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HomeMy WebLinkAbout37802-Z Town of Southold Annex 2/11/2014 P.O. Box 1179 54375 Main Road $hA Southold, New York 11971 f CERTIFICATE OF OCCUPANCY No: 36761 Date: 2/11/2014 THIS CERTIFIES that the building ACCESSORY Location of Property: 55 Cox Neck Rd, Mattituck, SCTM 473889 Sec/Block/Lot: 113.-7-19.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofiiced dated 2/12/2013 pursuant to which Building Permit No. 37802 dated 2/12/2013 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: construction of an accessory horse barn (54 X 80 as applied for per ZBA # 5894, dated 6/8/06 Replaces BP 35242 The certificate is issued to James J. Bissett, III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37802 11/25/13 PLUMBERS CERTIFICATION DATED Aut riz Si atur TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY m 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 37802 Date: 2/12/2013 Permission is hereby granted to: Bissett III, James 323 Long Island Ave Holtsville, NY 11742 To: construction of an accessory horse barn (54 X 80) as applied for per ZBA # 5894, dated 618/06. Replaces B8 X5014;. At premises located at: 55 Cox Neck Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 113.-7-19.23 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 8/14/2014. Fees: PERMIT RENEWAL $610.50 CO - ACCESSORY BUILDING $50.00 Total: $660.50 Building Inspector TOWN OF SOUTHOLD ~g BUILDING DEPARTMENT TOWN CLERK'S OFFICE ffi® 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 37802 Date: 2/12/2013 Permission is hereby granted to: Bissett III, James _ 323 Long Island Ave Holtsville, NY 11742 To: construction of an accessory horse barn (54 X 80) as applied for per ZBA # 5894, dated 6/8/06. Replaces BP 35242. At premises located at: 55 Cox Neck Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 113.-7-19.23 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 8/14/2014. Fees: PERMIT RENEWAL $610.50 CO - ACCESSORY BUILDING $50.00 Total: $660.50 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. 3 42 Z Date DECEMBER 29, 2009 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF AN AGCY HORSE BARN AS APPLIED FOR PER ZBA DECISION # 5894. REPLACES BP 32291 at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated DECEMBER 29, 2009 and approved by the Building Inspector to expire on JUNE 29, 2011. Fee $ 1,221.00 J Authorized Signature ORIGINAL Rev. 5/8/02 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 3 COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35 Date DECEMBER 29, 2009 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF AN AGCY HORSE BARN AS APPLIED FOR PER ZBA DECISION C # 5894.N EPLACES EXPIRED BP # 32291 at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated DECEMBER 29, 2009 and approved by the Building Inspector to expire on JUNE 29, 2011. Fee $ 00 Authorized Signature ORIGINAL Rev. 5/8/02 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. 91 Z Date AUGUST 15, 2006 Permission is hereby granted to: JAMES J BISSETT III PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF AN ACCESSORY HORSE BARN AS APPLIED FOR PER ZBA DECISION #5894 THIS PERMIT REPLACES BP # .P? 3 at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated AUGUST 10, 2006 and approved by the Building Inspector to expire on FEBRUARY 15, 2008. Fee $ 7.00 <<oo f horized Signature ORIGINAL Rev. 5/8/02 1 Form Na 6 L ~ TOWN OFSOUTHOLD i J BUILDING DEPARTMENT i FEB 1 1 2013 ~ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC T -i " 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: I. 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 I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. February 5 2013 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 55 Cox Neck Road Mattituck House No. Street Hamlet Owner or Owners of Property: James J. Bissett III Suffolk County Tax Map No 1000, Section 113 Block 0007 Lot 019.023 Subdivision rttinK 61 3 Filed Map. Lot: Permit No. ~ DateofPermit. 