1D x0.0 ` ���� • RUUD - GE2 SERIES CG CUTOFF - CLEAR LENS W/ \ \//\ \//\ 5GALE: NT5 x0i 360° SHROUD. ETGHE�/ANODIZED REFLECTOR 1100 10 � �� _ PROVIDE5 PREGI5E [)9\4-MD DISTRIBUTION. I �\ xo.1 3/4" MIN. I T E P L A I . _ ao.z xo1 x0D \ DRAIN ROCK RAB - DIFFUSED REF',EEGTOR AND CLEAR FLAT ` I © SINGLE GLA55 LEN5 W/ H00 MODEL No. OBIS - V M.H. •20 LPW 1500 0.015 WAt2 15 20 IO O 20 40 60 i0J ` INSTALLATION _ ,-v l \///\� WITHOLI"r TRr=NC�lN6 � � _ `"-'�'�` � GRAPHIC SCALE I' = 20'-0" \� S - RAB - (2) DIFFUSED FFIEGTOR AND GLEAR FLAT CALE: NTS 200 100 O 2(0 400 600 800 1000 I © DOUBLE GLASS LENS H0001,MODEL No.•QB2B - 6M. 20 LPN 1500 0.031 N/ft2 150 61RAPHIG 56ALE I" = 200'-0" Of L 1111=1 milky=Code / lnternotionol F?esidentiol Coc>e �LI't :,=TIG �.;� GrG::7� Af-,,,G DESI6iV Gi�ITEl�ti,y �� Q t' i GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN AOW LOAD DE516N DE-516N UNDERLAYMENT HAZARDS FREEZIN6 ANNUAL (pgp) SPEED TOP06RAPHIC SPECIAL WIND-BORNE CATF-60RY WEATHERING FR05T LINE TERMITE TEMP (AF) REQUIREMENT INDEX TEMP. (m phJ EFFECTS WIND RE61ON DEBRI5 ZONE DEPTH 20 150 Nit) NO NO I MILE FROM B SEVERE BOF 5 MODERATE II YES NO 599 51"F FIRE AST ND FT BF6 TO HEAVY AN APPROVED 5ET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TI ES ' :.?.DEVON 15 IN ACCORDANCE WITH AMERICAN WOOD GOUINGIL (AWG) WFCM-2015 "WOOD FRAME GON5TRU IN " fM L I NO 5CHEDULE NFCM TAB E 5.I 1 A MANUAL FOR ONE AND TWO FAMILY DWELL 65 , 2015 EDITION. L / ., w .DESIGN LOAD CALCULATIONS: A5 PER SECTION R301.5 *THI5 SCHEDULE MEET5 THE CRITERIA FOR A z° M LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN SLEEPIN6 ROOMS) THREE SECOND WIND GUST 5PEED5 UP TO 140 M.P.H. 50 p.s.f. (5LEEPIN6 ROOMS ) cv o C-4 40 p.s.f. (EXTERIOR BALCONIE5 AND DECKS) ROOF FRAMING 10 p.s.f. (ATTIC5 WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED 5TORA6E) 40 P.5.F. (HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS) NUMBER OF DEAN LOAD (OTHER THAN ROOFS) = 10 .s.f. (ACTUAL WEIGHT OF MATERIALS) JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 DEAD LOAD FOR ROOFS: A5 PER TABLE R501.6 Rafter to Top Plato (Toe-N-.Iled) 5-5d Per Rafter 0 SNOYi, WIND d SEISMIC LOADING = REFER TO CHART ABOVE. Coiling Joist to Top Plato (Toa-Nailed) 5-6d For Joist (,j� toiling Joist to Parallel Raftw (Face-Nailod) 5 PITCH. I5-I6d Each Lap M , ,. „ Coilln Joist La s Over Partitions (Face-Nailed) 5 PITCH, I5-I6d Each La I « „ .,.P. T 4. Gelling Joist to Parallol Rafter (Face-Nailed) 10 PITCH, 5-I6d Each Lap 1 0 Golfing Joist Laps Over Partitions (Pace-Nailed) 10 PITCH, 5-I6d Each Lap z Collar 'no to Rafter (Toe-Nailed) 5 PITCH, 5-8;Id Per Tie !\I I Collar Tie to Rafter (Toe-Nailod) 10 PITCH, 2-5d For Tie C 1 I E 1 \ A L NOTES : R-imcBoard to Roof (End Nall(Toe-Nailed) 2-I6d Eaach, End End MALL FRAMING T17 PROFE55IONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE ` R.' r' :1NVBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, NUMBER OF Tt ,1QUES, SEQUENCES AND PRO6RAM5 FOR THE CONTRACTOR TO PERFORM HIS WORK. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 Top Plate to Top Plate (Face-Nailed) 2-I6d I Per Foot k, IATRAG TOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF Top Plates at Intersections (Face-Nalled) 4-I6d Joints -Each Side mS• NSTRUGTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, T i CONTRACTOR Stud to Stud (Face-Nailed) 2_16d 24' o.c. ',LL STOP WORK AND NOTIFY THE DEVON PROFE5510NAL. SHOULD THE CONTRACTOR Header to Header (Face-Nailed) I6d Ib" o.c. Along Edges q) .L TO F O�' LON TH15 PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL A55UME Top or Bottom Plato to Stud (End-Nailod) 2-I6d Per Stud Bottom Plate to Floor Joist,BandJoist, 2-I6d 12 Per Foot q) 81=GNVBILITY 4 LIABILITY ARI5IN6 THEREFROM. End otst or Blocking (Face-Nallod) c�i ~ 2. 316N F:ZOPE5510NAL 15 NOT ENGAGED FOR 5UFERVI510N IN ANY CAPACITY UNLESS � Q����� FLOOR FRAMING + 1^t :FO' _ rED oHEF MISE. N5 '052TAY10K At)�45?i"rY 5. �I'=OW1dER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIREIi ,,tijfyEGTIONS '* ` " 4 Kyi NUMBER OF (` Q� 1 ....; I M ' 1NING ,,IE GOUR5E OF CONSTRUCTION. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 � � ' �� - Z O 4. : CONC-,77JJ0TION 15 TO BE IN ACCORDANCE WITH THE INTERNATIONAL KJ�-SADENTIAL Joist to 5111 To Plato or Girder (Toe-Naliad) 4-5d For Joist n T"• E. BUI_.DlN6�5 AND STRUCTURES AND ALL PAR75 THEREOF, SHALL BE CONSTRUCTED Bridging to Joist (Toa-Nolled) 2-5d Each End 2-ad Each EndU AFFELY?O �1^41ND 8 EISMIOADSORT ALL LOADS, LUDIN6 DEAD PER GOD G�10 LOADS, LOADS, ROOF LOADS BlocBlocking to to 510ist1! or To Plata Toe-Nailod) 5-Ibd Each Block t r r� + ' Cl) ¢S' _ , ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED 8 INSURED LLi=GTRIGIAN. 93 ad to Beam(Paco-Nailod) 5-I6d Each Joist 1 �• rt r-r���-'` f' �` c JOlst on Ledger to Beam (Too-Nailed) 5-Bd Per Joist ' k... GTRIGIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITI? THE ELECTRICAL 9 Z o Ba, 5-I6d For Joist d Joist to Joist (End-Nailod) 77- f". E U1�iDL2WRITERS AND HAVE WORK NSPEGTED BY SAME. �t� ° 9 O o Q Dand Joist to 5111 or To Plato (Too-Nolled) 2-I6d I Per Foot t`� to E. PPI UMBIN6 WORK SHALL BE INSTALLED BY A LICENSED 4 INSURED PLWAOER. a ^c i ;" � ` IT ?LY Fire.)' PROOF GAULKIN6 AROUND ALL OPENIN65, , ' CRACKS AND HOLES WHERE ROOF 5HEATHINO M° --° "' z -^.e«a'"wY'*arr"Yrtr'�" .• . `.°` - .3'-k- .h�„' -��l-'� 2UItRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. NUMBER OF -- �tl '" .. £. DIMENVONIN6 FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 wopj c . � ow- 1rIOTlR C �.Lc DAWINGS. Structural Panels „ +, ,. a �� X11 �? O N Intortor Zone Location Sd b Edgo/12 Field , .�"� j - N 2N IC LUMP `R 4 PLYWOOD MUST BE 6RADE STAMPED. Perimeter Zone Location bd 6" Edge/6" Field II '" )OR, G'7ILIN6, ROOF JOISTS, HEADERS 4 WALL STUDS TO BE DOUG. FIR �2 WITH A MIN. 6abio Endwali Rake or Rake Truss w/ bd b" Edge/6" Field P ,°, ,' _.. " 0 QO up to I'overhang -. x1 " Z O 12 ,RE HEr',D>=RS ARE NOT 5PEGIFICALLY GALLED OUT ON PLANS PROVIL�� HEADERS Diagonal Board Sheathing r `. �R Lo ALL WINDOW, DOOR, ARCHWAY ETC. OPENIN65 A5 PER THE HEADER SCHEDULE f"xb"or 11'x8" 2-8d Per Support -, F j IS _ HEADERS 6' OR LAR6ER MUST HAVE DOUBLE SUPPORT STUDS. I x10 or Alder 5-bd Per 5u ort 1 "" ' 14 '- INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. GE I L'NG SHEATHING � �$ IG'. FLOOR OR GEILIN6 JOISTS WHICH ATTACH TO FLUSH HEADERS BEAMS OR OTHER m A :moi RS ARE TO BE INSTALLED WITH J015T HAN6ERS. NUMBER OF , " x. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 APROX,.15 x55 INTERIOR IC. :_ID BLOCKING 15 TO BE INSTALLED IN FLOOR 5Y5TEM5 BENEATH ALL g MODIFICATION EXI5TIN6 : CTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, sum Wallboard 5d Coolers T" Ed o/lo" Field ZTO REMAIN A'. \M-;,, C7 OTHER MEMBERS BELOW. WALL SHEATHING 4INATI~..) LUMBER TO BE TRU5 J015T MIGROLLAM LVL 1.9E SERIES (OR EOUAL). F p r NUMBER OF I �' cfiiti 09 �Q� QLp tv�JQ�S 02y MINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, E p QW F � a 7 5PLIGINO PERMITTED. LAMINATED LUMBER 15 NOT TO COME INTO CONTACT WITH JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 A w C?w� Q�,yj l 0 tJ L AGFRETE. INN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Structural Panels ` '` � - '�1O p AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED T06ETHER AS Interior Zone Location 95d b" Edge/12" Field Perimeter Zone Location 8d 6" Edge/12" Field 'Z MANUFACTURER5 SPECIFICATIONS. I Fiberboard Panels k 18. ,L 5KYL16HT OPENIN65 ARE TO BE DOUBLE FRAMED WITH JOIST HAN61=-r-�5. I/2" II ga.gale.roofing nail 5" Edge/e Field x �. ' Ys �¢O IcL L CONCRETE WORK SHALL CONFORM TO THE REQUIREMENT5 AND RECOMMENDATIONS 25x32" II ga.gale.roofing nail 5" Edge/6" Field O } ' AGI-84 SPEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDIN65 (F'C 5500). Gypsum Wallboard 5d Coolers T" Edge/10" Field ' +(�Q %c LICENSE :NFORCIN6 STEEL SHALL CONFORM TO A5TM A615 GRADE 60. Hardboard 8d b" Edge/12" Field x $° W 2 Particleboard Panels 8d (As For Manufacturer) P�NvE 5 20. L FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR 501E OF Diagonal Board Sheathing I 100 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, Kb"or I1'x6" g 2-8d For Support CL NTRACTOR 15 TO NOTIFY DE516N PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING I"x101' or Alder 5-ad I Per Support r H ANY MORE woRK. FLOOR SHEATHING 21. TALL HARDWIRED SMOKE DETECTOR5 IN ALL EBEDROOM5 4 ONE ON EAt;H FLOOR /EL INCLUDING BA5EMENT5 INTERCONNECTED THROUGHOUT BUILDIN6. 