Loading...
HomeMy WebLinkAbout38365-Z xr�{ M Town of Southold Annex 8/6/2014 P.O.Box 1179 ;e 54375 Main Road "tv W� Southold,New York 11971 "�7":I7Y/XtfiL CERTIFICATE OF OCCUPANCY No: 37069 Date: 8/6/2014 THIS CERTIFIES that the building FARM BUILDING Location of Property: 12500 CR 48 MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 108.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/25/2010 pursuant to which Building Permit No. 38365 dated 9/30/2013 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: AGRICULTURE BUILDNG AS APPLIED FOR The certificate is issued to DAVID L&SHERRY STEELE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth z Si ture TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 38365 Date: 9/30/2013 Permission is hereby granted to: DAVID L & SHERRY STEELE 107 ELIJAH'S LANE MATTITUCK, NY 11952 To: CONSTRUCTION OF AGRICULTURAL STORAGE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL.RE LACES EXPIRED B.P. # 35420 At premises located at: 12500 CR 48 MATTITUCK SCTM # 473889 Sec/Block/Lot# 108.-2-7.1 Pursuant to application dated 3/25/2010 and approved by the Building Inspector. To expire on 3/30/2015. Fees: PERMIT RENEWAL $75.00 CO -NEW DWELLING $50.00 Total: $125.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35420 Z Date MARCH 30, 2010 Permission is hereby granted to: D & S STEELE 107 ELIJAHS LANE MATTITUCK,NY 11952 for CONSTRUCTION OF AGRICULTURAL STORAGE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL at premises located at 12500 CR 48 MATTITUCK County Tax Map No. 473889 Section 108 Block 0002 Lot No. 007 . 001 pursuant to application dated MARCH 25, 2010 and approved by the Building Inspector to expire on SEPTEMBER 30, 2011 _ Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 L.Q,1L� Z• �� Form No.6 TOWN OF SOUTHOLD �� BUILDING DEPARTMENTri i TOWN HALL 765-1802 E J U L 1 1 2014 APPLICATION FOR CERTIFICATE OF OCCtPAN��______] This application must be filled in by typewriter or ink and submitted to the BuildinL Depart l6fif with-Che fyowing: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $1/'5.00 Date. V Z` '/-/ New Construction: X Old or Pre-existing Building: (check one) Location of Property: A416 House No. Street Hamlet Owner or Owners of Property: �4s�cL Suffolk County Tax Map No 1000, Section Block (,JZ Lot _7 , Subdivision Filed Map. Lot: —' Permit No. Date of Permit. Applicant. J�P� Health Dept. Approval: NA Underwriters Approval: Planning Board Approval: .3ou.' Request for: Temporary Certificate _ Final Certificate: (check one) Fee Submitted: $ �- 2-o3 Appli nt ign e ' r FIELD INSPEeTIO I REPORT DATE COMMENTS FOUNDATION(1ST) FOUNDATION(2ND) 0 ROUGH FRAMING& y PLUMBING • x INSULATION PER N.Y. y STATE ENERGY CODE q4z n FINAL ,QNSS ADDITIONAL COMMENTS 0 �Z m �n L °z d —{~L14, - - � � Building Inspector p MAR 2 5 2010 APPLICATION FOR BUILDING PERMIT Z� Date , t C� BLDG.DEPT. INSTRUCTIONS 20 —TOWN OF OU NOLTQ ompletely 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. c.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"Lone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing co e,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i nature o plica t or ame,i s corporation) (Mailing address of applicant) c 6146L(J /JL4 d l9 7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -- � ' (As on the tax roll or latest deed) If applicant is a co >ation, ignature - ly authorized officer (Name andporate ` Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which propo�sed work will be done: . House Number Street Hamlet County Tax Map No. 1000 Section t Block Z Lot Subdivision _ Filed Map No._�� Lot (Name) 2. State existing use and occupancy of premises and intend d use and occupancy of proposed construction: a. Existing use and occupancy T—Ae� �1.�D4A FF- - b. Intended use and occupanc `�-5Icy-AC4,Z 3. Nature of work(check which applicable):New Building _Addition Alteration Repair Removal _`Demolition _Other Work (Description) 4. Estimated Cos Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height / Number of Stories Dimensions of same structure with alterations or additions: Front _Rear Depth Height Number of Sfories / 8. Dimensions of entire new construction:Front_ Rear �La� t Depth d�J Height " Number of Stories- 9. Size of lot:Front �� Rear / Depth 10. ate of Purchase] Zs-CjC Name of Former Owner 11. 'Lone or use district in which premises are situated / ,IL 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO_V 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES_NOS' 14.Names of(honer of remises l Address Phone No. � i'�- 3 7 Name of Architect Address hAPE--7"O TEL-Phone No36 l' - V Name of Contractor Address d 9--Z/i1 U16c.Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *1F YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BEREQUIRED. 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. STATE.OF NEW YORK) SS: COUNTY-O�-FN, ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the MkA (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the m, forth in the application tiled therewith. Sworrd�to befor me this / ay o 20 \D Notary Pu lie `— ure A `cant ROBERT 1.SCOTT • Notary Public,State of New York Qualified in Suffolk County No.OISC47250� Term Expires May 31, TOWN OF SOUTHOLD PROPERTY- RECORD CARD Ari - ,a z - 7',r b11�iE12 f STREET ! ( VILLAGE DIST. SU$. LOT _. �. �. S fir►'{ _ :� Ti i v c � tI FORMER OWNER N/4E ACR. RIP S W TYPE OF BUILDING f '-►� ..� t IZES. / 2-6FARN b SEAS. VL. J i COAILM. CB. MICS. Mkt. Value LA/ND IMP. � TOTAL i DATE EMARKS '7 � p J 7 /1 _ 1 �y + � Q 0 J $o el 0 ri f {f I/ / ra l�G? r v eip . Gk� !11 .7C O �i 1 J t) t e'� +a2u �S r50 U r _. 5`x-0 0 '300 f 4�0 � g A B � - c. 0. 5`4120 45-ZOO -1z IF r E iAn, 11,ws'—VE& ! t4l .� �fa�trcE s L 11803,06-30- "f k-1 Jf v-a- !??a) 2Z 5Il .3 r 1/40 t a y� ' Tillable IQ, y�`p, 02�7 G FRONTAGE ON WATER 74#r Woodtand FRONTAGE ON ROADS. , Meadowland Dl DEPTH 2 3014 *, House Plot + Z /60 BULKHEAD a3 0 33217 j Info pcole Total 0 0 _ a _ 'j .: 7 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT 77 FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS, VL. FARM COMM. C . M[SC. Mkt. Value LAND IMP. TOTAL DATE REMARKS r1711Tf Q17giv fm-4 ;Ft iC - .✓ Foy like g s' i o ^3 o o c) a .300 d 7 06o A EBUILDING NDITI- Z IN -MEW 3 2.0 0 NORMALI . BELOW 7600 ABOVE,00/7'r FARM- Acre Value Per Value Acre6 Tillable 1 �- Tillable 2 Tillable 3 D a DD �+oo land o ,3 As. Swampland a�b,r# -C -0DE Jr' FRONTAGE ON WATER Brushland f AFF FRONTAGE ON ROAD House Plat / d DEPTH BULKHEAD + %W � oIra� Tota�l l � �,�v�' DOCK oft .w •o � ■iiin ■n■��n�■■�n�■!� 4 ,.� �-3__ . � ' '' iis■,■ ■f inliiiiiii■ iii t - mom ■ii■iMMOMMs WA ■i n ii■■■�►�1�7f .!!■ ten F � x =t> y = _ _ ; ii i■ ■inii� `i■i�_'-t�®!!�1 OM - iiiiiili■ii■INOMIS iS • ° ■iiisiiiilii�ii�f����f?