12/29/2009 Applicant: James J. Bissett III Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check ) Fee Submitted: $ 660.50 ~1. A rc n Signa ure Eric J. Rus , Esq., Attorn for App icant pF SOpTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.D. Box 1179 CIO roger. richertCa_town.southold.ny.us Southold, NY 11971-0959' 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bissett Address: 55 Cox Neck Rd City: Mattituck St: NY Zip: 11952 Building Permit* 37802 Section: 113 Block: 7 Lot: 19.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures 4 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 ArC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: PADDOCK, 4-cord and plug HID fixtures Notes: Inspector Signature:} d Date: Nov 25 2013 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN ON 1ST [ ] ROUGH PLBG. [ ] F NOATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. 5 ®6 DATE INSPECTOR J N OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ro, DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS , (o y ~~ro FOUNDATION (1ST) _ FOUNDATION (2ND) - ~ ~ ~P 3,b cs\ y ROUGH FRAMING & r PLUMBING r . n w ` 40 a ~M, o INSULATION PER N. Y. STATE ENERGY CODE H FINAL ADDITION COMMENTS o - UN InrC. D ? W W W m 10(0 QIM 7 0 z G (o x r y x ro ~1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL ~7 Board of Health SOUTHOLD, NY 119714 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q Survey www. northfork.net/Southold/ PERMIT NO. Z I Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved, 20 Mail to: Disapproved a/c/C 5fiWL Phone: Expiration JIG , 20 Oa p uilding Inspector A `c- J 4P ICATION FOR BUILDING PERMIT s Date 1;~>- H ,20-06- INSTRUCTIONS a. This' plication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. yl% 00225(9 of plican or name, if a corporation) Cam" Lip l )/l IL-r F (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, a ectrician, plumber or builder .A6kom H Name of owner of premises J-a yyvS 6, t 5 SQ~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name an o corporate officer) Builders License No. Plumbers License No. i~ Electricians License No. l Other Trade's License No. 1. Location of land which ro'po~e/d r will be done: House Number Street Hamlet County Tax Map No. 1000 Section ~j Block 0-7 Lot Z3 Subdivision Mb. Filed Map No. NA Lot kIA- (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy '-D&11~ VJ1714 A6 IF- P" h QEtL 6W*-A b. Intended use and occupancy/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 &I llt 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front b Rear Depth gA Height ? 16. Number of Stories M r Dimensions of s me structure with alterationor additions: Front Rear d~ Depth /J~ Height tit Number of Stories M 8. Dimensions of entire new construction: Front S q Rear S~ Depth 80 Height Zy . ~f Number of Stories 1 9. Size of lot: Front 7~ r Rear '1 f Depth 2 Z/4e,- f 10. Date of Purchase 1) 11 10q Name of Former Owner I d wte5 Jl/ ~l/l P I~ 1 J IS 11. Zone or use district in which premises are situated AL 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO AVIR-PA4L 02 AkA M 7th 6fM c bF = ~q~6~1 13. Will lot be re-graded? YES NOY Will excess fill be removed from premises? YES_ NO7X 14. Names of Owner of premises Address Phone No. Name of Architect kL kL> Address Phone No Name of Contractor Y;2( Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY~EQUIRED. 