22. . 8 BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. JOINT DESCRIPTION COMMON NAILS NAIL 5PAGIN6 µ' 25. ME5TIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE t.~ Structural Panels JLATED• I" or Less 5d b" Edge/12" Field ! " t 24 :'1WRIOf� DOORS AND WINDOWS TO BE INSULATED 6LA55. ANY DOOR Oi WINDOW Greater than I" lod 6" Edge/12" Field 4 6LA55 LE55 THAN 15" ABOVE FLOOR, THE 6LA55 15 TO BE TEMPERED. Diaonal Board Sheathing gg 25. �NIN65 FOR EMER6ENGY USE SHALL INCLUDE DOORS OR OPERABLE Pr,:`:TS OF ("xb"or I"xb" 2-bd Per Support Z Q . :DONS LOCATED A5 TO PROVIDE UNOBSTRUCTED E6RE55 TO LEGAL OMEN SPACES. 1"x10"or Wider 5-bd I Per Support � Q OPE''IN6S SHALL NOT IMPEDE EORE55 IN AN EMERGENCY 4 SHALL HAVE A Nailing requirements aro based on wall sheathing nailed 6 Inches on-center at panel edge. a '.It�I M A7ZEA OF 5."1 5Q. FT. WITH A MINIMUM HE16HT OF 24" 4 A MINIMUM NIDTH OF 20" If wall sheathing is nailed 5" on-center at the panel edge to obtain higher shear capacities, �OT � � I ��O O \ A /O 14: „ nailing requirements for structural members shall be doubled,or alternate connectors,such I I v vV ~ J 1 H f30TTOM OF OPENINGS NO HIGHER THAN 44 ABOVE FINISHED FLOOR IN ALL as shear plates,shall be used to maintain the load path. 5GALE ; NT,5, O Q� DVI- 6".ADE STORIES. (FIRST FLOOR WINDOW OPENIN6 ONTO 6RADE COULD BE 5.0 J FT. G " NIN6) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. Alien wall sheathing Is continuous over connected members,the tabulated number of nails 1. MAINTAIN EXISTING 1=IN15I1ETD INTEI210I2 MOIDI>=IGATION �- 26, ONNE'R SHALL MAINTAIN EXI5TIN6 CELLAR OR BA5EMENT A5 PER INTERNATIONAL shall be permitted to be reduced t0 1-I6d nail per foot. 2-, MAINTAIN EXI5TIN6WALK IN PDX If!ffl6r_I2ATOI2 i j U U 3IIDENTI, ,L CODE AND PROVIDE REQUIRED E6RE55 BEFORE UTILIZING IT AS LIVING 2-1. . .._RIOR FIN15HE5 A5 PER OWNER/BUILDER AGREEMENT. 3. MAINTAIN EXI5TIN6 UTILITY GL05ET W W i- REFLECTIVE NHITE 4. MAINTAIN EXI5TIN6 KOOF OVE12 FOK01 5. MAINTAIN EXI5TIN6 IKI216ATION WATER FUMF W U t:6 AIBLE DEFLECTION OF HEADER SCHEDULE REFLECTI\/E PANTONE # 1& Q i O )1UCTt;r7aAL MEMBER5 ALL MATERIAL FOR WOOD FRAMING TO >- 06 TABLE "YI-01 I OF IRC) HAVE A MINIMUM fb OF b25 P.5.1. THE CONSTRUCTION TYPE ST7 .AL MEMBER D FWON OABNOMINAL LUMBER SIZE, SPANS+ GLASS I F I CATI ON OF THE 06 N `0 `O 5,HAV�'.:3 SLOPES 6REATER THAN L/I50 (2) 2X8 UP TO 4'-0" z W M LLo Qj ITCH WITH NO FINISHED CEILIN65 (2) 2X1O 4'-0"TO 6'-0" STRUCTURE UNDER 15 C Ow N N :HED TO RAFTERS (2)2X12 b'-0"TO b'-0" w M � E ;OR hSALLS i PARTITIONS H/150 (2) 1 5/4"XII 1/4" LVL 6'-0"TO 10'-0" SECTION 602 . U tio0o P05T5 SHALL BE 4X4 (NOMINAL) ^L_, NOTE, ALL 51ZE5 GALLED OUT ON ANY OF 4i W �1 - s L/36o 6" DIAMETE � (n W M � o :S5 WITH BRIITLE FINISHES L/560 .� � M V THE FOLLOWING PRAWIN65 WILL SUPEI;WE0E • ^.-A'HER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. C: Cr E w:;IOR WALLS, WITH PLASTER H/5600 2 O O CU C.:STUCCO FIN15H CC 07 !ER BRITTLE FINIEXTERIOR KALLS. SND OARS WITH H/240 HES p G Q C X 1: . N r9 co ' RIOR WALLS, WIND LOADS WITH V120 Uj � ~ L LL F'. :<IDLE FINISHES B- W 1 `RIOR WALLS, WIND LOADS WITH VI50 '0 CU I '''ISLE FINISHES,INTERIOR 6YPSLIM �f '•+ E,. ,Ro FIN15H L:^.': LS SUPPORTING MASONRY WALLS L/600 F'.EXISLE FINISHES 1,1:7 +L ■ SPAN LENGTH N H ■ SPAN HEIGHT W � � Z I` ¢ � N `!"')P PLATE SPL I GE REQUIREMENTS TABLE 5.2.1) m F '._DING MINIMUM SPLICE C%: 'EN51ON (FT)-. LENGTH (FT): J 1£ 5 1/2 Y 6 STROKE U Q 20 8 ■ ■ ■ U 24 10 ■ ■ o 21�1 11 co 32 13 zBUILDING 14 STANDARDS AND CODES W 2O DESIGNATION FOR STRUCTURAL MAINTAIN / LEGALIZATION NOTES � >- o M Cn 50 COMPONENTS THAT ARE OF I' ,(' � d " i THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE. IT IS FOR ILLUSTRATION OF O o u, � bo 24 THESE DRAt,III,�S ARE TO I„kIPIT�II'd / LEGALIZE EXISTING C�[tiD111(}ItPS AS PEST > k TRU55 TYPE CONSTRUCTION AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES c6 J 0 JO O �. .� "10 28 COULD BE DETERMINED BY A VISUAL AND 91011-INVASIVE WALL 111SPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: � w D W "F" FLOOR FRAMING, INCLUDING CU 80 32 L6 Z GIRDERS AND BEAMS = I. '+A5ULATED SPLICE LEN6TH5 TOP PLATE TO TOP MICHAEL L.McCORMICK Q) ~ g � � o PLATE CONNECTION SHALL NOT HAVE MORE THAN "R° ROOF FRAMING CONCEALED AREAS ARE ASSUMED TO BE CONSTRUCTED AS PER ACCEPTED STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 6 � W � O *v 2-I6d NAILS PER 6 INCHES "FR" FLOOR AND ROOF FRAMING O W :3 2. "�ABULATED SPLICE LENOTH5 ASSUME A BUILDING CC[ISTRU'CTION METHODS AND PRACTICES, ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. O w U = � C/) r LOCATED IN EXP05URE B OR G 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 O 5. -0P PLATES SHALL BR E A MINIMUM OF STUD GRADE SAMPLE TITLE I GI NYGRR PART 1265.4 PHONE 309-263-4105 Q MATERIAL Q U) O PLAGE ENO I VEERED HOOD PLACARD ON INFORMATION IS BASED ON PHYSICAL NON-INVASIVE VISIBLE EVIDENCE & CL z � � PLANS APPROVED DATED:JAN 21,2013 Z 2 OR ADJACENT TO ELECTRICAL METER BOX. INFORMATION OBTAINED FROM HOVEO�'�'I~IER OR CONTRACTOR. k W o o Q .i w P 1 ? CN Q I" 0 W O Z 90'-0" Q 15'-0" 21'-10" 53'-2" 6" Err - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m� 0 BARN DOOR q) ASIS ERG ORIGINAL APPROVED PLANSEX F- DATED 1-21-13 \111, EXISTING R-21 BATT INSULATION - EXISTING CEILIN13 MOUNTED ' - ' GAS HEATER BY "SPACE-RAY" EXISTING WALL CONSTRUCTION Z ' 2x6 STUD FRAMING WITH o INSTALLED PER MANUFACTURE SPEC 2x4 NAILERS ON EACH SIDE I a FLUROFLEX 1000 HI-RIB STEEL le ' AS PER REVISED PLANS DATED o U 0 1 , EXISTING CEILING MOUNTED EXISTING ROOF CONSTRUCTION ' I � � ' AS PER REVISED PLANS DATED 5-8-13 GAS HEATER BY "REZNOR" 'N p m 1 ; 5-8-13 INSTALLED PER MANUFACTURE SPEC 1 ; '' 3 o Q V , O D1 , 1 D O U) Z ' R-30 BATT INSULATION o o EX15TING 3 1 , � � N {� N o 3 I/A�N " EXISTING BARN DOOR ; O Z w ® EXISTING SLAB 6 P.C. ON 4 AS PER ORIGINAL APPROVED PLANS N D 1 COMPACTED BASE PER ORIGINAL DATED 1-21-13 O Cb ' APPROVED PLANS ' Z O DATED 1-21-13 ' ' o � 1 S.D. EXISTING R-21 BATT INSULATION S.D.D 1 EXISTING I ELECTRIC ACCESS SCUTTLE UTILITY PANEL 35'-4" ' �y0 SNI 71-9" 271-71' 24l—O" 1 w$ 2� 11 PLYWOOD ABOVE CEILING JOIST 1 _ M 1 I fi � `' �-lr r: T - Z e cO 57" CLEAR ATTIC STORAGE ABOVE ' ' co fi - 1 � I - EXISTING 1 1 w IRRIGATION WELL OFFICE FRAMING EXISTING WALL CONSTRUC ION 1 1 d 2x6 STUD FRAMING WITH R-30 BATT INSULATION I EXISTING SLIDING 1 1 l o �'X15T I I'V 6Q, WALK-IN DOOR EXISTING 14'0" CEILING HT. `S' Q� - - - , LICENS�O A.Ex C. 0O LI I L-I I d INSULATED DOOR 1 FAN 1 R-21 BATT INSULATION ACCESS SCUTTLE L - - - - - ' 1 1 7'---5" EXISTING INSULATED 5" WALL PANEL N XIST IN OF WALK-IN STYLE REFRIGERATOR o EXISTING EYE LASH ROOF OVER APROX. 24 x 17 X 12' HT. DOOR OPENING AS PER ORIGINAL ' 3 INSTALLED AS PER MANUFACTURE otD APPROVED PLANS ; 0 5TO�A6f � SPEC. o DATED 1-21-13 Z I �� EXISTING �X15TINC� 3 ' EXISTING DOOR F 36 HT COUNTER X15T I N W Z T01�AG r_ 0 1 -; ci 522 SQ. FT. \/�/ I I Z J L_O z EXISTING z 8'-2" CEILING HT. V �' AL-K IN N:; - O VINYL PLANK FLOORING , X SPLIT TYPE A.C. Ln I EE F M rT ATO ' 1 O V CN 220V/60 Hz J , x © m 18,000 BT � ooD 1 ' � w MODEL ASUI8RL z 1 0 �'F o o EXISTING N R ' , I LL BY FUJITS o �I DOOR 04 ¢ GYP BOARD CEILING ; � L EXISTING IN ERIOR WALL w ® 0° /EXISTING INSULATED , LU.., O CONSTRUCTION CEILING PANEL X15T NCS <( 2x4 STUD FRAMING WITH I� EXISTING 36x80 r_ ' 5T I I/U 1— J" GYP BOARD EACH SIDE r S.D. INSULATED I GLASS DOOR - - - - O C Lo 7 -5 27 -1 z W M � CV EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 EXISTING 66x62 .� Z ti a) cO C (n co +-r 1� EXISTING R-21 BATT INSULATION .