■■■i n■ii■iiin■i■■■iiM Mi■ MM i t■i tl� iii ii iiv■i�iiiii=n■ ■i■■■■Ei nim ni WIMMiiiMMMMMM JF�und ation • i. .ra4ntMIN .. IM• to ii•� f • i. 1. !Fire Plac e N• r f l •- • .. Cv, l Rooms .• • • '• RMI • ■ Complete items 1,2,and 3.Also complete Si Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. by(Printed Name) C. Date of Delivery • Attach this card to the back of the mailplece, or on the front if space permits. D. Is delivery address different from Rem 1? ❑Yes 1. Article Addressed to: 3 5"e f 2O If YES,enter delivery address below: ❑No l�km i t'- 3. Service Type A T f l'[()Cfj�` `l L • 11aS 1 ❑Certified Mail ❑Express Mail 7 ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service taboo 1060 6-001 1573 $�Z PS Form 3811,February 2004 Domestic Return Receipt t tYt-t5:' • • • • DELIVERY ■ Complete items 1,2,and 3.Also complete A. n Item 4 if Restricted Delivery is desired. X ❑Agent 1111 Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. eceiv by(Print Na R)) C. Date of Delivery ■ Attach this card to the back of the mailpiece, � or on the front if space permits. Ss AN different from Rem 1? ❑Yes 1. Article Addressed to: .35 4 ?—o >IT YES,ante address below: ❑No 25 ANS N �-'�A^ 3. vY` I rn ❑Certified Mail ❑Express Mail i t C1 S ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Irons,e.�m s•Mce o 11 0 600 i $9 —7t PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 Postal CERTIFIED MAIL. RECEIPT N (Domestic Mail Only; Provided) ru cO For r` de^livery inforW-mation visit. zt. ur website at www.usps.com,�, S co Postage $CID AI Certified Fee J� S rl �, Postmark \ C3 Return Receipt Fee Here 1 � (Endorsement Required) 3 a ttl Restricted Dsilvery Fee ! (Endorsement Required) O L l Total Postage&Fees $ a ant To rzI r-3 -3& f IN .; O or PO Box No. - - -------- City,State,ZIP+4 PS Forin r August 2006 Southold Town Building Department P.O.Box 1179 Permit#: 35420 54375 Main Road Southold,New York 11971 Permit Date: 3/30/2010 (631)765-1802 Expiration Date: 9/30/2011 ,0 Parcel ID: 108.-2-7.1 BUILDING PERMIT RENEWAL LETTER Dated: 4/16/2013 Applicant: DAVID & SHERRY STEELE Location: 12500 CR 48 MATTITUCK Work Description: FARM BUILDING CONSTRUCTION OF AGRICULTURAL STORAGE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DAVID L& SHERRY STEELE Address: 107 ELIJAH'S LANE MATTITUCK,NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. �= Southold Town Building Department P.O. Box 1179 54375 Main Road Permit#: 35420 Southold,New York 11971 Permit Date: 3/30/2010 (631) 765-1802 Parcel ID: 108.-2-7.1 Expiration Date: 9/30/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 7/9/2013 Applicant: DAVID& SHERRY STEELE Location: 12500 CR 48 MATTITUCK Work Description: FARM BUILDING CONSTRUCTION OF AGRICULTURAL STORAGE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL. A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DAVID L& SHERRY STEELE Address: 107 ELIJAH'S LANE MATTITUCK,NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �e2off at It P.O. Box 1179 Permit#: 35420 54375 Main Road Southold,New York 11971 Permit Date: 3/30/2010 0►1 164� (631)765-1802 Expiration Date: 9/30/2011 Parcel ID: 108:2-7.1 Dated: 9/23/2013 Applicant: DAVID& SHERRY STEELE Location: 12500 CR 48 MATTITUCK Work Description: FARM BUILDING CONSTRUCTION OF AGRICULTURAL STORAGE BUILDING AS APPLIED FOR PER PLANNING BOARD APPROVAL. Owner: DAVID L& SHERRY STEELE Address: 107 ELIJAH'S LANE MATTITUCK, NY 11952 Your BUILDING PERMIT #35420 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of$125.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Michael Verity: Chief Building Inspector Southold Building Department *pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 Ol� �� cou BUILDING DEPARTMENT TOWN OF SOUTHOLD April 2, 2014 David & Sherry Steele 107 Elijah's Lane Mattituck NY 11952 Re: 12500 CR 48,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **NOTE: Per a final Ins ' t ne on 04/01/2014,the Inspector is requiring Truss Certification by an Ar h' ect of Engine plication for Certificate of Occupancy. (Enclosed) ectrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38365 —Agricultural Storage Building MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY '`s JAMES H.RICH III 54375 State Route 25 ° MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) � '`'�;i,�,, } >`' �- Southold, NY Telephone: 631 765-1938 www southoldtow .gov PLANNING BOARD OFFIC77, TOWN OF SOUTHOLD July 8, 2014 !� ��� jUL 1 1 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 �^ Cutchogue, NY 11935 Re: Approved Site Plan for David Steele Farm 107 Elijah's Lane, ±560' e/o Elijah's Lane & CR 48, Mattituck SCTM#1000-108-2-7 Zoning District: A-C Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made June 17, 2014. The site is now in conformance with the Approved Site Plan entitled "David Steele Farm", hand- illustrated on a survey for SCTM#1000-108-2-7 dated September 2, 1996, last revised January 5, 2004, stamped received in the Planning Department on February 8, 2010. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS n ,�: P.O. Box 1179 DONALD J.WILCENSKI ` ' " � " Southold, NY 11971 h, Chair OFFICE LOCATION: WILLIAM J.CREMERS y �. � �.� a, � Town Hall Annex PIERCE RAFFERTYr , 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H. SIDOR Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2014 Mr. William Kelly 22355 Cox Lane Cutchogue, NY 11935 Re: Extension of Site Plan Approval for Agricultural Storage Building/David Steele Located at 107 Elijah's Lane, Mattituck SCTM#1000-108-2-7 Zoning District: A-C Dear Mr. Kelly: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 7, 2014: WHEREAS, this Site Plan is a 5,670 sq. ft. agricultural storage building measuring 54' x 14' x 105' for the storage of farm equipment, baling hay and straw and storing baled hay and straw on 19.6 acres in the A-C Zoning District. There are six existing farm buildings on site measuring 8' x 12', 24' x 30', 30' x 35', 26' x 18', 30' x 61' and 70' x 44'; and WHEREAS, at a Work Session held on February 16, 2010, the Planning Board accepted the application for review; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEQR) (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, 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 part of an active farm operation and the parcel is large in size relative to the proposed and existing structures (the structure will cover .67% of the farm area). Therefore, the Planning Board will require only the following site plan application items: §280-133 A. (1) and (2), B. (1)(a —f), B. 3(a) and B. 4(a) and (i); and David Steele Farm Page Two July 8, 2014 WHEREAS, the Southold Town Planning Board has found that the public hearing for this application may be waived for