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) COUNTY " u$ ~.A being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swom tq ~~fore me this ~ `F°~ day of u 0 Notary ublic gnature Ap tcant Claire L. Glew Notary Public, State of New York No. 01 GL4879505 Qualified Suffolk Coun Commission L;dies Dec. 8, 11326 -add FORM NO. 3 NOTICE OF DISAPPROVAL Date: March 16, 2006 TO: Bill Kelly for Jim Bissett III 22355 Cox Ln. Unit #4 Cutchogue, NY 11935 Please take notice that your application dated March 14, 2006 For permit for an accessory horse barn at Location of property 55 Cox Neck Rd., Mattituck County Tax Map No. 1000 -Section 113 Block 7 Lot 19.23 Is returned herewith and disapproved on the following grounds: The proposed accessory horse barn is not permitted pursuant to Article III 100-33-A: In the A-C District accessory buildings shall be located in the required rear yard, subject to the following requirements: A. Such buildings shall not exceed eighteen feet in height. And the construction plans indicate a height of approximately 20'. 1;~ Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS ~pF SOUTH, Mailing Address: Ruth D. Oliva, Chairwoman pro Southold Town Hall Gerard P. Goehringer 53095 Main Road • P.O. Box 1179 # # Southold, NY 11971-0959 James Dinizio, Jr. co G Q Office Location: Michael A. Simon Town Annex /First Floor, North Fork Bank Leslie Kanes Weisman IyCOU ~1`~° 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD i; I 1 Tel. (631) 765-1809 • Fax (631) 765-9064 - FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 8, 2006 ZB File No. 5894 - JAMES BISSETT III Property Location: 55 Cox Neck Road, Mattituck CTM # 113-7-19.23 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 36.96 acres is improved with farm buildings and cultivated land, as shown on the Young & Young survey dated August 14, 2003, amended February 2, 2006. BASIS OF APPLICATION: Building Inspector's March 16, 2006 Notice of Disapproval under Section 100-33A, stating that the height of the new horse barn is not permitted because it will exceed the code limitation of 18 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 25, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant wishes to construct a new 54'x 80' barn with a peak height at 24.5 feet (24' 6") described on the diagrams prepared by Allied Design Architectural and Engineering Group, P.C. 12/6/05. The location of the proposed barn is with conforming setbacks 156 feet from the most northerly lot line and 60 feet from the easterly lot line, at its closest points. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed barn will be at a maximum 20 ft. height. The size of the property and setbacks substantially exceeding the minimum required setbacks, and construction of a gable roof, will provide harmony with existing buildings and area, without creating an undesirable affect. 2. The change is not substantial. It amounts to a 2-foot increase in the height permitted in one of several agricultural accessory buildings on a lot containing 37 acres. 3. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is no other way of designing such a barn consistent with its 'Page 2 - June 8, 2006 ZB File No. 5894 - J. Bissett III CTM # 113-7-19.23 intended use -exercising horses-- while maintaining harmony with other buildings. Safety considerations dictate a minimum 14 feet clearance for horse and rider. Providing that clearance while maintaining architectural harmony with other buildings on the lot require a 20' height to the mid point of the gable. 4. The difficulty has been self-created and is related to applicant's desire to build a barn for horses. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a horse barn, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the Young & Young survey dated August 14, 2003, amended February 2, 2006, and construction diagrams prepared by Allied Design Architectural and Engineering Group, P.C. dated 12/6/05. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members OliyA (Chairwoman), Goehringer, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). ( /(1 Ruth D. Oliva `•Y 8// t oJL//066 Approved for Filing pF SOUjyOlo Town Hall Annex y i Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 Southold, New York 11971-0959 OIyCoUIYI, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17th, 2009 FIRST NOTICE James J. Bissett II 323 Long Island Avenue Holtsville, N.Y. 11742 Ado o RE: 55 Cox Neck Road SCTM: # 1000-113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 32241 issued July 26th, 2006 and Building Permit # 32291 issued August 15th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $6708.90; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP# 32241 NEW DWELLING $3831.90 BP# 32291 ACCESSORY HORSE BARN $2877.00 ho~~pF SOUryolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road H Fax (631) 765-9502 P.O. Box 1179 i~ Southold, New York 11971-0959 U,M,~..Q BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE October 27th 2009 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Rd. (Alterations/Alterations) SCTM: # 1000-113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 32241 issued July 26th, 2006 and Building Permit # 32291 issued August 15th, 2006 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 6708.90: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT BP # 32241 NEW DWELLING $ 3831.90 BP # 32291 ACCESSORY HORSE BARN $ 2877.00 7009 0820 0001 7821 7640 C! u hO~~OF SOUIyo~ Town Hall Annex y .f. Telephone (631) 765-1802 54375 Main Road N Fax(631)765-9502 P.O. Box 1179 ~ • O Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 18th 2009 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 Re: 55 Cox Neck Road / Violation SCTM# 1000-113.-7-19.23 To Whom This May Concern: Your BUILDING PERMIT # 32241 issued July 26th, 2006 4 BUILDING PERMIT# 32219 issued August 15th, 2006 have 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." Please see copies of referenced Building Permits. 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 $6708.90: 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, Damon Rallis, Zoning Inspector Southold Building Department ?00 9 0g2p 000.11 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET SS VILLAGE DISTRICT SUB. LOT FORMER OWNER Mo~rinSf N E ACREAGE 5 o ~J~,CccFs-tlr~~~fcd r ,''tat~C o S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS DDS l I - s 'S A •TY " - t 0,4 D 1VU 700 ~y ~E 121 ' - + J tr - , Q YS r - - krtic~ a p v a/ 66 1// o B COND - - _ - NEW NORMAL BELOW ABOVE TA,~E TER _ 6Z Farm Acre Value Per Acre Value F O TAC~E R D } Nie,6ttui -6 Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 YJ r Q, 4 Woodland Swampland Brushland , I o3 PL 9 4 l House Plot Total i I I i I i I i -I i i i ~I I i i I l i l -I I M. Bldg. Foundation Both I Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch) Roof Type Porch Rooms lst Floor ~ I Breezeway Patio Rooms 2nd Floor Garage ~J Driveway Dormer 0. B. I r { JAN 15 2U14 Plumbing Note: Electrical Note: ails o[at. raUl~l or snu rNO(o All electrical equipment and Smoke Alarms For Renovation Note: The Plumbing S stem shall be installed y wiring shall be installed in When Interior alterations, repairs, additions or The exla In accordance with chapters 25-32 of the conversions requiring a permit occur, the dwelling The exiating garage calling and walla shall residential Code of new York accordance with Chapters 33-42 shall be provided with smoke alarms located have l n have a minimum 3/4 hour Fire separation. of the Residential In accordance with Code Secuon(R313) Disturbal Disturbance of the exieting garage Fire separation due to the new construction Code of New York, for NEW Dwellhgs. (Including basements) separatia 1 shall be shall be reconstructed to a minimum of h / of 314 hour fire separation. french exterior door Existing