� Co W co M / ` _ � CD EXISTING 36x80 0 X15TINC� EXISTING WALL CONSTRUCTION XIS -ING E � O � Z O � INSULATED GLASS DOOR o 2x6 STUD FRAMING WITH Q = O Z N 10Oty 2x4 NAILERS ON EACH SIDE K 0 1OKOI I Q c X o cd cu AS PERFLUROFLEX 1000 ORIGIINALHAPPROVEDEPLANS EXISTING TO REMAIN j a W ~ LL E DATED 1-21-13 AS PER REVISED PLANS DATED o W o 05-8-13 �} O 7r-: r n n O n n rr r J 3 -10 7'-11 3 13'-9" 39r-2 13r-9 7r-11 3 -10)o w °' 00 W E3 E3 ® _ EX (2) 2x6 HEADER _ _ �_EX (2) 2x6 HEADER �_ _ 0_ EX (2) 2x6 HEADER _ _ _ _ � _ EX 2) 2x6 HEADER _ Q V ¢Z O N 10'-0" 10'-0" 10'-0" VARRIES VARRIES VARRIES VARRIES VARRIES 10'-0" _0 J s 29'-11561-3s' " I W EXISTING BARN FOOTING PLAN AS PER ORIGINAL APPROVED PLANS Q <5 DATED 1 - 21 - 13 0 F'. W MAINTAIN / LEGALIZATION NOTES _j >- 0 ` ' ,NOTE: O Z4__ THESE DRAWItloGs ARE TO MAINTAIN / LEGALIZE EXISTI`'v CONDITIONS AS BEST THIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE. IT IS FOR ILLUSTRATION OF O J Z o -Y-' Z O �0 0 a I ��O O{� WOK� AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES 00 -� O J O 1� 1�2 j�I �I SG��� ; 1�4 I ,O r COULD DE GET IRMINE BY A MSUAL AND NON-INVASIVE WALL INSPECTION, WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: � Z a 0 � � N 1, MAINTAIN EXI5TIN6 fIN15HED INTEIzIOIz MODIfIOATION MICHAEL L.McCORMICK J 2, MAINTAIN EXISTING WALK IN PDX>zE>"i21GE12AT01z CCf'ICEA.LED AREAS ARE ASSUMED TO DE CONSTRUCTED AS PER ACCEPTED STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 } 0 O W (q = 3, MAINTAIN EXI5TING UTILITY GL05ET CONSTRUCTIOt'# 1JETHODS AND PRACTICES, ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. p Of Y = r- 4, MAINTAIN EXI5TING KOOF OVff FOI1 Otl ¢ r1, 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 O 1 �. MAINTAIN EXISTING IRRIGATION WATEIz pUMI' PHONE 309-263 4105 2 _ u- 2 Q INFORMATION IS BASED ON PHYSICAL NCP!—INVASIVE MSIDLE EVIDENCE & Q � � � Z z IlFGRIaIATIf�P! GFTAINE!? FRC}, HC!!EG�'+' PLANS APPROVED DATED:JAN 21,2013 a 0 f1ER OR CONTRACTOR.ACTOR. � � Q o 0 EXISTING COUPLA EXISTING CONTINOUS RIDGE VENT W 0 .f ' METAL ROOF EX WOOD TRUSS ® 7'-6" O.C. PER ORIGINAL APPROVED PLANS DATED 1-21-13 � M U � fV tV Exit INCA TSU'55 0 a. w • O z cn R-30 BATT INSULATION ° EXISTING WALL CONSTRUCTION " 0) X15TING Q 2x6 STUD FRAMING WITH EXISTING 14'0" CEILING HT. 2x4 NAILERS ON EACH SIDE ATT 10 FLUROFLEX 1000 HI-RIB STEEL " PLYWOOD AS PER ORIGINAL APPROVED PLANS EXISTING CEILING CONSTRUCTION a DATED 1-21-13 2x12 CEILING JOIST 0 126" O.C. WITH R-30 BATT INSULATION (§ cy ff X15T I N 6 GYP BOARD CEILING N "v R-21 BATT INSULATION & WALLS I'- U EXI NG EXI ING EXISTING SLAB 6" P.C. ON 4" X15TINC� COMPACTED BASE PER ORIGINAL00 O APPROVED PLANS DATED 1-21-13 5T I N C� N PER ORIGINAL APPROVED n~ EXISTING WALL CONSTRUCTION 5T 0A6 co PLANS DATED 1-21-13 2x6 STUD FRAMING WITH w mS' EX R-21 BATT INSULATION R-21 BATT INSULATION o 3 A.C. Z Q o FAN 6" SLAB Y RI G 0 � •.•,! •...•• 1. n. y.•. �•..•' ,'....{.,: ,.1 ;y •• .r•. • /•. : swt:: :.�� : "�P O •N,r. ,�.. . :" ..•�:.;..: :.Y• t. VINYL PLANK aa•. E :?NG GRADE EXISTING GRADE FLOORING � 1 1 1 I I 1 I EXISTING GRADE I I , I , I I , 1 , I , 1 , ... . .• •.••. - - •.... ..'! .p':t'1. ^rt•1•,<.I;r 1 W 1 ; 4" COMPACTED FILL 1 I 1 I I 1 1 ' ' ' ' ' ' O r r 1 , r 1 " , r r 1 " , r 1 " , r r 1 , TYPICAL EXISTING FOOTING ® EACH STRUCTURAL r L " " r L ' 1 1 1 ' l�_POST AS PER ORIGINAL APPROVED PLANS � O L L J L L J L L J L L .1 J L 1 J J L 1 .1 J L L1 J L L J DATED 1-21-13 L ! J JL ! J J Z O Q Lo N O I�T 1l 511D E E l-EV AT I O N SCALE:1/8'= 5 EOT I O N A-A SCALE:1/8'=1' DOSIING COUPLA DOSING COUR.A ENS71NG COUR,A ' w �� cit �• O i I y y yah : G� I r• 1 �i LICENSx\v/ \v/ ED a I 7 '11 11 S71N - V. N 1 1111 AS PEyA1\71 i 111R OftlGINAL APPROVED ff AS PER ORIGINAL APPROVED BANS A - \V/ \V/ \V/ \V/ D 1-5:1-1IF V UD0511N0 GRADE 111 11 11 Jill E705RN0 GRAD E70511N0 GRADE 1,1 v' I, II I1 '1 '1 '1 1' II I' 1' '1 '1 II 'I ❑ 1 1 Z 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' ' 1 1 ' 1 1 ' 1 1 I I y' 1 1 y' I I�'' 1 1 y' 'J L I 'L L' 11 L' L 1 1 I 1 I 1 1 1 1 1 1 1 1 I I }+ co 1 1 1 I I 1 I 1 1 I 1 1 1 1 1 11 11 IL IJ - li - IJ I1 - IJ I1 - "�] Iy - �' �' �' U) U E A5T 511D E E L-E/AT I O N SCALE:1/8"=1' 50 UT 11 511D E r-1-EV AT I O N SCALE:1/8"=1' o NO VISIBLE CHANGE IN THIS ELEVATION NO VISIBLE CHANGE IN THIS ELEVATION Q L EXISTING COUPLA EXISTING COUPLA W L w +. 06 Nw LoLc 1 1 z w M � 1 I I N C I 1 1 t I 1 •L w A� cr) r ' 00 O /�1 ) cr M \�� O W W LL I 1 I }I ❑ O ' O Z O cu I t C r (DZ = 1 I .c Lm co •co 1 , , ❑ I L w 1 I 1 I 1 1 „ � J 1 1 1 (D cn w U) (0 MAINTAIN LEGALIZATION MOTES Z � Z g r. THESE DRAVIINGS ARE TO MAINTAIN /LEGALIZE EXISTING CONDITION'S AS BEST <❑ 0 N mz O COULD BE DETERMINED BY A ZUAL AND NON-INVASIVE WALL INSPECTION. t a —� m} co CONCEALED AREAS ARE ASSUMED TO BE COI-ISTRUCTED AS PER ACCEPTED Q CONSTRUCTION METHODS AND PRACTICES. w w U Q 5' 6" INFORMATION IS BASED ON PHYSICAL NON-114VASIVE VISIBLE E%ENCE& 94 1CL INFORMATION OBTAINED FROV HOVE(I1614ER OR CONTRACTOR. I H H H HIL I 0 0 w EXISTING EXISTING XISTING EXISTING EXISTING EXISTINIG EXISTING EXISTIN EXISTING EXISTING Z } Cy) NOTE: co Z ILTHIS SET OF PLANS IS NOT INTENDED FOR ORIGINAL STRUCTURE.IT IS FOR ILLUSTRATION OF O .U_I Z ❑ 0 2 O EXISTING GRADE EXISTING GRADE AS BUILT,INTERIOR MODIFICATIONS ONLY. ALL EXTERIOR DIMENSIONS, AND STRUCTURES co 'J O I 1 I 1 1 I I I I 1 1 1 WERE TAKEN FROM THE APPROVED PLANS PREPARED BY: r, w 0- 0 LL_ W Co L6 z MICHAEL L.McCORMICK STATE OF NEW YORK LICENCED PROFESSIONAL ENGINEER#082836 > ' ' ' ' ' ' ' ' ' ' ' 1 ' ' 1 ' 1 ' 1 ' 1 r „ r 1 r , r 1 r , r r , r 1 t , r 1 t , r t , r t , r 1 r , r 1 r , r t , r l " , W w U) H I if I I If 1 I ' I I 1 ' 1 1 , ' I , , ' I I ALLIED DESIGN AND ARCHITECTRAL&ENGINEERING GROUP,P.C. p /y 1 1 I I I I I 1 1 1 I I T_ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 100 S.PERSHING P.O.BOX 110 MORTON IL 61550 �J LLJJ L I L J L L J L L J L L J Ll L J L 1 L J L L J L L J Ll L J L ! L J L. 1 -LJ •• PHONE 309-263-4105 O Lii � � � 2 = Q ti 2 Q W r-5T 511D E F-t-EV AT I O N SCALE-1/4"= PLANS APPROVED DATED:JAN 21,2013 z U Q 0 O EFrEDESIGN AND EXPLANATORY NOTES OGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS � BUILDING DESIGN CRITERIA � __ -1. ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER Uhlt-ESS 21464 -" BUILDING CODE 201Q NYBC ) LAMINATED COLUMNS -NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL_ LAMINATED 3 MEMBER S4S COLUMNS USE GROUP U INCORPORATED AS FART OF THESE DRAWINGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF '-CONSTRUCTION TYPE VB 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COi'PEf?ARSENATE TYPE!!i, OXIDE!!`d CONFORMANCE YO'!TH v - - - c �'� 2.) MORTON BUILDINGS GENT RAL SPECiPICATION'S APPLY UNLESS INDICATED FLOOR AREA 3780 SQ F T USEPA GUIDELINES AND AWPA STANDARD C2.8. THE TREATED PORTION OF THE COLUMN EMBEDDED IN �BUILDING CATEGORY i DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. � �j• Q GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. MINIMUM LIVE ROOF LOAD_ DEIGN SEE NOTE #33.) MINIMl.IM LIVEROOF LOAD D!<S'sGNS FOR CONSTRUCTION,, MAINTENANCE,, • ! ROOF SNOW LOAD* 1 1 PSF REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 �-- c� 0% FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8"BELOW GRADE I GROUND SNOW LOAD 20 PSF� a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 2.0 PSF (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PL ACED IN THE MAX DESIGN ELEVATION 1000 FT i b,) ,ROOF TRUSSES, HEADERS, COLUMNS AND O T 'NER PRIMARY w HOLE. CONCRETE (MINIMUMCOMPRESSIVE STRENGTH 2.500 PSI) IS POURED IN PLACE TO THE SPECIFIED WIND SPEED (Vss) � i 20 MPH STPUCTURAL Ao1EMBEI' = 16 PSF o4 THICKNESS (SEE PLANS FOR REQU{RED THICKNESS AlBOVE AND BELOW THE COLUMN).THE COLUMN IS THEN WIND IMPORTANCE FACTOR 0.77 � c.) FOOTINGS = 12 PSF (0ESiGNED FOR ROOF SNOW LOAD AND OTHER z lu BACKFILLED WITH SOIL AND CO"�1PACTED A'!c`�"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). EXPOSURE CATEGORY B NON TEMPORARY LOADS W/ APPROVAL_ FROM BUILDING OFFICIAL. �i INTERNAL PRESSURE COEFFICIENT ±0.18 C) 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS AC11NG TREATED LUMBER -PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 BUILDING DESIGN CONDITION ENCLOSED 4� �� } �- WIND LOAD DESIGN ASCE 7 METHOD 2 UNDER THE DIRECTION OF T .E LICENSED / REGISTERED ARCHITECT OR LICENSED / OR BETTER SOUTHERN YELLO'N PINE AND CENTER MATCHED