the following reasons: this site is an already active farm operation, the location of the new building is such that it will conform with other structures on the property which are already actively being used for agricultural purposes, the adjacent parcels are active agricultural operations and the proposed storage barn will be 250' feet from the property line to the east; 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 barn is being used for the storage of farm equipment, baling hay and straw and storing baled hay and straw, where space for the parking of farm vehicles is ample, and there will be no public access to the barn; and WHEREAS, on March 22, 2010, the Southold Town Planning Board granted approval on the Site Plan entitled "David Steele Agricultural Storage Building", prepared by Roderick VanTuyl on September 2, 1996 and last revised on February 8, 2010 by the owner— David Steele; and WHEREAS, on March 22, 2013, the Site Plan Approval expired; and WHEREAS, on June 23, 2014, the agent, William Kelly, submitted a letter requesting an Extension of Site Plan Approval simply because they forgot to call for a final inspection; and WHEREAS, at a Work Session held on July 7, 2014, the Planning Board reviewed the application and determined the expired Site Plan is in compliance with current rules and regulations; be it therefore RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for eighteen (18) months from March 22, 2013 to September 22, 2014 on the Site Plan entitled "David Steele Agricultural Storage Building", prepared by Roderick VanTuyl on September 2, 1996 and last revised on February 8, 2010 by the owner— David Steele. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman P 1 , E JUL 21 2014 i July 16,.._2014 KDG UEPi.' TOU;IN OF SOUNOW Mr.`Michael Varity ,Town of Southold Building Department 5437.S Route 25 Southold, NY 11971 Re: Truss Design Installation Dave Steele Project Mattituck MBI Job#1280847 Dear Mr. Varity: Please find a copy of my truss design signed, stamped and dated on 02.23.10 sped for this project. Furthermore, I have confirmed that the 129054 RC MN.Plate truss was installed as - specified: Yours truly, ED DESIGN GROUP, PC Ronald L.Sutton President -V [ Ilk/ I Mf 10,0.1, _ dTO.63 N.4.9.'z9,1�..g I ' 1 r i } 4 L W D w --- fiJn1114 a 3'• i;t' if THEAJNDF.RSIGNED,PURSUMT TU TUU.M 11 D l Vrf,C'jbE Srf_:Crtti 100.254(!)ACKNOLEDGES THAT THE CONDITIONS OF THE SITE PLAN "PRO-V SET FORTH IN THE RESOLUTION OF APPROVAL DATED . S ON RESOL '6 ARE ACCEPTED.(SEB CONDITIONUTION) • 7[daz+Y a..t� I r hEAMURINT YAME O �� DAa� q AU1'H ? IN!A Ups PM 3 s.0 r,10LIwo PLANNING BGAMY TITLE DATE Z A ORIZED SIGNATURE f} 10T::The approved site development plan shall be validOe period of three(3)years from the date of ap MV91 as pet We section 100-255, I V� 43,CALE i J 441' i 41A 7.i 7 UCk-' tb ' � •.r.:t.�:J�G�e i" .:��._.w... may.: 4 ;9.363 AczE� .� "eUl>s : :ax pa!� ;Ec•� t4 ryu�gar _, APPROVED BY -z r .YIL-eveY C Sc or. 2,;;?.94 rA.. TOWN THOLD Z.AV1) svrr � DATE �. o t hLor n� �1.!3 e ' ....._ .. . .. .. ... ..:-.- ._.._....r.+4 ",���:'._.n::.e�Yt}°�±f;iir•-�y�. ..i:�J>ri:".'�1c� .,....T"i...l��.u��ID�. �h• K,I:.�/Xa�.'iL�..i.�!ife?' .F.4�MktY.s<riw4-. ,r;! :,:a3-:. NOTES: t BO 1-3-8 NO 1-3-8 SL 8-4-0 6-8-0 6-7-15 6-8-0 6-8-0 6-7-15 6-8-0 8-4-0 EP 7-10-12 14-2-9 20-6-8 26—S--8 33-2-8 3 I 46 4 53-9-0 6-4-0 69-6— 1TC 7-10-12 I 5 — 3 I 7-10-12 SLI 14-11-15 13-4-0 13-4-0 14-11-15 EP 14-2-9 26-10-8 39-6-7 53-9-0 TC 14-2-9 I 12-7-15 1 12-7-15 1 14-2-9 #18G—MN18-11.25x15 3.96F— E ----13.96 SL 28-3-15 #6.25x8.75 #6.25x8.75 D P CROWN C,G 0-0-8 T2 T3 #11.25x11.25 \ #11.25x11.25 C W6 G 10-3-0 #2.5x5 W4 W7WEW9 #2.5x5 2-2-4L 4.03 8 WS W10 Wil 44.038 18G—MN18-11.25x12.5 W3 i18G—MN18-11.3x12.5 Wn2 W13 A W1 RL I 1 #16G—MT88-8x16 J 81 P M #8.75x8.75 O B2 Q #6.25x8.75 #8.75x8.75 #6.25x8.75 N S18G—MN18-8.75x16.25 5x6.25 S2 S1 5x6.25 &18G—MN18-8.75x16.25 18G—MT8B-7x16 18G-14T88-7x16 B — EP 26-8-12 53-9-0 26-9-14 27-1-6 BC- —6-4 1 6-9-13 — — 4-6-11 6-10-0 8-6-3 EP 8-6-4 15-4-1 22-2-1 26-8-12 9-ro. 31-6-15 38-4-15 45-2-13 53-9-0 8-6-10 6-10-2 6-10-5 4-6-14 0M 4-6-14 6-10-5 6-10-3 8-6-9 r N 53-9-0 D. • •� • �� ERCEPT AS SHOWN ALL PLATES ARE M2020, # = PLATE SELECTED IN PLATE MONITOR Q 05 • tiol l�`5.��� Scale:0.163"=1' Robbins Engineering, Inc./Online Plus Job Mark Quan Type Span P1-H1 Left OH Right OW7 Single Drawing F,290 RC MN PLATE 0225410 1 z3RC 530900 4.038 0 0 Robbins Engineering.Ino./OnGne Plus-®1998-2007 Version 20.0.025 Single Drawing per Page 3=007 3:15:50 PM Page 1 ' Job �02�;��10 �Q�an Type Span Pl-Hl Left OH Right OH Engin1290 54 RC MN PLATE z3RC 530900 4.038 0 0 80 1-3-8 NO 1-3-8 TC1 14-2-9 1 12-7-15 1 12-7-15 1 14-2-9 #18G-MN18-11.25x1511 3.96 r- E -I 3.96 I'. #6.25x8.75 #6.25x8.75-- D 6.25x8.75-- D & T #11.25x11.25 T2 T3 #11.25x11.2 5 C W6 G 10-3-0 #2.5x5\1 W4 W7 We W9 #2.5x5// ardII716-11.25k7(93�fl WS W10 W11 41888MN18-11.3x12.511 T3 W3 W12 13 T4 A W1 = 1 M L J 4 12 0 R2 #6.25x8.75- #8.75x8.7511 R #8.75x8.7511 #6.25x8.75= N n 5x6.25= S2 #18G-MT8H-8x16= S1 5x6.25- &18G-MN18-8.75x16.2511 18G-MT8H-7x16- 18G-MTBE-7x16= &1SG-MN18-8.75x16.2511 BCL 26-8-12 - - EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.119"=1' Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 630.2 LBS A -Q 0.91 13630 T 0.56 0.35 F# MN20 6.2x 8.8 1.0-1.0 0.76 Q -P 0.94 14274 T 0.59 0.35 G# MN20 11.2x11.2 1.0 2.8 0.95 Online Plus -- Version 19.0.032 P -S2 0.56 12628 T 0.52 0.04 H# MN20 2.5x 5.0 Ctr Ctr 0.60 S2-M 0.57 12633 T 0.52 0.05 I MN18 11 .3x12.5 0.98 129ORC-0225410 M -K 0.46 10454 T 0.43 0.03 I MN18 8.8X16.3 0.93 CSI -Size- ----Lumber---- K -J 0.46 10454 T 0.43 0.03 Q MN20 5.0x 6.2 Ctr Ctr 0.52 TC 0.84 2x10 SP-2401 J -S1 0.57 12633 T 0.52 0.05 P# MN20 6.2x 8.8 0.5 0.5 0.90 EX C -E 2x10 SP-#1 Sl-O 0.56 12628 T 0.52 0.04 S2 MT8H 7.0x16.0 Ctr Ctr 0.95 EX E -G 2x10 SP-#1 0 -N 0.94 14265 T 0.59 0.35 M# MN20 8.8x 8.8 0.7 0.6 0.98 BC 0.94 2x 8 SP-2401 N -I 0.91 13629 T 0.56 0.35 K# MT8H 8.0x16.0 Ctr-0.2 0.74 WB 0.82 2x 4 SP-#1 -------------Webs------------- J# MN20 8.8x 8.8-0.7 0.6 0.98 WG --- 2x 8 SP-#1 B -Q 0.00 29 T SS MTSH 7.0x16.0 Ctr Ctr 0.95 Q -C 0.44 766 C O# MN20 6.2x 8.8-0.5 0.5 0.90 Brace truss as follows: C -P 0.23 1200 C N MN20 5.Ox 6.2 Ctr Ctr 0.52 O.C. From To P -D 0.32 2050 T # = Plate Monitor used TC 2- 0- 0 0- 0- 0 53- 9- 0 D -M 0.82 2258 C BC 7- 6- 0 0- 0- 0 53- 9- 0 M -E 0.45 2891 T REFER TO ROBBINS ENG. GENERAL K -E 0.28 1816 T NOTES AND SYMBOLS SHEET FOR Loading Live Dead (psf) E -J 0.45 2891 T ADDITIONAL SPECIFICATIONS. TC 18.0 4.0 J -F 0.82 2258 C BC 0,0 2.0 F -0 0.32 2040 T NOTES: Total 18.0 6.0 24.0 0 -G 0.23 1192 C Trusses Manufactured by: Spacing 108.0" G -N 0.43 757 C Morton Buildings , Inc. Lumber Duration Factor 1.15 N -H 0.00 24 T Analysis Conforms