Existing Or 3rov Or provide new separation in n 11 I 1 u 1 p 6 -O - 2 -O x 3-011 accords accordance with Code Section R30S, z Existin J 1-3/4' VL 3-2 10 dz R Mech. Rm 5 x cA Furnace Net New y . ' Close - ~a F 14 F z 2 -5° exist, do: 514 Hour fire rated Ill Exietin door N self door assembly with 0 self-closure, w/o and Insulated. Q Family Room I 131 1„ met H p - Clg Ht: 94" ro Existing Remove I Zv N O7 x Col. Typ wall I 9,_On N 2 '-1111 _ _ _ _ 7`0 R Existin a a e AND BASE Fill cAes I (4J 2 AO - - - - - - - - - - g - r _ -Exi sting O .9 O Col. n 2'- II N - 0 v i u 2'-6"I Q~ m EXletin Qt YPICI _-TYPICAL FLOOR CONSTRUCTION m O N V-011 3/4" PIyI 3/4" Plywood Span Rated Subfloor, Q N z Bedroom I - 2x4 on f 2x4 on flat over garage Blab Z Q FIII with 6j x ~ Convert xistin fill with 2" batt insulation Q LU Garage a Into . ; Ineulate sill m Livln S ace walls common INTERIC X _I N INTERIOR WALL FINISH ~ Existing Existin 1 with living are Provide W Provide I/2" Ceyp Wall Bd on callings stair to Bathrm and walla and walla except basement walls and unless Z second Fir noted. t noted. Min 1/2" Moisture Resistant l)t r ZI-7" Wall Boar Wall Board on Gelling and all walla in Q~ } Bathrooms (humid areas) cps Z 2-2x10 Bathroom and 5/8" and 5/8" cement board In wet areas. ? w L Fire Rated gypsum wall wall Board V54 j _ 5'-0II X 3'-O" 2'4o" x 3'-0" 2 - 30" x 36" DH 8 -0 11 r1re Rate located as per code qix ark lln-C,,, _ ill Existing Existing NEW exist. gar. door located KEY 1ST FLOOR PLAN TYPICAL NEW EXT WALL tll:1: -0^ ntec Y~ ai O O m m SCALE: I/4" = I'-~ I 2 x 4 Doug-Fir Wood Studs O 16" on center. O EXISTING WALLS Double top Plate and Single treated Sole Plate. cla Pieta. ® NEW WALLS 1/2" exterior Grade - Span Rated ~~~e n/sol^ Stir'°~F ] TO BE REMOVED Continuous Structural plywood Sheathing. tyvec House Wrap or equal. Vinyl Siding match existing Plumbing Note: Electrical Note: All electrical equipment and Smoke Alarms For Renovation Note: _ The Plumbing System shell be Installed When Interior alterations, repairs, additions or Th In accordance with chapters 25-32 of the wiring shall loe with Chapters r conversions requiring a permit occur, the dwelling have The exit 41-Th. exieting garage ceding and walls thall residential Code of new York accordance with 33-42 shall be provided with smoke alarms located have a minimum 3/4 hour Fire separatioDlaturbance of the existing garage firseparation due to the new constructioshall be reconstructed to a minimum Disturbs of the Residential in accordance with Code Sector(R313) Code of New York, for NEW Dwellings, (including baeement5) separati, shall be of 3/4 1, / of 314 hour Fire separation. Existing Existing or prov Or provide new new separation In 6'-O" french exterior door 2'-0" x 3'-0" 21-0" x 31-O" accords accordance with Code Section R309z XIStfn J I-3/4 I-1/8 VL 21-5 X Mech. Rm Q N1 Me = Close m O COMPLY WITH ALL CODES OF ill exist, dot 5/4 Hou r fire rated ~ door assembly with O m NEW YORK STATE & TOWN CODS F r + r docr N self-closure, w/o and A EQUIRED A49-e kil5lff iP1 sal Insulated. L-_?UTTHOLD OWN aNNNINGBOAAOCIg Htmily Room 94" W r~ I-- d APPPOVEDASNOTED to OWNTRUSiEES listing Remove x 3'~ 1 Gol. Typ wall I 9-O" D CIAr -~J' P # ~36975 cruet F 1113, to jY 28'-It" i Extst(n a s e F aI II`OII I~EING DEPARTMENT AT rq (4) 2 xl0 BO 8 T 4 PM FOR THE PU:E CTIONS r , , , 1 ` TWO REQUIRED Q ~0 O I Col. F,R POURED CONCRETE 1 / 2 N 11 21_ u N 2'-6u)u Q~ ~,a" ? ~N: 2 ' -FRAMING, PLUMBING. ~'P~PPING ELECTRICALS CAULKING O INSULATION Yf'I~pL-Eibtq~TIWQ,~CgEfF~tyll,~pLTION [p~ ELECTRIC L Yf'I~ 3/4 XWcPAWTFRM9(6uTHbFloor, Eto SOFN 111 _ Bedroom 2'-0 INSPECTION RE UIRED X41 p~ x FIII M Convert lettn L N SI OR EW Rr DESIGN OR CONSTRUCTION ERRORS _ - - / Czars e a Into insulate all DESK - PLUMBING INTERIOR WALL FINISH V N AlLP4UM91NGWASTE