OR NOTCHF_Q ZONE 1E 15.3 PSF AND GROOVED OR S4S. PRESSURE REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL..OR ENGINEERING ITEM. TREATMENT TO GROUND CONTACT RETENTION `A'iTH PRESERVATIVE TREATMENT COMPLYING WITH USE -""� ZONE 2E -6.3 PSF 5.) ®THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT APE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. ZONE 3E -12.9 PSFr NOT PROVIDED BY MORTON BUILDINGS,I�L,..IN...S, INC. OR MORTON BUILDINGS' ZONE 4E -12.1 PSF SUBCONTRACTORS AND ARE THE OWNS F ' Y FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36" 4'S R,.SPOIvSlB,LIT.. �� _ LONE 5E 13.4 PSF O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR MAIN WINDFORCE RESISTING SYSTEM ZONE 6E -10.3 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 12.3 PSF (MAXIMUM VALUE SHOWN) I .....r :. ZONE 2 -4.7 PSF{ ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ZONE 3 10.6 PSF f @Lu -r ., AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL-INSPECTION IS CONDUCTED UNDER THE ZONE 4 -9.6 PSF Z AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DEIGNED IN ACCORDANCE WITH CURRENT ZONE S 9.8 PSF `0 STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ZONE 6 -7.9 PSF p 5.;•.a..;YM ZONE 1 1 1.5, -18.3 PSF x ZONE 2 11.5. O -31.8 PSF �C 0 R, SIDING & ROOFING PANELS (FLUOROFLEX 1 COO T�-0.019"M!N., t,90 GALVANIZED OR AZ55 GALVALUME COMPONENT&CLADDING WIND LOADS '"� `N STEEL WITH AN ADDITIONAL BAKED-ON 70°; PVDF FINISH W'i T H A NOMINAL 1 MIL. PAINT THICKNESS ON (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 11.5, -47.6 PSF � � �\\,� < � (FOR ZONES SEE ELEVATIONS) � EXTERIOR. _ ZONE 4 19.9, -21.6 PSFT � -� ZONE 5 19.9, -26.7 PSF \; � &� I - ` ,` L Li E TRIM- DIE-FORMED TRIM OF 0,017" MIN., G90 GALVANIZED O R AZ55 GA,LVALUME STEEL ON GABL ES, RIDGES, � ~ F- O * ROOF SNOW LOAD CALCULATIONS O CORNERS, BASE WINDOWS, AND DOORS WITH 1 SAt�/iE FINISH AS ROOFING OR SIDING PANELS. ^ `�- �, � \� �1 4 p Ps = 0.7xCexIxp; ,Ax0xCs GUTT"'S-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GU TIER, 70% FVDF FINISH TO MATCH TRIM, ON BOTH SIDES Ce = SNOW EXPOSLIKE FACTOR = 1.0 "` ! = IMPORTANCE FACTOR=0.8 � OF THE BUILDING. Pg = GROUND S*,_- b' LOAD w 20 PSF x 2x4F1Fl 02/12 Ct = THERMAL FACTOR = 1,2 on O Cs = ROOF SLOP` F.,\ ;TOR = 0.79 Ps = 0.7x1.0xlusa2.0x1.2x0.79 = 10.62 PS; EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE J = A.CCELERATlON (Ss) 0.11608 cn I- �,� SPECTRAL ! ' e`� Q � i � CON'Pl.'1 WITH ALL CODES OF ae W 1.0 s�� RESPONSE ! 0.068 j �-� ACCELERATION (Si T 21 I B P /� ODES NEW YORK SDTAND CONDITIONS OF ( i DATE: __.- 1 l__.. c� 1 6 AS REQUIRE SEISMIC DESIGN CATEGORY ! E _ 15� BY: - �j FEE: N I SOUTHOLDTOWNZBA _ NOTIFY BUILD!NG ENT AT ---� BUILDING CATEGORY (TABLE 160 .5) � _ v I DEPARTPJI SITE CLASS _ D 765-1802 8 AM TO 4 PMI FOR THE J I S 1 I3 -SOUTHOLD TOVlN PLANNING BOARD j t"[323 LIGHT FRAMED WALLS FOLLOWING INSPECTIONS: �- SOUTHOLD TOWN TRUSTEES z BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL 1. FOUNDATION - TWO REQUIRED � �"'""' N.Y.S. SEISMIC-RESISTFOR POURED CONCRETE ING SYSTEM PANELS RATED FOR SHEAR ---- --_ DEC, - cQ-Mm �e� � _ RESISTANCE OR STEEL SHEETS 2. ROUGH - FRAMING & PLUMBING ,coo r• ���la-vim RESPONSE MODIFICATION FACTOR (R) 7 3. INSULATION r^ 4. FINAL - CONSTRUCTION MUST , F R, t DRAVIN BY. IDB ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PRO.,EDUR SEISMIC DESIGN BASE SHEAR 550 LBS I I BE COMPLETE FOR C.O. DATE' 8/16/2012 � _ _ SHEET INDEX ALL CONSTRUCTION SHALL MEET THE s :. SHEET# DESCRIPTION REQUIREMENTS OF THE CODES OF NEW CHECKED BY.' MURPHY YORK STATE. NOT RESPONSIBLE FOR DATE 08/27/12 G1 OF G1 SPECIFICATIONS &SHEET INDEX DESIGN OR CONSTRUCTION ERRORS. Si OFs14 COLUMN PLAN I RETAIN STORAX WATER RUNOFF R;=VfSEDD,aTE: ---- TYPICAL LUIv1BER SPECIFIGATlONS 2005 ND5 i S2 OF Si 4 TRUSS PLAN, END RAFTER CONNECTIONS &TRUSS TIE DETA!LS� PURSUANT TO CHAPTER 236 REW'SED DATE' --- SIZE DESCRIPTION BENDING VALUE FbS3 OF S14 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAILS OCCUPANCY OR OF THE TOWN CODE. REVISED DATE: ---- 2x4 NO.2 SPF 1313 PSI S4 OF S14 PORCH FRAMESREVISED DATE: SS OF S14 ELEVATIONS ---- 2x4 NO. 1 SYP 1850 PSI USE IS UNLAWFUL 2x4 I 2100f MSR SPF 2.100 PSI WALL SECTION A, STILT FOCT{NG DETAIL, COLUMN SPLICE t)`d;THOUT CERTIFICATE 2x6 NO.2 SPF �� 1138 PSI S6 OF S14 DETAIL &TRUSS SADDLE ISO OCCUPANCY 2x6 NO. 1 SYP 1650 PSI S7 OF S14 ENDWALL SECTION B & POPCH SECTION Cf 2x6 2100f tASR SPF 2100 PSI S8 OF S14 PORCH CONNECTION DETAILS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2X6 2400 MSR SYP I 2400 PSI ! S9 OF S14 SLIDING DOOR HEADER SECTION C, EYEBROW p0 NOT PROCEED WITH THIS BBUILDINGVJAS PREPARED s~Y '`1E OR UNDERMY '- ----� 2x8 NO. 1 SYP 1500 PSI OVER DOOF SECTION E FRAM IG UNTIL SURVEY DIRECT SUPERVISION AND THAT! AM A DI;LY 2x8 2400 tviSR SYP 2400 PSI S10 OF S14 EYEBROW CONNECTION DETAILS OF FDUNp 1T{ON LOCATION LIQ-,ENSED/REGIS7ERED PR OFESSIC,�.h;,Q,!FNGIiNEER. 2X10 NO. 1 SYP 1300 PSI r r• ° a S1 1 OF S14 7/16 OSB ROOF NAILING DETAIL HAS BLI-i APPROVED. O NE � 2x'l 0 2400 MSR SYP 2400 PSI S12 OF S14 CUPOLA FRAMING DETAIL &SHEAR1hALL DETAILS / t� •�'��"I '�cC+ 2x.12 NO, 1 SYP 1250 Psi S13 OF S14 WINDBOURNE DEBRIS PROTECTION DETAILS p� C '' ''` f' ` `�• 2x12 2250F MSR SYP 2250 FSI F , c F F _ - S14 OF S14 .ASTEN:NG SCHEDULE _ , M!C'H EL I_ A COR I _E. 1 1/2"x,6" LAMINATED VENEER LWABEP, 2800 PSI �_ ` DATE: RE #,,,G 3 112"x 15" GLU-LAM 1650 PSI 5 1/4"x16 1/2•' GLU-LAM I 2400 PS! 0683 SCALE:AS NOTED 5 1/4"x19 1/2" GLL'-LAM ! 2400 PSI PROFfisSl �t. SHEET NO. G 1 of G OFFICE: N ` ` (>1CUTCHOGUE, NY �? o o JOB NO. .1 _ ir, r, •� N o, t\ �t n 128-021464 0 7'-4 1/2" 7-8 1/4" 22'-1 I/2 7-8 1/4" 7'-6" LO 7-6" LO 7'-E" `O 7'-6" N 7'-6" 0 7'-4 1/2" �-- ]'-a?VENTED SIDEIIJALL OVERHANGS D A 2'-0"NON-VENTED END'J'lA.LL OVERHANGS I S9 I S6 I I I I I e o 16"R 16"R 24"R ® 24"R 16"R L 16"R 16"R 16"R 16"R 16"R 16"R `---- � ua N cG 34'-10 1/2" —16"R 16"R c °U -- 34'-10 1/2" :3N - z ui 4 I ` �, U 16"R -- - 29'-7 1/2" OL 27'-10 1/2" - —� �]16"R K S7 �; 9 Lu 20'-10 1/2" - -- —�� 16"R d 13'-10 1/2" -- 16"R �1 `. .,V, w � ir1 7- O .U 6'-10 1/2" - 16"R i 6'RH' - 6'-1 a 1/2" t C 1 Q �! 16"R 24"R I, 24"R 24";Z � 18"R 18"R 16"R 16"R 16"R 16"R 16"R 16"R r16"R. ,Q < �— IL—Y ;e 017 n oLu z ,�� 16"R 16"R 16"R 16"R sO cktf o bu + `a V-0"PORCH OVERHANG iv 3 O PORCH COLUMN 9'-11 1/2" 101-0" ( 9'-111 1/2" 57'-11" a Q LOCATION DIMENSIONS '' J O z N _ <'_ 1? 00 Lu o z� z O r Pte' lit COLUMN PLAN LEGEND � g Q - 3-2x6 LAMINATED COLUMN LOCATION II I I f I I I ( I R - 3-2x8 LAM!NATFD COLUMN LOCATION a I I f I I ! I I I I - HEA.DERED TRUSS LOCATION z - 3068 MB910 9-L.ITE GLASS WITH CROSSBUCK WALKDOOR(S), I7-61' ' ,,_ „ OUT SWING, LEFT HINGE WITH CLOSER, LEVER. LOCKSET BUILDING COLUMN 7-4 1/2" 7'-6" 6 7-6" T-6" T-6' 7_6 7 6' 7-6' 7-6' 7'-4 1/2" LOCATION DI"�1ENSIONS .I-- ,I---- f ,t �---- -�- -� - - 3068 MB9 i0 9-LITE GLASS WITH CROSSB!,'CK 1tiALKDOOP.(S): IN SWING, LEFT HINGE WITH CLOSER, LEVER LOCKSET b N cv cV iv �`' N iv iv iv 04 N Q - (2) 4429 HAYFIELD SLIDING WINDOW(S) w/15"x36"LOUVERED SHUTTERS DRAM✓N 8Y. DB 0 1 �� - 18-0x 12-0" " "DOUBLE SLIDING DIAMOND MEMD DOOR(S) : 8/16/2012 o v o v o v o � _ G ' " ' DATE ' WITH CisOSS6UCKS WITH CONVERT INSIDE OF DOOR PANEL.TO SMARTPANEL -« N n N so h CHECKED 8Y.* MURPHY civ `'D "� �O ^ 00 Q0 Q - 22'-6"x 14'-0"DOUBLE ALUMASTEEL SLIDING SIDE DOOR(Sc) WITH SELF-LATCHING WITH PROTECTIVE LINER DATE; 08/27/12 COLE f MN PLAN _ (2) 3' 6"X 3' 6"CUPOLA WITH "M"30"WEATHERVANE NON-FUNCTIONAL �J - ALL STEEL. FASTENED WITH STAINLESS STEEL SCREWS REVISED GATE. ---- V - (4) 7/16"OSB SHEARWALLS (SEE PAGE S12 OF S14 FOR DETAILS) REVISED DATE' ---- 16"R- 16" DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIX REVISED DATE.' -_-- CONCRETE BELOW B01-TOM OF LOUVER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"+). PLACE CONCRETE REVISED DATE' - BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 18"R- I8" DIAMETER FOOTING WITH 8"THICK MINIMUM READ:-NtIX CONCRETE BELOW,BOTTOM OF LOWER COLUMN WITH ADDITIONAL r,EADI-MIX TO TOP OF 2t8M STILT (9"+). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF r-- LOW�R`COL.UMN IN ONE. OPERATION. ,�s®�IV+ ROUGH OPENING SCHEDULE 24"R- 24'P!AMETER FOOTING WITH 10"THICK MINIMUM READ!