To: Plate Duration Factor 1.15 ANSI/TPI 95 & 02 TC Fb-1.00 Fo=1.00 Ft-1.00 TL Defl -1.40" in M -L L/452 Run vertical thru bottom chord BC Fb=1.00 Fc=1.00 Ft--1.00 LL Defl -1.05" in M -L L/604 Joint K Hz Disp LL DL TL Prevent truss rotation at all Jt React Uplft Size Req'd Jt A 0.46" 0.15" 0.62" bearing locations. Lbs Lbs In-Sx In-Sx Shear // Grain in A -B 0.63 Truss is designed for no A 5805 0 5- 8 4-13 ceiling load. I 5805 0 5- 8 4-13 Plates for each ply each face. NOTE: USER MODIFIED PLATES PLATING CONFORMS TO TPI. This design ma have plates Membr CSI P Lbs Axl-CSI-Bnd REPORTS: ICC-ES ER-2929 selected Ip ate ----------Top Chords---------- Plate - MN20 20 Ga, Gross Area monitor yy A -B 0.78 14629 C 0.30 0.48 Plate - MN18 18 Ga, Gross Area Max com r� 24¢A® s B -C 0.84 14259 C 0.29 0.55 Plate - MT8H 18 Ga, Gross Area Qualit t 01 C -D 0.94 14649 C 0.53 0.41 Jt Type Plt Size X Y JSI •0 �. D -E 0.83 12601 C 0.39 0.44 A MN18 11 .3x12.5 0.98 E -F 0.83 12601 C 0.39 0.44 A MN18 8.8x16.3 0.93 F -G 0.94 14639 C 0.53 0.41 B# MN20 2.5x 5.0 Ctr Ctr 0.60 . ,,a G -H 0.84 14258 C 0.28 0.56 C# MN20 11.2x11.2-1.0 2.8 0.94 H -I 0.78 14628 C 0.30 0.48 D# MN20 6.2x 8.8-1.0-1.0 0.76 --------Bottom Chords--------- E# MN18 11.2x15.0 Ctr 0.4 0.86 w Robbins Engineering,Inc./Online Plus-01996.2007 Version 20.0.025 Engineering-Portrait 3/2/2007 3:16:50 PM Page 1 w FINAL SURVEY FOR BARN q- SI T UA TE MATTITUCK �O� ro 1141TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000- 108-02-7 . 1 SCALE 1 "= 100' NOVEMBER 23, 2011 AREA = 844,538 sq. ft. v J lee 19,388 ac. GO QPO 'os �9 .�0 i Q NOTE: sI ADDITIONAL STRUCTURES ARE NOT SHOWN. ti � O ECE � � � 70 `�o JAN 17 2012 F ��' BLDG.DEPT. TOWN OF SOUTHOLD 00 O O cv M 1� O � 11 70 QQ, ti z a O° txh 7� ti C' ems' h1 Q, 1 UNAUTHORIZED ALTERATION OR ADDITION Q TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. L �iO COPIES OF THIS SURVEY MAP NOT BEARING IDI Q�� THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED j TO BE A VALID TRUE COPY. ONLY TO THE SP RDSIONTSHALLED HEREON FOR WHOM THE SURVEY �j IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. V THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF OP ANY, NOT SHOWN ARE NOT GUARANTEED. '9Q, PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin ��� STANDARDS FOR TITLE SURVEYS AS H BY THE L.I.A.L.S. AND APPROVED W FOR SUCH USE BY THE NEW TITLE ASSOCIATION. �� tNFT G+ L�Q� Land Surveyor j Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout Fv LANDPHONE (631)727-2090 Fax (631)727-1727 sU OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 31-117 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 128-0847 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S EARTHQUAKE DESIGN DATA TABLE INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 0.2 SEC SPECTRAL RESPONSE POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE ACCELERATION (Ss) 0.15g 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED WITH USEPA GUIDELINES AND AWPA STANDARD C28.THE TREATED PORTION OF THE COLUMN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 1 .0 SEC SPECTRAL RESPONSE 0.055g U EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ACCELERATION (Si) 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, No SEISMIC DESIGN CATEGORY B REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 0- a FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE BUILDING CATEGORY (TABLE 1604.5) I �j (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN SITE CLASS D a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF w THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE BASIC STRUCTURAL SYSTEM AND B-23 LIGHT FRAMED WALLS WITH b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY SEISMIC-RESISTING SYSTEM SHEAR PANELS STRUCTURAL MEMBER = 16 PSF O SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE RESPONSE MODIFICATION FACTOR (R) 7 C.) FOOTINGS = 16 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER w COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE NON-TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL. C� OZ CONCRETE (SEE PLANS). SEISMIC DESIGN BASE SHEAR (TRANSVERSE) 1 100 LBS v = a- SEISMIC DESIGN BASE SHEAR 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE (LONGITUDINAL) , TREATED LUMBER- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE 1 100 LBS v DIRECTION OF THE LICENSED ENGINEER . 7 NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, WIND DESIGN BASE SHEAR (TRANSVERSE) 14096 LBS Z PRESSURE TREATED TO A NET RETENTION OFA POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY;E WIND DESIGN BASE SHEAR (LONGITUDINAL) 9022 LBS APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. LLJ 1 171 FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELIl Z 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO, 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR L LJ OR BETTER. J 1...a l rb LLJ Z , ^ ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS Mw' U REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN LJ.J U BUILDING DESIGN CRITERIA > Q ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. BUILDING CODE 2007 NY BUILDING CODE Q SIDING PANELS (KYNAR 500/ HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH USE GROUP R-3 ACCESSORY , " OCC�.�� ��►I'�� �I , � AN ADDITIONAL BAKED-ON KYNAR 500/ HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS" CONSTRUCTION TYPE VB USE iS UNLAWFUL j ON EXTERIOR. FLOOR AREA 5670 SQ FT p Z BUILDING CATEGORY I WITHOUT CERTIFICATE � oe MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #31s 181 �FA�C��/ 0 ROOFING PANELS (FLUOROFLEX 2000 T-) -0.019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL ROOF SNOW LOAD* 16 PSF OF © CTT C , BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500/ HYLAR 5000 TOPCOAT WITH A TOTAL GROUND SNOW LOAD 25 PSF o MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. MAX DESIGN ELEVATION 1000 FT RETAIN STORM WATER RUkH Q x WIND SPEED (V3s) 120 MPH PURSUANT TO CHAPTER 236 z m TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, WIND IMPORTANCE FACTOR 0.77 OF THE TOWN CODE. 0 RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. EXPOSURE CATEGORY B INTERNAL IPRESSURE COEFFICIENT ±0,18 UNDER'h' 0 GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/ HYLAR 5000 FINISH TO MATCH BUILDING (DESIGN CONDITION ENCLOSED REQUIRED 1 1 1 y Lu TRIM, ON BOTH SIDES OF THE BUILDING. WIND LOAD DESIGN ASCE 7 METHOD 2 Q W 2x4FK 10/09 ZONE 1E 16.23 PSF Q N ZONE 2E -21.13 PSF LJLJ g ZONE 3E -14.42 PSF ALL CONST0,,! ',r.`:!ti ZONE 4E -13.49 PSF MEET THE I�EQUI"IG'j!;yi,]!E. OF THE -J _J MAIN WINIDFORCE RESISTING SYSTEM ZONE SE 13.35 PSF CODES OF NEj11J'Y ;i' SjATE. z Z (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -10.31 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 11.77 PSF (MAXIMUM VALUE SHOWN) ZONE 2 -14.71 PSFAP5 O ED S NOTED ZONE 3 -10.96 PSF DAT �33Y�0 ZONE 4 -10.06 PSF E. °�P'tp DRAWN BY: DEMPSEY ZONE 5 9.80 PSF "E:lE:ej, ': DATE. 02/12/10 f.')'iTIFY BUILDIINCi ','.^!(1L +►T AT ZONE 6 -7.94 PSF ' /, CHECKED BY: AF T':;� -1802 8 AM TO .,,.`',i FOR T11-12 ZONE 1 11.49, -18.26 PSF F!DLLOVJ'NG 1,N`aP1E:�":T:�1;��!'�": DATE.' 02/22/10 COMPONENT &CLADDING WIND LOADS ZONE 2 11.49, -31.78 PSF 1 F0UtLlDA-,'i0 1 - 7 I wC}g 1!riFa7 ALL FORCES ACT NORMAL TO THE SURFACE ZONE 3 11.49, -47.99 PSF 0 REVISED DATE. ---- (FOR ZONES SEE ELEVATIONS) ZONE 4 19.95, -21.64 PSF 2. ROU 31-1 - PLUI!SINIG REVISED DATE. ---- ZONE 5 19.95, -26.71 PSF 3. INSUL AT1'3N REVISED DATE.' ---- 4. FINAL - CONW TF U 70N, MUST TYPICAL LUMBER SPECIFICATIONS -2005 NDS BE COlk!PLt;TE F'.-"-i REVISED DATE. ---- SHEET INDEX SIZE DESCRIPTION BENDING VALUE Fb ALL CONSTRUCTION SIHALL MEET THE SHEET# DESCRIPTION 2x4 NO. 1 &2 SPF 1313 PSI REOUIRL:"��4ENT5 OF TFitr:CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 2100f MSR SPF 2100 PSI DESIGN OR CONSTRUCTION ERRORS. ' l S1 OF S10 COLUMN PLAN 2x6 NO. 1 &2 SPF 1 138 PSI 2x6 NO. 1 SYP 1650 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR S2 OF S10 TRUSS PLAN, & DETAILS *2x8 NO. 1 SYP 1500 PSI ROOF SNOW LOAD CALCULATIONS THIS BUILDING WAS PREPARED BY ME OR UNDER MY S3 OF S10 TRUSS DRAWING, & DETAILS DIRECT SUPERVISION AND THAT I AMA DU y�-a4lass 2x10 NO. 1 SYP 1300 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs LICENSED/REGIS7REROFESSIONAL ERNEK, S4 OF S10 ELEVATIONS 2x12 NO. 1 SYP 1250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 S5 OF S10 SECTIONS & DETAILS ALL 1950f MSR SYP 1950 PSI I = IMPORTANCE FACTOR = 0.8 * S6 OF S10 SECTIONS & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Pg = GROUND SNOW LOAD = 25 PSF -r -a• S9 OF S10 SECTIONS & DETAILS 3 1/2"x15" GLU-LAM 1650 PSI Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR = 0.94 V� S8 OF S10 SECTIONS & DETAILS 5 1/4"x 16 1/2" GLU-LAM 2400 PSIT RONALD L. SUTTON, 9. Ps = 0.7x 1.0x0.8x25x 1.2x0.94 = 15.8 PSF S9 OF S10 SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI DATE: 62-Z3 -» RE S10 OF S10 FASTENER SCHEDULE NOTE: HIGHER GRAIJE,MATERIAL REQUIRED AS NOTED ON PLANS. SCALE:AS NOTED SHEET NO. GIOFGI OFFICE.' 04 04 04iv � iv 0 \ � \ \ �j CUTCHOGUE, NY o o o o o o �' JOB NO. o v v 128-0847 ;t CN N ;t CV CT N rl— ___j 0 7-4 1/2"' 7'4" r 7'4" N 7-6" N 7-6" cy) 7'-6" 't 7'-6" Lo 7'-6" Lo 7-6" 10 7'-6" N 7'4" 00 7'-6" w 7'4" 7-4 1/2" V-0" VENTED SIDEWALL OVERHANGS V_0" NON-VENTED ENDWALL OVERHANGS I A I I I I I I I I I I I I o S510 I U 53 9" — — I — T ' 53 _9 N 16"R �4,R �4,R �4„R �4„R �4,R �4,R �4 R ;24"P% �4,R ;24"R .24„R �4,R 16"R \ M S6 ^ 0 1 46'-4 1/2" - 16'R 16 46'-4 1/2" z Lu O �o a 1 38'-10 1/2" - ---I- "R 16" -{— - 38'-10 1/2" z 37'-1 1/2" I 46'R LLJ I 1 I °° z 16' � – 30'-10 1/2" C Ci w No S6 I (D y"Fti -Lj W\ M. 16" - 22'-10 1/2" z ...0 '`'` U o w 16'-7 1/2" I 6 R / � �M 0 14'-10 1/2" – 14'R 16' -}— – 14'-10 1/2" U _j F-- o 7'-4 1/2" – 16"R 16" – 7-4 1/2"040 U rl-looo Q 0" '24"q �4"a $4"� '24"d �4"a 16"R � � 0'-0" ■ ■ 0'-0" Z m D I I I I S6 I I I I I LLJ 7'-4 1/2" 7'-6" 7-6" 7-6" 7'-8 1/4" 22'-1 1/2" 7'-8 1/4" 7-6" 7'-6" 7-6" 7'-6" 7'-4 1/2" Q in a Ir Lu _ a 04 04 C � � M 04 04 c\l CN 01QN b a0 d O O W OI d N N (e) Lo 1 00co Z COLUMN PLAN DRAWN BY.' DEMPSEY DATE: 02/12/10 COLUMN PLAN LEGEND CHECKED BY' AF o - 3-2x6 LAMINATED COLUMN LOCATION W/ 4'-0" EMBEDMENT DATE.' 02/22/10 e - 3-2x8 LAMINATED COLUMN LOCATION W/ 4'-0" EMBEDMENT REVISED DATE: ---- ■ - HEADERED TRUSS LOCATION REVISED DATE.' ---- i❑ - 3068 MB910 PLAIN FLAT LEAF WALKDOOR(S), IN SWING, RIGHT HINGE W/ LOCKSET REVISED DATE.' ---- iQ - 21'-0"x 15-6" DOUBLE SLIDING ALUMASTEEL END DOOR(S) REVISED DATE.' ---- 2Q - 22'-6"x 14'-0" DOUBLE SLIDING ALUMASTEEL SIDE DOOR(S) ✓ - 81 M BASE ANCHORS - (2) 3'-6" X 3'-6" CUPOLA WITH M 30 WEATHERVANE FUNCTIONAL , fi hey� t•S(j W/O FAN ROUGH OPENING SCHEDULE * :� �z:A - 1" HEAVY DUTY THERMAX (ROOF ONLY) - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS UNIT SYMBOL 16"R- 16" DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIX WIDTH HEIGHT �\ CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL FROM LEGEND Y READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETEi❑ 373/4" 81" BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"R- 24" DIAMETER FOOTING WITH 10"THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONALLQ READY-MIX TO TOP OF 224M STILT (9"±). PLACE CONCRETE 2 Z 3 BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 30"R- 30" DIAMETER FOOTING W/' l 3"THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL 2' 8 READI-MIX TO TOP OF 230M STILT (9"±). PLACE CONCRETE BELOW SCALE: SCALE--AS NOTED AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 1' 4' 16' SHEET NO. SIOF S10 OFFICE.' C14 04 04 04 N N 011 r— CUTCHOGUE, NY C14CN CN CN 04 CN I 04_ JOB NO. o0 128-0847 CN 01 It 04 v CN 0� I� 0 7-41/2" 7'-6" r 7-6" N 7-6" N 7-6" c) 7'-6" 7-6" Lo 7-6" Lo 7'-6" 10 7'-6" 7'-6" 00 7-6" CC) 7-6" °l 7-4 1/2" r— I I I I I I I I I I I I I o A S2 IT Q w ............................ ..........,................. ............................ ............................ ............................ ............................ mm ............................ ............................ ................... ........ ................. - - 4 O O CD � O - - - Z ......................... ..........**......**.... ........................*... ......... ...... . ..... ............ .. ............................ ............................ ...........................,. ............................ ............................ ............................ .......................... ui Z S2 O ........................... O ......... ............................ ....... .................... ............................ ............................ ............. . ............................ ............................ ............................ . - -� o - ° I z B S2 54' - 2x10 (NO.1 SYP) 1 1 1 .. END RAFTER ASSEMBLY 1 1 1 o 3 - - � I z 0 I ::::::.:.:..::::::. ........................... ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................. I � W � Y . _ _ 5-20d R.S. NAILS O UJ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ : o PER CONNECTION U ............ ............................ ............................ W 3 :� � 2x6 END COLUMN Q . EXTENSION OR UPRIGHT :2 03 .................. ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................. ............................ ............................ ............................ .......................... I ASSEMBLY NAILED TO END Q — — — RAFTER ASSEMBLY AS O O SHOWN AND TO EACH U O ........................... ............................ ............................ ............................ .................0... .. INTERSECTING WEB. FASTEN TO HEADER AND FRAMING FV--� ZO MEMBER WITH (2) 16d R.S. � 0.................. ............................ ................... ad ......... ............................ ............................ ............................ ............................ ............................ ............................. ............................ ............................ ............................ .......................... NAILS INTO EACH END Z O .... . O ... . . O. ....... .. 0 . ..... . ......... O... ... O.... .. . ... ................. Oa I DETAIL B COLUMN EXTENSION O O SCALE: 1 1/2"= 1'-0" MEMBER OR UPRIGHT . ......... ............................ ............................ U0/ oO.............. ......... ........ ....... ....... ......... .......... ... ....... ...... ...... ................ ..................... ............. ......... ..... �X co a. Z W z cn TRUSS/BRACING PLAN (2) 20d R.S. NAILS IN OVERHANG FRAME �� Lu TRUSS/BRACING PLAN LEGEND 2x4 BEV. PURLIN - i W 8 i -54' 1290 R.C.TRUSSES @ 7-6" O.C. X I J 2 - TOE NAIL OVERHANG RAFTER 54' END RAFTER ASSEMBLY TO OVERHANG NAILER WITH(1 j 16d R.S. NAIL EACH SIDE s -2x4 TRUSS TIES @ 3'-9" &4'-0"O.C. I I Z a -2x6 DIAGONAL END BRACES @ 7'-6" &8'-0"O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) � ITO 54' -2x10 (NO.1 SYP) OVERHANG FRAME END RAFTER ASSEMBLY 2x6 OVERHANG NAILER DRAWN BY.' DEMPSEY 2x4 TRUSS TIE (7) 20d R.S. NAILS DATE: 02/12/10 CHECKED B Y.- AF 3-2x6 CORNER COLUMN DATE: 02/22/10 II 60d R.S. NAIL / REVISED DATE.' ---- u [REVISED EVISED DATE.' ---- i DATE.'LOWER TRUSS CHORD 20 ga. GALVANIZED EVISED DATE.' ---- ADDITIONAL 2x6 NAILER PURLIN CONNECTOR DETAIL A ��� Ne + . \ SCALE: 1 1/2"= V-0" '� y 20d R.S. NAIL THROUGH �� ' \ iC�" L• STRAP INTO TIEG�A* (3) 1 1/2" R.S. NAILS i m ° * •O Z. THROUGH STRAP 2' LONG END BRACE STRAPr ' i r P1) #9xl TRU-GRiP SCREWS EAK SIDE AND (2) ON EAVEOSIDE , J • (4) 2 1/4" R.W. NAILS IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) I n 2x4 TRUSS TIE; DETAIL 2x4 TRUSS TIE 2' 8' _ MS 2x4 TRUSS TIE TO ENDWALL DETAIL SCALE: 1' 4' 16' NOTED EET NO. 0FSl0 OFFICE:STIFFENER DETAIL CUT CHOGUE, NY JOB NO. 128-0847 CENTER 2x4 (NO. 1 SYP) WEB 2x4, (NO. 1 SYP) "T" STIFFENER STIFFENER ON TRUSS WEB 8• REQUIRED ON THESES WEBS NAIL W/3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN F ENDS 8. 6"O.C., STAGGERED - . o TRUSS SPACING 7'-6" O.C. SECTION A A • � � ALE: 1 1/2"= 1'-0" 3.96 LIVE LOAD 16 PSF DEAD LOAD 4 PSF a CEILING LOAD - PSF LL C9 A TOTAL LOAD 20 PSF m A 10-3-0 O Z []/ w r 1� Z —� 4.038 V x r ^ a V Z 1 l 1 1 Lu 1 Z 53- 9-0 W .M L1J w Z iN 54' R.C. 1290 TRUSS SCALE: 5116"= V-0" 6.0 w 1 w"40 1clel Iv w Z 2x4 PURLIN ii ) > �/� ~_ 0 s0 HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) U rRU55 � � o OF 20 GA. GALVANIZED Z m O G OR o• PURLIN CONNECTOR v 0 � for /• o• °° LJLJ = 00 0 w CL (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND Q 'i (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF 5.4' WIDE LJ-J 1 g PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT (ZONE 2 & 3) —J BEFORE FASTENING CLIPS _J Z 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= 1'-0" DRAWN BY.• DEMPSEY DATE.' 02/12/10 2x4 PURLINS @ 23"O.C. 1 TQ CHECKED BY.• AF DA TE., 02/22/10 ii REVISED DATE. ---- ® 60d R.S. NAIL REVISED DA TE: ---- Ng V REVISED DATE.' ---- Rp`F��R�.OGPO OF CRUS$ \ REVISED DATE. ---- 5.4' WIDE ANO p 20 GA. GALVANIZED® N� O - INDICATES PURLINS TO BE FASTENED GOR o• \ PURLIN CONNECTOR (ZONE 2 &3) s P ��US w/HEXDLOK .19"x 6.0" FLATHEAD LAG TOP OF NES 0>.• �EaM SCREVW, ALL OTHER PURLINS TO BE ,4� L. • � �ptlik FASTENED w/60d R.S. NAIL o• % e y •• SG * o ` •p 0' (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND •�6. °�• (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF I PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT ` it BEFORE FASTENING CLIPS o2 - cam 54' WIDE BUILDING PURLIN LAYOUT Z3 - SCALE: 1/2"= 1'-0" 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE:AS NOTED SCALE: 1 1/2"= 1'-0" SHEET NO. S30FS10 , OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 JOB NO. ;o - 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-0847 o :o Lr) o N0 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 26'-6" 52'-0" 26'-6" '— VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 5.4'WIDE (ZONE 2 &3) 5.4' WIDE • 5 (ZONE 2) (ZONE 2 &3) �J (ZONE 1) N (ZONE 3) 4 �- 6 Lu (ZONE 2) 3 �. i 6E O Z i; (ZONE 3) 4E Z 2 / 1� tL2 2 5 1 V Z E MWFRS w Reference Lu Corner z ......... . 5.4' WIDE (ZONE 2 &3) W 5.4'WIDE 94.2'WIDE (ZONE 4) w } (ZONE 5) 5.4' WIDE EAST ELEVATION L5.4'WIDE Z (ZONE 2&3) (ZONE 5) €. .. w I Lu NV > < r5.4'WIDE 4 12 T#16 GABLE TRIM Q 1�— Ld (ZONE 2 &3) 45.4'WIU DE � (ZONE 2&3) 1 1 j 2 TT ... ._L� U moo_ X HI-RIB STEEL SIDING 0 m Z T#21 CORNER TRIM Q f ^ a V T#167 BASE TRIM «� Z W z C) a w 43.2' WIDE (ZONE 4) a 5.4'WID .4' WIDE 5.4'WIDE: - 43.2' WIDE (ZONE 4) Q CIO (ZONE 5 27'-0" ZONE 5) (ZONE 5) SOUTH ELEVATION 5.4'WIDE 1 1 1 O 27'-0" (ZONE 5) _J N OI Z NORTH ELEVATION 5.4'WIDE (ZONE 2&3) (ZONE 2) T#5 RIDGECAP O (ZO EI D2 &3 (ZONE 3) (ZONE 1) DRAWN BY.;A F DEMPSEY DA TE: 02/12/10 (ZONE 2) CHECKED BY' AF DA TE: 02/22/10 (ZONE 3) REVISED DATE., ---- 5"O.G. GUTTERS REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.' ---- HI-RIB STEEL SIDING �pf T#21 CORNER TRIM 0' ��' * , ��'• T#167 BASE TRIM �' .d 2. ....... .IL ....... 5.4'WIDE: 94.2' WIDE (ZONE 4) 11 (ZONE 5 11 5-0" 43'-9" nmm 56'-3" 5.4'WIDE (ZONE 5) o O o O � I SCALE.-AS NOTED WEST ELEVATION O SHEET NO. S4OF Sl0 OFF/CE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) ♦THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 128-0847 NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 2.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL o FLUOROFLEX HI-RIB STEEL CONDITIONS MAY REQUIRE MODIFICATIONS. s0®2x4 PURLINS @ 23" O.C. 1" HEAVY DUTY THERMAX INSULATIONO. 2 SPF) 3.) CONCRETE FLOOR NOTES: LL a M 2x4 BEV. PURLIN m a. 3500 PSI, 5 1/2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM WIRE MESH DISTANCE OF 10' PLUS OVERHANG WIDTH O c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. rl_ Z T#178 m TRUSS IN COLUMN w 2x6 BEV. FASCIA o SADDLE 5"O.G. GUTTERS LAMINATED COLUMN UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL O2 T#144 & 146 FASCIA TRIM 54' 1290 R.C. TRUSS BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT ' ^ d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS v (DSOFFIT - HI-RIB/SOFFIT CAP Z 2x6 OVERHANG NAILER [Z Lu 1 © ( 2 ) 1/2"x5 1/2" M. BOLTS & U-1 1 ( 12 ) 20d R.S. NAILS 7 W a i is LAMINATED COLUMN00 KYNAR HI-RIB STEELLJJ Z •�� 3/16"x3/4"x30" H.R. FLAT STEEL 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH 0ak,.0a CORNER WITH (5) .148"0 x 2" W ~ STAINLESS NAILS. (20 TOTAL NAILS \ Q 30° PER COLUMN) J 14 GA. CHANNEL WITH 1/4" PLATED Q RIVET TO SUPPORT ANGLE �- 14'-0" UNDISTURBED SOIL U GRADE TO HEEL 1 1 1 Z STILT INSTALLATION �-- o ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) io = oeO > 3-2x8 LAMINATED COLUMN 1. INSTALL PRESSURE TREATED •' ` LOWER COLUMN WITH STILT IN THE ;. •,. p! 2x2 VERTICAL BLOCKING AUGERED HOLE.