-MIX CONCRETE BEI_b1V BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 1,4 ` 4 Gp 224t\A STILT (9!'+). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER UNIT SYMBOL WIDTH HEIGHT COLt,IIMN IN ONE OPERATION. FROM LEGEND 01 Q2 37 3/4" a 52 1/4" 33 5/8" �' pA,p��f3 2' 8' SCALE: " _ SCALE-.•AS NOTED 1' 4' 16' SHEET NO. SIOF81 OFFICE.- 04 N N cv CUTCHOGUE, NY O O O O O JOB NIO. oh� 04 6 �128-021464 7'-4 11/2" 7'-6" 7'-6' 7-6 7'-6" 7'-6" 7'-6" 7'-6" 7'-6' 7'-6" 7'-6 co 7'-4 1/2" 00 TRUSS LOCATION DIMENSIONS 42' -2x10 (NO.1 SYP) END RAFTER ASSEMBLY Q 04 o i . I • i tti ...—...-...—......_...... t ....... !............................�............................ O I Lu s O � .......... ............................ .....,. ............ ........................... .......................... ............................ ............................ ................ ` S2 If �I i07 C 8-20d R.S. NAILS z I PER CONNECTION ——— – ^ i 'i { _ _ _ — 2-2x6 END COLUP,�,N EXTENSION OR r 4/ It O O7 a" ................I. ........................... ............................!................ ........... ........................... ... Il............................ p � � UPRIGHT ASSEMBLY NAILEDTO END 1, !� kill RAFTER ASSEMBLY AS SHOWN AND TO <2> EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN ........................ : . ............................ ............................ ............................�.......... .. ....................... ...._..... ..._�I_.._._.._...... µ — — — -`(-. .., ! ,i - 0 EXTENSION MEMBER OR UPR;GHT. LLJ , a 0 DETAIL BI .. .. ........................ ......................... ........................... 11 E! C. O .......... ............................! ....................... ............................ ............................ ............................ ............................ ............................ ............................ ........................ ........................ 04 Lj 7 I A i� I O iv.uY..w'p;K O O 1! 0 O O O O 0 (� TRUSS/BRACING PLAIN LEGEND li \ p <> — 42407D5 S.C.TRUSSES @ 7-6O.C. 4EN / . � 0 Ll ' �- `• RAFTER ASSEMBLY s -2x4 TRUSS TIES @ 7-0"O.C. 4 -2x6 DIAGONAL END BRACES @ 7-0"O.C. s - 10' PORCH END FRAME 6 - 10' PORCH FRAME (2) 20d R.S. NAILS IN OVERHANG FRAME r -2' EYEBROW FRAME @ 2'-0"O.C. ez, } 9'-1 1 i/2" 9'-11 1/2" s -2' EYEBROW HIP FRAME 2x.4 BEV. PURLIN PORCH LOCATION DIMENSIONS I� 4 0-I� ` ! 0 Lu C1,; TOE NAIL OVERHANG RAFTER C? TO OVERHANG NAILER WITH —� w (1) 16d R.S. NAIL EACH SIDE c` C1,11 42'-2x10 (NO.1 SYP) UJ8 .�I END RAFTER ASSEMBLY tt � t 9 OVERHANG FRAME (7) 20d R.S. NAILS T ---- E RUSS/BRr'�-�CIN PLAN 2x6 OVERHANG NAILER � z .�.. 6RAW111 BY.' DB • i 3-2x6 CORNER COLUMN DA TF: 8/16/2012 CHECKED BY.' MURPHY I DA TF' 08/27/12 R �1 , I I REVISED DATE ---- �� I PEVISED,D,4,TE: -- u � 60d R.S. NAIL PE'✓lSED DA.TE: --- , 55 REV,,`SED DATE 20 GA, GALVANIZED DETAIL A GH ORO I ®. ` PURLIy CONNECTOP, _ SCALE: l l f2"d V-0" rONA (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. ct�j Q$2€ "� (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DcTAiL 2' 8' �..�. .. SCALE: SCALE.'AS NOTED 1, 4' 16' SHEET NO. S2GF S14 ' F E'UTCHOGUE, NY JOB NO. 128-021464 15x11 PL. CENTER 2.x4 (NO. i SYP) WEB nee oe STIFFENER ON TRUSS WEB F. TRUSS SPACING 7-6" O.C. » 8d 7'-3 3/16" NA!L W/3-1/2" HDG R.S. GUN �. a Lo LIVE LOAD 16 PSF ^^ ` NAILS OR l 6d R.S. NAILS WITHIN "ENDS & 6O.C.,STAGGERED DEAD LOAD A �__._PSF 4"OF� T�� a - - ' 01 �14-6 7/16"CEILING LOAD PSF SEC�. IO � A-A (9)TOTAL LOAD -_ 20 _PSF ! SCAL.E: 1 1/2"= 1'-0" cY e Q 11x13 ° ° o° ° �°e� ! to I PI. '°e C x i C- 11'-8 3/4" Web# 2 7 Web# 1 Web# 4 3x5 * 12 U-i Web# 3 PI. rC 6 o , { x ! 040- " s:Ag 20x9 PL. 18 GA. ":"i ! Web.# 5 � 16x8 PL. 18 GA. � � �+ ' ! 7x16 PI. 18 Li \ 3x5 9xl 1 Ga. Mitek °°'°' ° 6 [1 00040"�aLJ�s x7 -90°o�`T'.eooaeo! O PI. PI. MT8H °°° x ... o Q HB b�ooaeo°°aFo° oonloo ( I. �ooeaoe � 151/2" LC 1 OOe Otl �.p�ocolr f 00000'!r:.0 CLO eeee LC# osoonc(au000 I NI �{ . 1...771�� 00000!40M1P00 � CAMBER AT -----.— ---_. _ < CENT R 1 4" 6'-6„ w E LIN 1 ! z p lo O �! 20'-101/2" God R.S. NAIL �! U 42F .J.C. 4075 TRUSS 0 of T --r— 20 GA. GALVANIZED SCALE: 1/2" = V-0" O P PURLIP. CONNECTOR ro a • � �� r� LU 4.2'WIDE a� (ZONE 2 &3) Lu a (1) #9x1"TRU--GRIP SCREW ON PEAK SIDE AND ---- � (2) #9x.1"TRU-GRIP SCREWS ON FAVE:SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURER! DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL) I SCALE: 1 1/2"= V-0" 1>>, ° � TO 1 \ DRAWN BY.' DB 2x4 PURLIN ` > 1/2'' DA TE- 8/16/2012 !! \ CHECKED BY: MURPHY HEADLOK .19"x6.0"FLATHEAD LAG SCREW '! DATE. 03/27/12 2x4 PURLINS @ 24"O.C. (ICC-ES REPORT ESR-1078) REVISED DATE' ---- ��,C3 REVISED DATE' ---- �`� 20 GA. GALVANIZED — Nc �Q4©� e� \ REVISED DATE.' PURLIN CONNECTOR ---- TOFF --- t 4.2' WIDE '' • 0 (ZONE 2 8 3) � '� v r �� - iNQlCAT ar PURLINS TO BE FASTENED /��'` N It WIHEADLOK .19"x 6A"FLATHEAD LAG " �n {1) #9x.1 TRU-GR.. SCREW ON PEAK SIDE AND 4, SCREW, AL OTHER PURLINS TO BE {2) #9x1TRU-GRIP SCREWS ON EAVE S!DE OF FASTENEbi;/60d R.S. NAIL PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT �; BEFORE FASTENING CLIPS r r � " 2° WIDE BUILDING PURLIN LAYOUT / SCALE: 1/2":= i'-0" xBUTTED PURL �d TAILI (PURLIN CONNrTD WITH 6"HEADLOK FLATHEAD LAG SCREW) SCALE:1 1/2"= V-0" SCALE:AS NOTED SHEET NO. S3OFS14 OFFICE' CUTCHOGUE, NY JOB NO. 128-021464 0 A .� 16 a �r LU Z U.1 Z 4 a LIVE LOAD 20 PSF DEAD LOAD 6 PSF 1'-10 114" CEILING LOAD 2 PSF 3x7PL. --122-1/2 Lu 2'TOTAL LOAD 28 PSF 2x10x10' Lu3x-5 1116" I �--- 2x6xl2' ° °�4e° ° 6 1/21 225x10 PL. 10'-10 1/2" ry < L LUM3ER SPECIFICATION 2005 NDS for � � (' Wood Construction): � _ � p� �::�,. • �; a...0 Louver Chord -- No. 1 K.D. - 19 Southern Pine G Top Chord ---2400`-MSR 2.0E Southern Pine - :� K.D. CALE. 1/2" - Y-0" a •,`.; NJ.,b M�_mhe:., - tv... ? :.. .. - 19 Southern Pine o I » TRUSS PLATE SPECIFICATION (ICBG Evaivation report No. 3080): > � �� AST1%A A-653, Grade A 20 Ga. and 18 Ga.where noted, < 12 galvanized steel Morton truss plates identified by a � � hexcgon stamped every 1 1/4"along the center of the plate. �----- Q O �s TRUSS SPACING 10'-0" O.C. Eq 0 LIVE LOAD __ 20 -PSF q DEAD LOAD 6 PSI- n CEILING LOAD 2 PSF TOTAL LOAD 28 PSFLU .^,y 12 10 1/2"LUMBER SPECIFICATION (2005 NDS for Wood Construction): 3x5 PL. 12-1/2 _ _ Lower Chord-- No. 1 K.D.- 19 Southern Pine 2'-8 5/8" 2x12x12' Lu Top Chord ---2250f-MSR 1.9E Southern Pine 'Neb Members-- No. i K.D.- 19 Southern Pine 3x5 PL. '�- TRUSS PLATE SPECiFiCATION (ICEO Evaluation report No. 3080): � 2x6x12' 3-5x� 7 5/8" Z ASTM A-653, Grade A 20 Ga. and 18 Ga.Nrihere noted, -- - gal••,anized steel Morton truss plates identified by a hexagon stamped every 1 114"along the center of the plate. 10'-10 1/2" 1(. ��--•��pp A fDA AWN 8Y.' DB 1 ®' PL. OCH FRAME TE.• 8/16/2012 SCALE: 1/2"= 1'-0" ECKED 8Y. MURPHY DATE: 08/27/12 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE, ---- REVISED DATE• ---- �� () N �p �itAN f� a 08283 L-A�E*SAS NOTED EET NO. OFS14 OFFICE- - DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY -1 ;o 0 JOB NO. N 123-021464 0 22'-6" c� _ 45'-0" �0 22'-6" C� 1.) EXTERIOR. DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 4.2'WIDE4.2'WIDE OWNER. (ZONE 2&3) (ZONE 2) (ZONE 2&3)� 2.) 7/16"OSB REINFORCING UNDER ROOF STEEL. FOR 20 L.F. FROM EDGE OF END /, VENT-A-RIDGE +QQ � *- + � + o 0 20 L.F. (ZONE 1} * TF 8 R.S. D! * - �_� 20 L.F. OVERHANG. FASTEN W/..,d 0., 13"x 2 3/3"ICOIL l�IAi_S TO INTER,v,F�,ATE (ZONE 3) – ,,✓ / 77 / FRAMING � 12"O.C. &TO PERIMETER EDGEC ¢ 6"O.C. SEE SHEET S11 OF S14 FOR 10 10 (ZONE 2) —•�. � - clq� 1a% ui ca (ZONE 3) 5"O.G. GUTTERS `�-/ Z / Lz� t FN Z —F7 IN (L 12 I! I .... ....... ... ........ 3 :-6:. i i f 6E 10� :::. :' : + ( II I – H!-RIB STEEL SIDING ! 4E, 2 : : ' T#21 CORNER TRIM ::::: : : � T#167 TRANSITION TRIM H �� ::; :.: I-R!B STEEL WAINSCOT 5 1 ...:::::.: :. , - 1 i f _ i r +#t'167 BASE TRIM � (ZONES � V) 45 81.6 WIDE(ZONE 4) - Reference k ; 4.2'WIDE —� 4.2'WIDE Corner »" (ZONE 5) -- 63'-9" 26'-3" ZONE 5 ,:... 