= _ ��;••: AT COLUMN LOCATION - 2. POUR 9"MINIMUM THICKNESS OF x (4) 0.177"x2.25"STAINLESS STEEL eQ READI-MIX CONCRETE INTO THE 7 m ANCHOR NAILS PER STRAP HOLE AS SPECIFIED. L Q ;.. . . a BUILDING COLUMN 3. BACKFILL AND COMPACT THE T#167 BASE TRIM ANNULAR SPACE AROUND THE Cly Z (1) ROW 2x8 TREATED SPLASHBOARD 9Q 81 M BASE ANCHOR STILT ISOMETRIC CAOLU R N TO GRADE WITH SOIL 1 1 1 N FASTENING DETAIL UGU ED FROM THE SITE. Q w a -- SCALE: 1 1/2"= V-0" Q vs 18" LOWEST5"CONCRETE FLOOR* 11-J g MEMBER CUT-OFF iq _I `- =.�'_ 81 M BASE ANCHOR ® _J FINISH GRADE 4"MINIMUM COMPACTED GRANULAR BASE 4'-0" DRAWN 8Y.' DEMPSEY DATE.' 02/12/10 5�1I 3-2x8 LAMINATED / COLUMN CHECKED BY: AF 24 NAILS IF 5 DA TE., 02/22/10 3-2x6 LAMINATED g' 22 NAILS 224M (14 GA.) COLUMN STILT s� COLUMNI 546 NAILS TOTAL 4 REVISED DATE. ---- 10"THICK MINIMUM READY-MIX CONCRETE 2, 1'2 a. +. ' •' ' BELOW BOTTOM OF LOWER COLUMN WITH 5� 22 NAILS ; • REVISED DA TE., ---- a• TOP e" 18 NAILS / \ / REVISED DATE.' - 24"O (9'±)ADDITIONAL PLACE CONCRETIE BEOLOW AOND A OVELT SYr �,rl' \ o�E:s�;o / i� 40 NAILS TOiTAL ,cE �' _-- s EE REVISED DATE.' - BOTTOM OF LOWER COLUMN IN ONE OPERATION. � .' • ' / --- SIDEWALL SECTION A E INTERIOR oF'NE'y,' SCALE: 1/2"= 1'-0" �— CD ' L `SG O INTERIOR * EXTERIOR �:EXTERIOR NAIL KEY 0.148"x 4" (20d) NAILS 0.148"x4" (20d) NAILS NAIL KEY 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x8 COLUMN SPLICE FASTENING DETAIL o 2 - � � - co 0.131"x3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS SCALE: 1/2"= V-0" 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= l'-0" SCALE.'AS NOTED SHEET NO. S50F Sl0 GABLE PURLIN FLASHING FLUOROFLEX HI-RIB STEEL OFFICE.- T#16 GABLE TRIM 2x4 PURLINS @ 23"O.C.Q is (4) 0.135"x 2 1/4" R.W. CUTCHOGUE, NY (NO. 2 SPF) NAILS OR 16d R.S. NAILS JOB NO. 2x6 FASCIA KYNAR HI-RIB STEEL 2x6 UPRIGHT 128-0847 T#194 TRIM i (1) 20d R.S. NAIL THROUGH SOFFIT �' STRAP & INTO BRACE ' 2' END BRACE STRAP W/ 54' END RAFTER HI-RIB/SOFFIT CAP TRIM PRE-PUNCHED HOLES (BEND o i' TO FIT) FASTENED W/ (3) ! 1 54' -2x10 (NO.1 SYP) 0.140 x 1 1/2" R.S. NAILS END RAFTER ASSEMBLY �' 2x6 DIAGONAL BRACING T#71 TRACK COVER Q_ N >> 2x6 E.C.E. �' / FASTENED TO COLUMN a W/(4) 16d R.S. NAILS 51 M TRACK (j '� � cc KYNAR HI-RIB STEEL TOP "D" RAIL (16 GAUGE) w 54' 1290 R.C. TRUSS 3x4 TRACK BLOCK I 15'-6" O TO GRADE Z ADDL. 2x6 NAILER — - - - - - - - - - - - - - - - _ 1 1/2"x2" BLOCK &T#74 C) w Z 2x4 TRUSS TIE T#23 JAMB TRIM i � ^ O v 2 a 2x3 JAMB (BEYOND; v BOTTOM 2'TREATED) z LATCH HANDLE LL 47E A/S LATCH STRIKE PLATE Lu 1 • 1 171 2x3 JAMB Z _gmyx....... 9 (3) 2x6 JAMB COLUMN (BEYOND) L1JF,. W/2x6 SPLICE STIFFENER ......... >_ .:: .M W Z SLIDING DOOR HEADER SECTI O N C w =0 SCALE: 1"= V-0" > Q 14'-0" Q GRADEETO TO HEEL QLAJ�--- U J Z 0 C U (2) 60d R.S. NAILS IN OVERHANG RAFTER 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG FRAMES x m 3" z O 6" a y O W C) w vs 81 M BASE ANCHOR Lu 1 g o _J �J FINISH GRADE 54' 1290 R.C. TRUSS Z T#71 TRACK COVER 4'-0" 51 M TRACK 3x4 TRACK BOARD 340L TRUSS HANGER WITH (14) 1 1/2" R.S. NAILS TOP"D" RAIL (16 GAUGE) & (1) 1/2"x2 1/2" M. BOLT DRAWN BY.• DEMPSEY AllDA TE.- 02/12/10 218M (14 GA.) COLUMN STILT 14 0 1 1/2"x2" BLOCK I 5 1/4"x16 1/2" GLU-LAM HEADER 2400fb GRADE TO BOTTOM � ( ) CHECKED BY., AF 8"THICK MINIMUM READI-MIX CONCRETE T#74 TRACKBOARD TRIM I 2x8 HEADER (NO. 1 SYP) OF TRACK GIRT BELOW BOTTOM OF LOWER COLUMN WITH T#25 JAMB TRIM DATE. 02/22/10 ' ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). 16"QS PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 2x3 JAMIB (BEYOND; BOTTOM 2'TREATED) REVISED DATE.- ---- LOWER COLUMN IN ONE OPERATION. REVISED DATE.- 3-2x8 LAMINATED JAMB COLUMN REVISED DATE.- ---- BEYOND WITH AN ADDITIONAL 2x8 LATCH HANDLE TREATED LAMINATE FOR HEADER REVISED DA TE.- ---- EN DWALL SECTION B 47E A/S LATCH STRIKE PLATE SUPPORT FROM V-0" BELOW GRADE SCALE: 1/2"= 1'-0" TO 15"ABOVE HEEL HEIGHT 2x3 JAMB OF Why N NOTE: �4 •�. G� DOOR HEIGHT= HEEL HEIGHT. r' .0 x JAMB COLUMN CUT-OIFF HT. = 15"ABOVE HEEL HEIGHT. 9 SLIDING DOOR HEADER SECTION D O2 SCALE: I "= l'-0" SCALE.'AS NOTED SHEET NO. S60FSl0 TOP OF BEAM HANGER o°a OFFICE.' UPOLA CAP iQ CUTCHOGUE, NY SITS DOWN ON SQUARE o°o JOB NO. CUT COLUMN NAIL BEAM HANGER TO COLUMN FROM OUTSIDE WITH (3) S.S. COLUMN 128-0847 ANCHOR NAILS _j UPOLA ROOF is a r) a , C9 � W ca ................................................................................................................ NAIL HANGER TO BEAM W/ w ...... . ... ........... ..................... ... ..... ..... ........ ........................... I ^ Z 6 S.S. COLUMN ANCHOR v 2 O NAILS (3 ON EACH SIDE) GLU-LAM BEAM f � � .......................................................................................................... UPOLA SIDE i9 FRAME6 .......................................................................................................... F 3-2x8 LAMINATED COLUMN ADDITIONAL TREATED LAMINATE f UPOLA BASE FRAME ®o If..........................................................................................................� 3/4"OSB CUPOLA SUPPORT i L INSIDE VIEWOPTI I 6 ..................................................... . . .ONAL. T#167 OPTI2X4 BEVELED BASE BLOCK, ............................................ ........FAN. . . 2x4 CUPOLA BLOCKS ® 1 1 1 1 1 1 ............. ... ... .............. .............................................................. ....................... .. ...................� 39Q FRAMING CLIP® 7 . ................................... Z BEAMHANGER ................... . .......................................................... . ................... ......................... Lu 'va CUPOLA BASE TRIM '� W } UJ z U .. a0 :., W0. NAIL 2x8 GIRT TO BEAM °°o W/A MINIMUM OF (4) °o° ® Q �— 20d GUN NAILS Q 4" o°° RE-MADE PEAK BLOCK`;© U `o to O.C. STAGGERED 4.. J 4 1/2"x12" LAGS LJLJ Z CUPOLA FRAMING SECTION = 0 NAIL 2x8 TO COLUMN W/A ! ` MINIMUM OF (4) 20 D R.S. NAILS v 2x3 JAMB o X O CENTERLINE OF CUPOLA 7 m OUTSIDE VIEW FIRST ROW 1'-0" 6" 6" 2x4 PURLINS I O U-1 1 *NOTE: VIEWS ARE SHOWN WITH • I. •I 1. •1 I• .1 1• .I 1'-0"OVERHANGS Hix a 5 1 /4" GLU-LAM JAMB DETAILS Q coi . CUPOLA BOX SUPPORT FRAME Lu g ..J Z CUT TRUSS HEEL BACK BY WIDTH OF ' '' ''' • '' •' ' •I • •�• •I. BEAM PLUS 114" FOR TRUSS HANGER FASTEN 340E TRUSS HANGER TO � BEAM WITH (10) 20D R.S. NAILS PEAK PURLIN (PLACE NAILS IN ALL HOLES PROVIDED). 1 -2 1/2 1'-2 1/2" DRAWN BY. DEMPSEY e TRUSS PEAK DA TE: 02/12/10 5 1/4"x16 1/2" GLU-LAM HEADER (2400fb) CHECKED BY., A F • ' PRE-MADE DA TE: 02/22/10 • PEAK BLOCK®© REVISED DATE.' ---- ® REVISED DA TE.- ---- • � '' ''' ' '' '' ' • '' •' ' • ' •I• - 2x8 GIRT (NO. 1 SYP) REVISED DA TE: '-- REVISED DA TE: ---- TRUSS TRUSS 3�.r�rG •��o�ta G3 ID o 340L TRUSS HANGER 39Q FRAMING CLIP FASTEN 340L TRUSS HANGER TO TRUSS WITH 2x4 CUPOLA BL s � (1) 1/2"x2 1/2"M. BOLT 8. (14) 1 1/2" R.S. NAILS BLOCKS (PLACE NAILS IN ALL HOLES PROVIDED). O2 Z?j 3'6 x 3'6 Cupola -Functional TRUSS HANGER ISOMETRIC DETAIL (2x4 Purlins) (5 1/4"xl 6 1/2" GLU-LAM HEADER WITH 340L TRUSS HANGER) SCALE:AS NOTED SHEET NO. S70FS10 OFFICE: RAIL THICKNESS CHART CUTCHOGUE, NY STANDARD HEAVY JOB NO. VERTICAL I HORIZONTAL VERTICAL I HORIZONTAL WEB I FLANGE I WEB T FLANGE WEB I FLANGE I WEB I FLANGE 128-0847 .070" 1 .090" 1 .060" 1 .080" .090" 1 .150" 1 .060" 1 .130" 1111 TOP "D" RAIL IIII (16 GAUGE) I I I o 3-2x6 LAMINATED 1 29 3/4" JAMB COLUMN (BEYOND) 1 STRUT 1 I I � HORIZONTAL"I"S.S. RAIL I O (0.06"WEB, 0.08" FLANGE) VERTICAL"I" RAILI Z (0.09"WEB, 0.15" FLANGE) I !!�nn O 1 V a=. HORIZONTAL"I" 1 3-2x6 LAMINATED I INTERMEDIATE RAIL I Z JAMB COLUMN i (0.06" WEB, 0.08" FLANGE) i 0/ L11 Lu 1 HORIZONTAL"I" I Z 1 INTERMEDIATE RAIL 1(4) INTERMEDIATE RAILS 13E LATCHROD (0.06"WEB, 0.08" FLANGE) I (2) S.S. RAIL 15-6" I Lu xa VERTICAL"I" RAILI "II W Z HORIZONTAL " Lu �aM.'p .. b R LATCH HANDLE1 INTERMEDIATE RAIL I "' 47E A/S LATCH STRIKE PLATE I (0.06"WEB, 0.08" FLANGE) 1 ' 0 1 13E LATCH ROD I W ~ ". HORIZONTAL INTERMEDIATE"I" RAIL I 1 > < VERTICAL"I"' RAILSI Q Ri 1 (0.09" WEB, 0.15" FLANGE) HORIZONTAL"I" I Q 1 INTERMEDIATE RAIL 1 13E LATCH ROD (0.06"WEB, 0.08"FLANGE) LATCH HANDLE I L J F— p I I—_ _ = o I I U 0 I i 29 3/4" JAMB DETAIL X CENTER DOOR (GUIDE BOTTOM "D" RAIL 1 O 1 (16 GAUGE) I Z m GRADE r Q V a 10'-6" 10'-6" f� O Z LU I 21'-0" Q im w a. N W g DOUBLE SLIDING DOOR FRAME (SINGLE PANEL) -� 1264 8" HOOK Z INSTRUCTIONS VERTICAL"I" RAIL DRAWN BY: DEMPSEY 1. SCREW NUT ONTO HOOK. DATE: 02/12/10 2. SCREW HOOK INTO LATCH BODY. HORIZONTAL"I" CHECKED BY AF INTERMEDIATE RAIL DATE: 02/22/10 CENTER DOOR GUIDE REVISED DATE.' ---- 14B A/S DOOR GUIDE HAS A BUILT-IN STOP REV/SED DATE.' ---- FOR ALUMASTEEL DOORS SO STUB COLUMN 3/8" JAM NUTMUST BE EXACTLY CENTERED IN DOOR OPENING REVISED DATE: ---- • • REVISED DATE.' ---- • • /c,01S- & OF NEyy J- 1265 JAMB LATCH BODY 13E LATCH ROD .O p • ' # r �c DOOR GUIDE DETAILS LATCH HANDLE LATCH ROD DETAIL m� oZ - SCALE:AS NOTED SHEET NO. S8OFS10 OFFICE: RAIL THICKNESS CHART CUTCHOGUE, NY STANDARD T HEAVY VERTICAL I HORIZONTAL I VERTICAL HORIZONTAL JOB NO. WEB I FLANGE I WEB I FLANGE I WEB I FLANGE I WEB FLANGE 128-0847 070" 090" 060" 080" 090" .150" .060" .130" III TOP "D" RAIL (16 GAUGE) III Lo j U 3-2x8 LAMINATED • JAMB COLUMN I i 29 3/4" a (BEYOND) STRUT I c4i o Lu _ ce HORIZONTAL"I"S.S. RAIL I O Z (0.06" WEB, 0.13" FLANGE) VERTICAL "I" RAIL I r'voo' Lu Z (0.09" WEB, 0.15" FLANGE) I ( O I I v^ � V HORIZONTAL"I" I Z 3-2x8 LAMINATED I INTERMEDIATE RAIL JAMB COLUMN I 13E LATCH ROD (0.06"WEB, 0.13" FLANGE) I Lu 1 I LLJ I I(3) INTERMEDIATE RAILS z HORIZONTAL T. (2) S.S. RAIL 14'-0" " I INTERMEDIATE RAIL (0.06" WEB, 0.13" FLANGE) ILu " 13E LATCH RODwin Lu z VERTICAL"I" RAIL I i Ew-- HORIZONTAL I N 00 LATCH HANDLE VERTICAL "I" RAILS INTERMEDIATE RAIL I LLJ 47E A/S LATCH STRIKE PLATE I (0.09"WEB, 0.15" FLANGE) (0.06"WEB, 0.13" FLANGE) I Q v.. I LATCH HANDLE I " HORIZONTAL INTERMEDIATE"I" RAIL I 13E LATCH ROD I Q 1LLJ �— I I U I 29 3/4" oe CENTER DOOR GUIDE BOTTOM "D" RAIL (16 GAUGE) U GRADE JAMB DETAIL 1V-3„ 11'-3" Q o 22'-6" rZ Q V a DOUBLE SLIDING DOOR FRAME cry Z (SINGLE PANEL) Q ix W a. h LLJ g J —J 1264 8" HOOK Z CENTER DOOR GUIDE 14B A/S DOOR GUIDE HAS A BUILT-IN STOP FOR ALUMASTEEL DOORS SO STUB COLUMN INSTRUCTIONS MUST BE EXACTLY CENTERED IN DOOR OPENING DRAWN BY: DEMPSEY 1. SCREW NUT ONTO HOOK. • • DATE. 02/12/10 2. SCREW HOOK INTO LATCH BODY. • • CHECKED BY' AF VERTICAL"I" RAIL DATE: 02/22/10 HORIZONTAL"I" REVISED DATE.' ---- INTERMEDIATE RAIL REVISED DA TE. ---- 3/8"JAM NUT � REVISED DATE: ---- D O O R GUIDE DETAILS REVISED DATE. ---- ED 1265 JAMB LATCH BODY * .' G�•� r O, 13E LATCH ROD Y LATCH HANDLE LATCH ROD DETAIL SCALE:AS NOTED SHEET NO. 6 S9 OF S1 0 OFFICE.' CUTCHOGUE, NY JOB NO. 128-0847 Ln U NO N 0% W m O ^/ Z 1� W Z O d V Z W W ROOF STRUCTURE FASTENING SCHEDULE z 1 T#5 RIDGE CAP TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) uj eaim• aaa 2 HI-RIB STEEL TO 2X4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) "J J an w 3 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1 TRU-GRIP SCREWS L1J Z . : 4 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED.HOLEU w....• Q � Mil, .a l.00 5 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE uj Q nr 6 54' RAISED CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2" M.BOLTS & (12) 0.177"x 4" (20d) RING SHANK NAILS / WALL FRAMING FASTENING SCHEDULE �- UJ 7 COLUMN STILT (14 GA.) TO COLUMN (20) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS W 0 8 81 M BASE ANCHOR TO COLUMN 0.177"x 2-1/2"STAINLESS STEEL NAILS (4) PER ANCHOR Ice — 9 2x8 SPLASHBOARD TO COLUMN x A x O ' 1 CONNECTION 10 2x6 NAILER TO COLUMN (6) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (5) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION o 11 END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (5) 0.177"x 4" (20d) RING SHANK NAILS Q x O 12 2x4 PURLIN TO END RAFTER ASSEMBLY (EXT) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE Z m 13 2x4 PURLIN TO END RAFTER ASSEMBLY (INT) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED'HOLE V Q 14 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) C./5 O 15 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP 1 1 1 16 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE Q uj w (SCREWED ROOF STEEL CUPOLA FASTENING) IO N w g 17 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS _1 18 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS -, 19 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL Z 20 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS @ 6"o.c. 21 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2" (16d) RING SHANK NAILS @ 8"o.c. 22 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) DRAWN BY.' DEMPSEY 23 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135"x 1-1/2" RING SHANK NAILS DATE.' 02/12/10 24 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 CHECKED BY: AF 25 PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135"x 1-1/2" RING SHANK NAILS DATE: 02/22/10 26 PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE. ---- bF NEyV •cc 0 LQ SCALE.'AS NOTED SHEET L S 10 OF S 10