4.2'WIDEu 0 8{ (ZONES 2&3) �- NORTHEAST ELEVATION ;, 5"O.G. GUTTERS u, 4.2'WIDE 12 00 ( T#374 < F- -`_ (ZONE — { T#16 GABLE TRIM E (ZONE 2 &3) 6� I I } � _—L_ - - --_ - _ _ - __ ''•}..•.:..:':'.'I Rid r 2.5 :_;:;:.12 :..t....... s HI-RIB STEEL SIDING X .. T#21 CORNER TRIM . ( T#167 TRANSITION T R+ +/ a ' f .... .. I I I HI-RIB STEEL WAINSCOT LI r T#167 BASE TRIMCz I — - �_ _ e Lu 33.6'WIDE f a'• •'• • d !! ONE 4) ! 4.2'WIDE 4.2'WIDE 0 L-u(ZONE 5) 21 - 21 -0 (ZONE 5, b 4.2'WIDE 33.6'WIDE(ZONE 4) 4.2'WIDE . v >z ES ' ELEVATION1�ONE 5)(ZONC 5) V� " H OUTH EAST LE ATION - .�- 4,2'WIDE4.2'WIDE pomf 2& 3j - (ZONE 2) - - (ZCNE 2&3) 20 I (ZONE i) _ * s =—=I 20 L.F. L.F. * CRAWN BY. DB (ZONE 3) CHECKED 8Y: MURPHY (ZONE 2) -- / ' f I a/ �{ DATE: 08/27/12 REVISED DATE -- (ZONE 3) --•. / i �'` REVISED DATE,' ---- REVISED DATE, ---- T#6/T#167 ---� ! i , REVISED DA TE -- :. ::.�, i 5"O.G. GUTTERS •--�... �:.;: . � �.-��„ ' `�W`o"Q� � .. . .. y N Ro 81 N WID_(ZONE 4) ) �u� ����� 4.2'WIDE 4.2'WIDE _ r (ZONE 5) 4'-0" 8'-6" 15' 0" 58'-6" 4'-0".IY � (LONE 5) 2' 8' o N t\ SOUTHWEST ELEVATION 0 � SCALE: ��=pf�� � � SCALE-.AS NOTED N C 1' 4 16' SHEET NO. S35OF S14 OFFICE.- 1 DESI �, 4 AND EXP! AN F `e QRY NOTES CUTCHOGUE, NY Q FLUOROFLEX.T"' 1000 HI-RIB STEEL f� �! L �I� jo' �JO. 5 a 2X4 PURLINS Q 24"Q.C. 1 �c� c 7, 128-02?464 QQ Q .) FOOTINGS ARE DESIGNED FOR A 20'00 PSF SOIL BEARING ...APACI, (. LOCAL HEADLOK .?9"x 6.0"FLATHEAD (NO. 2 SPF) CONDITIONS MAY REQUIRE MODIRCAT!ONS. LAG SCREW � --`--"_`-.- Y. 1A 2x4 BEV. pURLIN 2. CONCRETE FLOOR NOTES: WIRE MESH --� •/!:' �':: ;::: c. 3500 PSI, 5 1/2 BAG MIX CON( TE FILLER STRIP , n a 1 --� / b. SLOPE GRADE AWAY FROM BUILDING @ , PER FOOT FOR A MINIMUM No 2x6 BEV. FASCIA � `I-Q � " DISTANCE OF 10' PLUS OVERHANG WIDTH OL-: , RS ,�� c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. 5"O.G. GUTTE T#144 146 FASCIA TRTRIM TRUSS IN COLUMN UNLESS THE FLOOR WILL. BE COVERED BY MOISTURE SENSITIVE FLOORING �— 8 42 4075 S.C.TRUSS Q Lu SMATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL � m lF)G SOFFIT � LAMINATED COLUMN BE IN CONTACT WITH ANY MO;STURE SENSITIVE EQUIPMENT OR PRODUCT Q Z HI-RIB/SOFFIT CAP ; � � � d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS / z 2x6 OVERHANG NAILER -- !! I O ( 2 ) 1/2"x5 1/2"M. DOLTS & ! o- ( 8 ) 20d R.S. NAILS LLJ I i Lu I Q FLUOROFLEXTM 1000 H!-RIB STEEL ----- i - 3-2x6 LAMINATED COLUMN ! � 1 1/4"xl 1/4'x1 r GA.SU �:�•- PPORT ANGLE � i FASTENED TO COLUMN AT EACH I CORNER WITH (4) .148"0 x.2" < � z .: `r STAINLESS NAILS. (16 TOTAL NAILS '" 14_p PER COLUMN) V)� ci z_,,Y;..•e� � GRADE TO HEEL 14 GA. CHANNEL WITH 1/4" PLATED O RIVET TO SUPPORT ANGLE i 5 ` I UNDISTURBED SOIL 0 3 ) ROWS 2x4 NAILERS (2100 MSR SPF)d 3-2x6 LAMINATED COLUMN STILT STSTI Q 2x2 VERTICAL BLOCKING ( I AT COLUMN LOCATION E, ; •,�( / 1. INSTALL PRESSURE TREATED [ E F z I I I T#167 TRANSITION TRIM ':'':';,' j { LOWER COLUMN WITH STILT IN THE Q 2x6 NOTCHED NAILER (2100 MSR SPF)Fii `';`':. I 'I' <•,' AUGERED HOLE. p FLUOROFLEX 1000 HI-R!B STEEL WAINSCOT 2. POUR READI-MIX CONCRETE INTO 7116"OSB PROTECTIVE LINERS THE HOLD AS SPECIFIED. � O I T#167 BASE TRIM .I, •�:' 4,r� " ROW 2x8 TREATED SPLASHBOARD + i•.•:. . � 3. BACKFILL AND COMPACT THE Q I. t ) . : ANNULAR SPACE AROUND THE 0 COLUMN TO GRADE WITH SOIL ---~--- C 6 I LT ISOMER SO A V t el ER 1C AUGURED FROM THE SITE. � 18"LOV• EST +� 6, CONCRETE FLOOR¢ •3 I �! i MEMBER CUT--OFFS` � z cn FINISH GRADE •>.;.: '< : : ; Yi ':• •*; CL 4"MINIMUM COMPACTED GRANULAR BASE� I 4'-0" I " y A. 218M (14 GA.) COLUMN STILT s, -2x6 LAMINATED' / DRAWN 8Y.• DB I. '.•'I i-- 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) s� COLUMN • r. • 6ELO'W BOTTOM OF LOWER COLUMN WITH • /' DA FE: 8/16/2012 ADDITIONAL CONCRETE TO TOP OF 218M STILT 9"± . s,? I 22 NAILS , • s 16" � t ) �� ;� 18 NAILS CHECKED BY.* MURPHY PLACE CONCRETE BELOW AND ABOVE BOTTOM OF s, �. NAILS T TAL LOWER COLUMN IN. ONE OPERATION. � i DA TE.' 08/27/12 �� • • + ' ' �` REVISED DA TE: ---- rl S I D E WALL SECT I O 3 V !tee � c �>SPS � REVISED DA TE.' -- - SCALE: 1/2"= REVISED DA TE. ---- en, REVISED DATE.' ---- INTERIORvu f rTm it EXTERIOR •�` �.,! SIE � � sy ® 0.148°'x 4" (20d) NAI LS NAIL KEY �IN Me A 0.131"x3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK. 1JAILS t�. t>/ `' FAST DETAIL 3-2x6 COLUMN .��Lf � � J SCALE: IL ZL- V-0" 0 SCALE.•AS NOTED SHEET NO. S6ofS14 OFFICE: CUTCHOGUE, NY JOB NO. 2x4 BLOCKS BETWEEN PURLINS FLUOROFLEXT"" 1000 Hi-RIB STEEL 128-021464 2x4 PURLINS Q 24"C.C. T#16 GABLE TRIM 7/16"CSB d (4) 0.135"x 2. 114" R.W. NAILS OR 16d R.S. NAILS .• 2x6 FASCIAS j� r T17t10 (1) 20d R.S. NAIL THROUGH STRAP T#194 TRIM rr & INTO BRACESOFFIT ;'� r r 2' END BRACE STRAP W/PRE-PUNCHED r'r �_.. 04 HI-RIB/SOFFIT CAP TRIM r HOLES (BEND TO FIT) FASTENED W/ M r r (3) 0.140 x 1 1/2"R.S. NAILS (942'-2x10 (NO.1 SYP) i��� r r r a � .� w ca END RAFTER ASSEMBLY ru' r r r 2x6 DIAGONAL BRACING FASTENED r jii!i r r r r TO COLUMN W/(4) 16d R.S.NAILS 42' 4075 S.C.TRUSS M 2-2.x6 E.C.E. r Z 42' 407 5 S.C.TRUSS > w FLUOROFLEXTm 1000 HI-RIB STEEL Z 2x10 NAILER FASTENED W,/(6) 20d R.S. NAILS q - -—— — — — _.._-- -- --__ — �- - - T�#6 &T#167 TRIMS — � a —, _ —__ _.- - ----_... - - - �- - - 2x6ADDlTlONA.LPURLIN 2�c4 TRUSS TIE I FLUOROFLEX 1000 HI-RIB STEEL 7/16 OSB SHEATHING & 15#ROOFING FELTc� 1 1/2"xI 7/16"x4 1/2" L j 1 @10' PORCH FRAME Q 10-0'O.C. FRAMING CLIPS Cq) 2x6 PURLINS W/CLIPS 23"O.C. (2100 MSR SPF) �,.� 7(16"OSB 1/2"x5 1/2"M. BOLT !a & (6) 20d R.S. NAILS 12a I I T#178 I 2x6 BEV. FASCIA 2 5 2'-7" �? T#144/146 TRIMS � ° . n:': e 5"O.G. GUTTER L —I ! -- �' 2x.6 BLOCK yxu r w,, Z ! SOFFIT 2x4 SOFFIT SUPPOR TS U i �3 � '•�:;-:"`�� (2) 2x6 HEADERS , �i ADJ. JOIST HANGER ` ,.,;. T#. 106— SOFFIT/HI-RIB CAP f (� 14'-0" ; U� ' I 2x12 (NO.1 SYP) HEADER FASTENED 1 I ` W/(10) 20d R.S. NAILS < �—•—a `vy T#39 COLUMN (2 ROWS OF 2x4 NAILERS - z - � _ � ) COVER (21 C0 MSP, SPF) ��LU Q I 8'-4" I I If 3-2x6 LAMINATED COLUMN i c 0 22" z CUT OFF -.--. -- E.....^_4 w CL 18" LOWEST MEMBER CUT-OFF.p, z 6" LONGER LOWER ?q; �,i''c d:i:�'^ .:4t•.. :v-.,�1.r'X'f'a..' _r;i 1 FINISH GRADE 1 1 e e 7:7 T� 1 DRAWNBY. DB 218M (14 GA.) COLUMN STILT f 224M (14 GA.) COLUMN STILT DATE. 8/16/2012 4'-0" 8"THICK MINIMUM READY-MIX CONCRETE !! 10"THICK 114111,1IM'UM. READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH :. i +' ' J BELOW BOTTOM OF LOWER COLUMN WITH CHECKED BY. MURPHY 15"O ADDITIONAL READY-MIX TO TOP OF 218M ADDITIONAL READY-MIX TO TOP OF 22411� STILT r` STILT (9"±). PLACE CONCRETE BELOW AND 24"O (9"±). PLACE CONCRETE BELOW AMID ABOVE DA TE., 08/27/12 ABOVE BOTTOM OF LOWER COLUMN IN BOTTOM OF LOWED; COLUMN IN ONE OPERATION. REVISED DATE.• ---- ONE OPERATION. 218'M (14 GA.) COLUMN STILT RFVISED DATE.' ---- :• 8"THICK MINIMUM READY-MIX CONCRETE (°`' REVISED DATE' ---- I'7 BELOW BOTTOM OF LOWER COLUMN WITH 1 ®r POR H SECTION C 1 16-0 ADDITIONAL REA,'DY-MIX TO TOP OF 218M STILT (9"fl. SCALE. 1/2"= 1'-_-0" REVISED DATE.' ---- PLACE COtJCRG iE BELOW AND ABOVE BOOF LOWER COLUNe1?N IN ONE OPEPATION. OF NEL, ENDWALL SFETIO BA s- SCALL. 1 = -0" 2 i' r Q�2B34' .r SCALE.'AS NOTED _7) SHEET NO. S 7 OF S 14 (OFFICE: CUTCHOGUE, NY JOIE NO. l E 128-021464 2x6 BLOCK. ATTACH TO COLUMN ' — 2x6 NOTCHED END OVERHANG PURLINS WITH (6) 20D R.S. NAILS, STAGGERED��`� FASTENED TO END FRAME WITH HEADLOK !q) .19"x 6.0" FLATHEAD LAG SCREW t , I q s 3x4 BLOCK.ATTACH TO 2,x6 BLOCK --�� ;�{ �^ _ N WITH (6) 60D R.S. NAILS. { of { ! { 2x6 BEVELED FASCIA 2" .. 8 i w C" ATTACH PORCH FRAME TO 3x4 I M BLOCK WITH (6) 20D R.S. NAILS 1 5/8" I � � STAGGERED I --i �• 4 p 2x6 END BAS' P U R LI N 2x6 BLOCK FROM BOTTOM OF ; i----------- FASTEN PORCH END -- -- 2x12 HEADER TO TOP OF FIRST � i I t i i FRAME TO COLUMN Wil'H NOTCH DETAIL NAILER ` (5) 20d R.S. NAILS { FASTEN BOX HEADER TO COLUMN WITH (2) / Up,i 20d R.S. NAILS {` U f i I I 2x6 END BAY OVERHANG PURLIN END VIEAl OF END POR,"-'H FRAME & 2X6 BOX HEADER (SHOWN WITH END OVERHANG) TOP F HEADLOK.19"x6.0" FLATHEAD LAG SCREW ---�'' i! �` TOP VIEW. O, END CORNER BAY THROUGH ?_xb BOX HEADER � � > I �...::,.. (ICC-ES REPORT ESR-1078) *NOTE: 2x6 BOX HEADER (SHOWN) FOR BOX FLASHING024 Wls 2x4 BACKER ATTACH TO 2x6 BLOCK WITH (6) 20D R.S. NAILS. Uh 7/16"OSB �I ID 2x4 BLOCK CUT TO FIT TIGHT BETWEEN NAILER g 'JA /{ ,1-' 1 ' AND HEADER TOE NAIL WITH 4) 16D R.S. O { � � < 2x6 FASCIA LL ! Z- Z 2x6 BLOCK CUT TO FIT TIGHT BETWEEN NAILER AND HEADER TOE � O T NATE: NAIL WITH ( 164 R.S. NAILS. FASTEN V-0"END OVERHANG SHOWN 2x6 BLOCK TO 2x4 BACKERV�;!TH (6) 20D R.S. NAILS,STAGGERED. o 3x4 BLOCK ATTACH TO 2x5 BLOCKx WITH, (6) bOd R.S. NAILS. 2x6 E i`i D OVERHANG DETAIL ATTACH PORCH FRAME TO 3x4 BLOCK (PJR �I I-, r � N GOtvNE��TED WITH 6" I-!EACaLOt: FLATHEAD LAG SCREW) WITH (G) 20C R.S, NAILSSCALE: 1 1/2"= V-0" PORCH FRAME HANGS 1/2"OVER EDGE � � CL T/- OF PORCH CORNER COLUMN vi u B (1) 0.135"x 1 1/2" R.S. NAIL IN EACH y` TOP TAB OF CLIPS IJSP MPA1 (4 1/2") FRAMING CLIP EACH SIDE WITH SLOT DOWN. ATTACH EACH TO PORCH FRAME WITH _ -- 7116 OSB SHIM 2x10 NAILER (6) #9 x 1 1/2"TRU-GRIP SCREWS AND TO 2x6 BLOCK DRAWN 8Y: DB &2x10 NAILER WITH (6) #9 x 1 1/2"TRU-GRIP SCREWS PORCH ENDS ALONG BUILDING o .�,,��''�� � DATE: MORPH 12 CHECKED BY.• MURPHY 2.x6 PURLIN o D.ATE.• 08/27/12 REVISED DATE.' ---- �� REWSED DATE-.' ---- PORCH TRUSS I REVISED DATE.' I- ---REVISED DA TE. ---- 2x6 BLOCK BETWEEN 2x1 O NAILER AND 2x12 HEADER. TOENAIL BLOCK WITH (4) 16D R.S. NAILS (1) 0.135"x 1 i!�' R.S. NAIL IN EACH a' SIDE TAB OF CLIPS �O IV USP JH20 JOIST HANGER. ATTACH TO PORCH � NN 0 FRAME WITH (6) l Od 2 7/8"x.148" DIA. ` GALVANIZED POLE NAILS AND TO 2x12 HEADER OSB WITH 1-3/4" R.S. COIL NAILS WITH 2 #9 x 1 1/2"TRU-GRIP SCREWS 12 12"O.C.TOP AND BOTTOM � ) ( ) ' ! �^~` t d OAILS.x 1 1/2"TC POSITIVE PLACEMENT GUN 2x6 P U R LI!` CLIP DETAIL L 2x12 HEADER . �.., PORCH FRAME ATTACHED BETWEEN COLUMNS SCALE:AS NOTED SiYEET NO. S 8 O/ [ 14 OFFICE.- CUTCHOGUE, NY JOB NO. 12 CUT TRUSS HEEL BACK BY WIDTH OF 128-021464 (2) 60d R.S. NAILS IN OVERHANG RAFTER --� 6 BEAM PLUS 114"FOR TRUSS HANGER 2x4 PUfiLIN CUT TO FIT BETWEEN �---FASTEN 34CL TRUSS HANGER TO ---- OVERHANG FRAMES BEAM WITH (10) 20D R.S. NAILS (PLACE NAILS IN ALL HOLES PROVIDED). 2x6 OVERHANG NAILER FASTENED -- --— 5 1/4"xl 6 1/2"GLU-LAM HEADER (2.400 fb) N W/(8) 20d R.S. NAILS, (4) INTO GLU-LAM & � e � � (4) INTO 3-2x8 LAMINATED COLUMN � �—��' � o � A� i HEADLOK .19"x 6.0" FLATHEAD " c m LAG SCREW ° \� :E Z J /-- 2x8 TRACK GIRT (NO. i SYP) Z : 42. 4075 S.C.TRUSSe r14., SOFFIT/HI-RIS CAP PLACED UPSIDE DOWN � f TRUSS \ � AND NOTCHED FOR OVERHANG RAFTER T#71 TRACK COVER 340L TRUSS HANGER W/(14) 1 1/2" R.S. NAILSr 51 M TRACT: ' it (1) 1/2"/2 1/2"M. BOLT I p k 3x4 TRACK BOARD 34CL TRUSS HANGER 1 F i 1 1/2"x2" BLOC'S y 5 1/4"x16 1/2"GLU-LAM HEADER (2400f b) GRADE TO BOTTOM 2x8 TRACK GIRT (NO. 1 SYP) — FASTEN 340E TRUSS HANGER TO TRUSS WITH OF TRACK GIRT T#74 TRACKBOAR.D TRIM (1) 1/2"x2 1/2"M. BOLT & (14) 1 1/2" R.S. NAILS T#25 JAMB TRIM --� (PLACE NAILS IN ALL HOLES PROVIDED). Efj i 3-2x8 LAMINATED JAMB COLUMN : �,�s.02 .,. � BEYOND�J/AN ADDITIONAL 2x8 �2x3 JAMB (BEYOND: BOTTOM 2'TREATED) TRUSS HANGER 1SME R1DEThIL ZTREATED LAMINATE FOR HEADER " 1 4xi 6 1/2"GLU-LAM HEADER WITH 340L TRUSS HANGER CIN ' SUPPORT (� / ) <fJ 0i urD SLIDING DOOR HEADER SECTION D _ � ( of SCALE: I "= lV-0" so TOP OF BEAM HANGER /' �a i pop V (2) 2X6 UPRIGHTS �-- p SITS DOWN ON SQUARE Q� FLUOROFLEX 1000 HI-RIB STEEL __„ NAIL BEAM HANGER TO COLUMN CUT COLUMN FROM OUTSIDE WITH (3) S.S. COLUMNi o ANCHOR NAILS HOLD T#167 3/4"ABOVE T#374 ' "I 7/16OSB SHEATHING NAILER o'—\ 2x6 5x5 NAIL PLATE --\ /— 2x8 HEADER X Q 2' EYEBROW FRAMES ,,t 2'-0"O.0 . 2x6 STIFFENER 0° �\ FASTER FRAME WITH (4) 1 1/2" R.S. -'S O NAILS PER 5x5 NAIL PLATE 12 HI-RIB STEEL (FLUOROFLEX 1000) z 10 I (1) LAYER 15# ROOFING FELT 7/16"OS3 DRAFT STOP I I SET BOTTOM OF HEADER a' T#528 — 8"BELOW TOP OF FRAME NAIL MANGER TO BEAM 2x6 BEV. PURLIN 5x5 PLATE ---- 2x10 HEADER I! @ E g w FROM INSIDE WITH (3) i I 5"O.G. GUTTER i__ 2x6 STIFFENER. � S.S. COLUMN ANCHOR NAILS GLU-LAM BEAM 3-2x8 LAMINATED COLUMN ADDITIONAL TREATED LAMINATE T#144 &T#146 SOFFIT F _ . - FASCIA TRIMS SOFFIT/HI-RIB CAP I � 3 2x6 LAMINATED COLUMNI INSIDE VIEW �!° I E�'�Y — BEAM HANG ER 14'-0" GRADE TO BOTTOM FLUOROFLEX 1000 H!-RIB STEEL -- 677 w BY: DB OF 2x6 BEV. FASCIA DATE: 8/16/2012 CHECKED BY: MURPHY 2x10 TRACK GIRT DA TE' 08/27!12 \�\ REVISED DATE. ---- ° T#71 TRACK COVER REVISED DATE.' --_- NAIL 2x8 GIRT TO BEAM a4 51 M TRACK I 7 2'-0" REVISED DATE' ---- C 3x4 TRACK BLOCK WITH 20d GUN NAILS �i�aQa I TO GRADE REVISED DATE. ---- 4"O.C.STAGGERED o i 1/2"x2" BLOCK &T,117A 4" I T#23 JAMB TRIM -- `�" (3) 1/2"X 12"LAGS 4' (3) 2x6 JAMB COLUMN (BEYOND) 2x.3 JAMB (BEYOND: U ` r �'�"' ��; � �f• � (9) 20d R,S. NAILS BOTTOM 2'TREATED) 293 JAMB P� 2'-0" EYEBROW OVERHANG/SLI DING DOOR SECTION E �- . �� :_....� crLai SCALE: 1"= V-0" (3g F 213;` , 4� OUTSIDE VIEW �' F *NOTE: VIEWS ARE SHOWN WITH V-0"OVERHANGS 5 114" GLU—LAM JAMB DETAILS SCALE.*AS NOTED SHEET NO. S9OFS14 OFFICE: CUTCHOGUE, NY JOB NO. 128-021464 �... 04 cv e ..- gy -� W en 2x6 NAILER ( g ./ Z o Z 0. 2x8 BLOCK WITH 2x6 BACKER (SEE DETAIL BELOW) LU 2x6 STIFFENER - �.j o � 2x8 HEADER 2x6 NAILER C 2Y8 NAILER (LAP FRAME APPROX. 1 1/2") / 2x8 HEADER 4{=" < z G. l � af i OF EYEBROYV HIP of a _ r Ol — W`N.-K-b.. Rt - .. n I 1 STIFFENER y ,D /j 2x6 STIFFENER STANDARD EYEBROW FRAME WITH 3 1/21' Q ---� TRIMMED OFF FASTENED TO HEADERS ( r i WITH 10d R.S. GUN NAILS 4"O.C. LJ_J Z 2x10 HEADER - � /�---5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) � � Cie BEND OUT 40 & NAIL EACH WITH (,4)1 1/2" 0 R.S. NAILS AS SF+OWN EYEBROW OVERHANG FRAME { \ x _ 4. 4 0 EYEBROW HIP FRAME �'` �' m BEVEL CUT EDGE OF HIP FRAME I — STIFFENER Q 1 - 2x10 HEADER (a EYEBROW FRAME WIDTH -3 1/2" 3 1/2" Lu Z CENTERLINE OF EYEBROW HIP r2l col ui 2x8 BLOCK WITH 2x6 BACKED EYEBROW ATTACHMENT DETAIL y SCALE: V'= V-0" �^�_j n a. I Z 2x.6 BEV. FASCIA / 7 -�•�• � L__ NAIL TRIMMED HIP FRAME TO BLOCKING 10RAWN BY.•_ DB WITH (5) 20d R.S. NAILS. NAIL 2'STRAP DATE: 3/16/2412. (THIS SIDE ONLY) TO HIP FRAME WITH — (4) 1 1/2"R.S. NAILS AND TO HEADER CHECKED BY. MURPHY WITH (3) )Ed R.S. NAILS DA TE: 08/27/12 EYEBROW iP .ATTACHi ENT DETAILS REV EDDT ---- SCALE: I"= 1'-0" REEVOSISED DAATE.E' --- REVISED DA TE: --- RE'✓ISL ��. A ,_•.til o . SCALE'AS NOTED SHEET NO. S10OF S14 OFFICE: CUTCHOGUE, NY JOB NO. 128-021464 __j Lo FII-R13 STEEL (FLUOROFLEX 1000) to 2x4 PURLINS @ 24"O.C. (NO.2 SPF) FASTEN 7/16"O.S.B.WITH 0.113"x2 3/8" (8d) GUN NAILS @ 6"O.C. ALONG PERIMETER FRAMING @ PURLIN T#16 GABLE TRIM \ LOCATIONS & 12"C.C.ALONG PERIMETER FRAMING ui an 2x6 BEV. FASCIA. i M Z Lu 2x4 BLOCKS BETWEEN PURLINS Z O BUILDING END RAFTER ASSEMBLYa' BUILDING TRUSS f FIN cl� . 7/ 16" O.S.B. ROOF SECTION LlLj_ SCALE: 3/4"= 1'-0" Cly FASTEN 7116"O.S.B. WITH 0.113'x2 3/8" (8d) 'M GUN NAILS @ 6"O.C.ALONG FASCIA AND Q BLOCKING ABOVE END RAFTER ASSEMBLY / cn, yrir f V� r o F— • s s • • • • • • • �- 0 O O 2x4 PURLINS ,,-c-,, 24"O.C. FNa- (NO. 2 SPF) e � E Z w g Z BUILDING TRUSS D7AW1V BY.• DB DATE-.• 8/16/2012 CHECKED BY. MURPHY • DATE: 08/27/12 REVISED DA TE., ---- 1 REV,'SED DATE' ---- REVISED DATE. ---- / 2x4 BEV. PURLIN REVISED DAiE' ---- ..o FASTEN 7/16"O.S.B. WITH 0.113"x2 3/$" (8d) GUN 3 �- 2x6 BEV. FASCIA F Al NAILS @ 12"O.C.ALONG INTERMEDIATE FRAMING FASTEN 7/16"O.S.B. WITH 0.113"x2../8" (8d) rU� GUN NAILS @ 6"O.C. ALONG PERIMETER FRAMING@ PURLIN LOCATIONS Co 7/16" OSB ROOF NAILING DETAIL � �%�� Fop Gas8�� SCALE:3/4"= V-0" SCALE.*AS NOTED SHEET NO. (A� S1 lotc S14 +ra•r...rxaars�nae•srar+asmw� �wr..wvm+ . OFFICE.' CUTCHOGUE, NY JOB IVO. 2x5 BLOCK BETWEEN NAILERS 128-021464 NAILED TO COLUMt 3 W/20d UPOLA CAP GUN NAILS. NAILED 3"O.C. \\ � UPOLA ROOT'} \� No N LAMINATED COLUMN w cQ ui 0, 4x4 NAILERS ........ . ..... ................. .... ..... . . 7/16"OSB LAMINATED COLUMN ... ...... . ...... .. ....... .. .... .. . .. OSB SHEA RWALL DFAIL � UPOLA SIDE @ 4 FRAME -- — 1LLJ ........................................................................................................ J UPOLA BASE FRAME SCALE: 1/2"= V-0.. .......................................................................................................... T#167 i/ 3/4"OSB CUPOLA SUPPORT@ TOP CHORD OF . ............,...........,............................,.,................................................. 2X4 BEVELED BASE _ BLOCK@ END F.AFTER ASSEMBLY ,. .........................................................................................................� 2x4 CUPOLA BLOCKS 390 FRAMING CLIP@ CUPOLA BASE TRIM FLUOROFLEX 1000 .j' ! (•„� �� 1'Hk4RJ STN ,' f 0! LOWER I LOWER CHORD OF > �w . !- ._ __ s. END RAFTER ASSEMBLY .,_,_ 7/16"OSB —� - - - --- -- - -- .-- - - -- " O - - - - - - - -- -' - -,. ! _ - x 2x.4 NAILERS -I—_ —-- --—-' — - --— — - — — ( 2x6 VEP,TIC.AL BLOCKS @ cn !� CENTERLINE OF CUPOLA :� I I COLUMN BETWEEN NAILERS 1- - - -- - -- - -- --- - ----- I EE FIRST ROW ` f 'I ,— . —,— . _,— _ —'— . —• ,ERIMETEP, OF OSB SHEETS w 2x4 PURLINS —I. NAILED Wr 1 3,4 RING SHANK CL :! ( COIL GUN NAILS SPACED 3"O.C. "; !— �,..__. - _ _..- --- - __ ._-- -- - - - ..-. �. ._ i — - - EXTRA NAILERS ADDED BETWEEN STD. NAILERS t (MAX. SPACE TO BE 24"j �— _ — — — — - — — —_— — — _ — — -- OSB NAILED TO INTERMEDIATE f SUPPORTS W/1-3/4" RING SHANK - - -- - -- - - ---- - - - - - COIL GUN NAILS SPACED 6"O.C. PEAK PURLIN I. _ _ _ _ _ _ _ _ _ _ _ _ _ _ s�. D.RAW'�BY.' DB ! I — �_ - - _ - - - - --_ —_. __- �-- ---- i t DATE: 8/16/2012 LAMINATED GOLU10N CHECKED BY: MURPHY TRUSS —�: -�— —— — — -- — —— - DATE: 08/27/12 REVISED DATE ---- REVISED DATE: ---- _'— REVISED DATE.' ---- 5/4x6 NAILER ,IF PROTECTIVE LINER IS INCLUD4Dj REVISED DATE.' ---- - - - -- -- - - - ---- - - -!'L @2x4CUPOLABLOCKS t _ _ _ _ _-_- - --.......- -_. —.-.-- / II 2x8 TREATED BASEBOARD� tv - - - - - - - - --- I- - ,,� - 45N m X� 390 FRAMING CLIP \ � Y 2x4 CUPOLA BLOCKS � 390 FRAM11•A'G CLII'@ /V SCALE: 1"= V-0" /7/16" OSB S t gR � �:� ELEVATION SCALE: 1/2"= V-0" —__ SCALF.'AS NOTED SHEET NO. S120F S14 OFFICE_.• DESIGN AND EXPLANATORY NOTES _ cuTchioGUE. NY _ WHEN REMOVING DEBRIS , ROTECTION F ILL HOLES WITH COLOR COATED RUBBER WASHER SCREWS. JOB PIO �. 1.) DOOR PANEL AND WINDOW Ff;OTEGTION DETAILS ARE FOR INSTALLATION _128-021464 1 1/2"WOOD SCREWS @ 10"O.C. ,ROUND PRIMETER OF WINDOW INSTRUCTIONS ONLY,AND ARE NOT PROVIDED OR INSTALLED BY MORTON __j KEEP SCREWS A MIN. OF 4'AWAY FROM THE GLASS TO PREVENT �.� . THE GLASS FROM CRACKING. BUILDiNGS' INC. OR MORTON BUILDINGS'SUBCONTRACTORS AND ARE THE 5' 8. OWNERS RESPONSIBILITY. (2) 5'-8"x2'-9"SHEETS OF O.S.S.SHEATHING --- -- '' 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B. SPLICE. (FASTEN W/ 1 1/2"SCREVIS 10"O.C. EACH SIDE OF SPLICE) 10R co AA Lu Z 5-6" � '', .' %//�s!!•" i/ h! it ii/J /. i aa1' 0— I i i; U-i / t ! Z Npv V) o Rho >4 Oso < WINDBOURNE DEBRIS PROTECTION DIAMOND "M" DOOR 0 � o o #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2"X4" ROUGH FRAMING. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NO1 REQUIRED IN THE HEAD OR THE SILL. p O.S•B• SHEATHING IS 1"WIDER,THAN THE WIDTH OF THE WINDOW _ U FROM OUTSIDE_OF TRIM TO OUTSIDE OF TRIM. � O.S.B.SHEATHING IS 'I"TALLER THAN THE HEIGHTOF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. C- Z -" #8x3 1/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS Lu { HEAD FLASHING INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO OSB PANEL ----` ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. � 7/16 OSB HEIGHT OF WINDOW r-- HEAD FLASHING — _ �; FINNED WINDOW z _"`�"• I SILL FLASHING ..-�--- HEAD FLASHING 7116"OSS PANEL --- DOOR SLAB OF WIT ,D O,'V I RA KIN 8Y.• DB +1 I DATE•• 8/16/2012 CHECKED 8Y: MURPHY WALK DOOR SECTION -- DATE: 08/27/12 FIN WINDOW SECTION REVISED DATE' ---- #8 x 3 1/2"WOOD SCREWS SPACED REVISED DATE-. ---- AS SHOWN ABOVE TO AVOID DOOR / REVISED DATE: ---- �` INSTALLATION SCREWS -- FIN 7116"OSB PANEL REVISED DATE. - WINDBOURNE DEBRIS PROTECTION - t'�N TY PE WINDOW _ NE14 7/16" SB PANEL -- `aN 1101 / 'o — �� �� � , tip — #8 x 3 1/2"Vi'GOD SCR�t�'S 10"O.C. OSS PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR \�__2"x4" DOOR JA,,�'B FINNED VdiIvDOVV � FROM OUTSIDE OF TRllvt TQ OUTSIDE OF TR.P�1 ROUGH FRAMINGCC ^�' �' ,,�<.,•::;c;,I � :, `M Lw WALK DOOR AMB DETAIL s 092 WINDOW JAMB FLASHING - y , 2"x4" ROUGH FRAMING - WINDBOURNE DEBRIS RROTE.`*�TION - WALK DOOR FIN WINDOW JAMB DETAIL SCALE•As NOTED D SHEET NO. 8130FS � � OFFICE.• CUTGHOGUE, NY JOB NO. 128-021464 ww so P. ROOF STRUCTURE FASTENING SCHEDULE � � Lu 1 �VENT-A-RIDGE TO BASE TRIM � #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. _— � Z w 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) I ice, Z O 3 7/16"OSB TO 2x4 PURLINS 0.113"X2 3/8" (8d) R.S. COIL. NAILS TO INTERtAEDIATE FRAMING @ 12"O.C.,TO PERIMETER FRAMING @ 6"O.C. _ w °- 4 , HI-RIB STEEL TO 2X4 PURLINS --'�#9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCR=WS AT EVERY Hi-RIB (1'-0"o.c.) �`►-�� 5 20 go. GALVANIZED PURLIN CONNECTORS 4*9 x V TRU-GRIP SCREWS _ 6 2x4 PURLINS TO TRUSS (li ITERIOR ZOI+ES) 0.200"X 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE � - 7� 2x4 PURLINS 10 TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE -_ LjLj Uu 8 42'S T RAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 11/2"M.BOLTS 8. (8) 0.177"x 4" (24d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE - 9 COLUMN STILT (14 GA.) TO COLUMN (16) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS x x SHANK f N I u AILS�'AT 4_0�. � 10 2x8 SPLASHBOARD TO COLUMN ' ' NNEr, rTION " Z m' 1 1 2x6 NOTCHED NAILER TO COLUMN (4) 0.148!'x 3-1/2" (16d) RINK SHANK NAILS @ ALL LOCATIONS � C31 N Oe 12 7/16"OSB TO SPLASHBOARD 8, NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS "' : t;U 13 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ ALL LOCATIONS -~ D 0END =;ti 14 PYTE f A - c< < (8) 0.177"x 4" (20d) RING SHANK NAILS > ' 15 2.x4 PURLIN TO END RAFTER ASSEMBLY(INTERIOR ZONE) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE - 16 2x4 PURLIN TO END RAFTER ASSEMBLY (EXTERIOR ZONE) HEADLOK .i 9"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE LJ_J J 17 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER. PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'--0"o.c.) O 18 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP -- 0 19 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE — (SCREWED ROOF STEEL CUPOLA FASTENING) _ -� j 20 CUPOLA CAP TO CUPOLA ROOF _ (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS 0 21 CUPOLA ROOF TO CUPOLA SIDES PRE—FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x V STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS Q- 22 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x V STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL _-t 23 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS @ 6"O.C. cy 24 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"-x 3-1/2" (16d) RING SHANK NAILS @ 8"o.c. �^ a vi 25 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 114'x 4-1/2" LAG SCREW W/ 114"FLAT WASHER AT EVERY Hl-RIB (1'-0"o.c.) 26 2x4 CUPOLA BLOCKS TO FLAMING CLIPS (2) 0.13.5"x 1-1/2" RING SHANK NAILS t E 27 FRAMING CLIPS TO PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135"x 1-1/2" RING SHANK NAILS IN TOP OF PURLIN PORCH FASTENING SCHEDULE 28 10' PORCH FRAME TO PORCH COLUMN (1) 1/2"X5 1/2"MACHINE BOLT& (6) 0.177"x 4" (20d) PING SHANK NAILS 29 2x6 PURLIN CLIPS TO PORCH FRAME (1) 0.135"x l 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS DRAWNBY: DB 30 2.x6 PURLIN TO END POPCH FRAME HEADLOK .19"x6.O"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE - DATE' 8/16/2012 31 USP JI-12-0 ADJUSTABLE JOIST HANGER TO HEADER (2) #9xl 1/2"TRU-GRIPS SCREWS & (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS CHECKED BY.- MURPHY 32 USP JH20 ADJUSTABLE JOIST HANGER TO PORCH FRAME (6) 0.148"x 2-7/8" (10d) GALVANIZED POLE NAIL .. DATE• 08/27/12 33 USP MPA 1 FRAtANG CLIP TO 2x4 NAILER (6) #9 x 1 1/2"TRU-GRIP SCREWSREVI -}-- - - ---- SED DATE.• i---- 34 USI' MPA i FRAMING CLIP TO PORCH FRA(AE i (6) #9 x 1 1/2"TRU-GRIP SCREWS REVISED DATE. ---- SHEARWALL FASTENING SCHEDULE REVISED DATE., ---- RLSED DATE: ---- 0 7/16"OSB SHEARWALL - 35 OSB 10 PERIMETER BLOCKS/ FRAMING 10.113"xl-3/4"RING SHANK COIL NAILS @ 3"o.c. 36 OSB TO LNTERMED;ATE FRAMING 0.1 13"xl-3/4"RING SHANK COIL NAILS @ 6"o.c. �01 NE 01 j. 37 BLOCKS TO COLUMNS 0.131"x 3 1/2"HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @) 3"o.c. e A N me co j . ��a y r SCALE.•AS NOTED SHEET NO. 514O,= S14