ft Livln S ace walla common NTERIC {,WATEiiLINESNEED i with living are Provide 1/2" Gyp Wall Bd on callings _ TESTING BEFORE COVERING 4ro J Provide and walls second Ir Bathrm and walls except basement walls and unless = 01 14 -311 2'-111 6 -31,_11 -R 91-11 9 ,Q 1 I Wnoted, 1 noted. Min 1/2" Moisture Resistant U r an 5081 Wall Board on Celling and all walls In Q ^ ' 2-2x10 J eathroon Bathrooms (humid areas) Z m Z and 5/8" and 5/8" cement board in wet areas. Fire Rated gypsum wall wall Board ~UQ 0 x 2'-6" x 3'-O" 2 - 30" x 36" DH 8'-o" Flre Rate locaiad as per coda and drawings. in Existing Existing NEW exist, gar, door located 3: c F 0 cD A I? KEY iST 1=L R PLAN PLUMBERC TIFICATro 1,~~ e ~ 9T rno ONLEAD N BEFORE TYPICA New exr WALL Inter. ¢ a 't O O m M SCALE: I~¢n _~l oil CERTIFICATEOFOC NCY 2 x 4 Doug-Fir Wood Studs a 16" on center. O EXISTING WALLS ,i SOLDER USED IN WATER Double top Plata and Single treated Sole Plate. ole Plate. rr-~ NEW WALLS SUPPLYSYSTEMCANNOT 112" exterior Grade - Span Rated C ] TO 5E REMOVED UU f U EXCEED 2110 OF 1% LEAD. Continuous Structural plywood Sheathing. 3 'qT o79sto y0~ tyvec House Wrap or equal, 0 F NE`I'L 1 vlq siding match existing i - - - - - - - - - - t~~4 Young & Young 9c 400 Ostrander Avenue, Riverhead, New York 11901 ilI 631-727-2303 bpag a.e. Howard IF. Young. Lend Suro egor ~ o Thomas C. o ert, t, Ao Aaion.e Engineer bert C. R Tast, est, Architec ct Ron¢Ld E E. . PC. Jvh4 Landscape Architect fp ~meCk f a ' Of JQf noW `t M ~Na JQ(.CQ s \ FObe\yo o focmef5 n \ n°v+ \d 9' ,Ohng0n \ y a2' g,o. s W E \ MIf ~ E \ \ ?Ono \o J1ot0r6' \ 50 s s9 @ f i 4i {n \ a s @ ~ O \ i @ 66 @ ~ h 6619~s ~ `~1~, : = 7 7 O L ~ - E -I b ~~6 6 b~ o sSo E,. a O 2.~1 3£~E o, ~ sfi. ass e` S ge -I a,~a 9 9h ~ ~Z,n Sn " O 'y O 13 N 0 J-y ~p5F9 PA MN "?Oe ° i L O Poo $ 10 ~ 7C oP gt. P w Qt OP~ aso ~SpP-Y Z PAL yYy~ ~ 7 gy091 . " O 1 G~ qF O fa O ; . l:.P ~G S x'$74 -7 "aas~ Eepm e3~e N pro i i I NOTE i \ LPL lJp AREA = 36.9635 ACRES .st mgt . VERTICAL DATUM = N.G.V. DATvM (M.S.L. 1929) 2 t 'V tegt . INTERIOR ROADWAYS { cULTIVATED NURSERY NOT SHONN THIS SURVEY WA5 PREPARD UTILIZING OFFICE DATA, AERIAL - ~O \ O PHOTO A FIELD SURVEY. TEST HOLES ARE FROM W13VIV151ON MAP - "LONG MEADOW ESTATES" PREPARED BY PECONIO SURVEYORS Pc. IN 1990. 0 TEST HOLE #I TEST HOLE #2 TEST HOLE #3 q 30 \ @~ oP' sus ,s 00 Mai ,S SURVEYOR'S CERTIFICATION OP' TOP501L G \ TOPfaOIL LOAM La, a.0' 9N \ ~G q ~ QO °Y` 4.0' LOAM LOAM \ 9`' "AlO C 6A 40 4A p NEW y ~~g SAND E 5ANOY LLAY GRAVEL f, 9 N 60' SANG / S .9 ty• 2 SP 6MVEL / \ y LLAY G ~ N lII k~.% to' i ' 9<r N HOWARD W. YOUNG, N.Y.S. L.5. NO. 45893 458938 o Ap" bA ro \ ~ SANo m ~LAN~`' salt GRAVEL GRAVEL \ now or formerly ITP' 11.0' \ NN Premium Wine Holdings LLG SURVEY FOR \ s \ .sN JAMES B155ETT TEST HOLE #IT TEST HOLE #2T q 7m O ° \ a At Mattituck, Town Of Southold 00• OP' Suffolk County, New York TL IL TOP`.aOIL 1L~ 2P' 3P. N 9L5~ ,1\ P \ Vs yYP County Tax Map 01m,l.11000 S.al.n 113 Bl..k 0"7 L.t 19.23 P- b 55185' 5 LOAM LOAM 4.0' BUILDING PERMIT SURVEY 5AN0 60' \ 5 86" W JOUNDVENUE 7°450 LUY 5 66°IO'5O" w 5 63.00,20„ W . bP' ' a"= ALG. 25, 2003 $„3$ W GAWK B/`NKW>f'1 5 ~6^43'4}33' MAP PREPARED AVG. 14, 2003 B~su 5cALE, 1'=100' In 3g JOB NO. 2009-0313 11V MINIL'MCNI' S T a MMUMEM I WNN 4 5WE SET A= `'TA6F DWG. 2003_0513_bP - y\,I~.__ - I Young & Young 400 [ 400 Ostrander Avenue, Riverhead, New York 11901 ge~ 631-727-2803 Howard W. Young, Land Surveyor aW.l~ Thomas C. Wolpert, Professional Engineer Robert C. Tact, Architect ~'ba Ronald E. Pfuhl, Landscape Architect Po~m4 rro DougCas E. Adams, Profession{ Engineer \1\ RpOft ~Na Qrf o ~ dente N \ \ of porn eol) ro A0 9 ~o oh~5on \ o 2 G^ 3 ot\o 505. \ F on tG P 0 ~ ~tL w iS q ~ err \ 1"ptl0 r.~" ~E w M"'ESp v N Ny it 14-1.4 SV ~ 9N o ~tp \1 ~o~e~ m ~ m G O 6. N wop0 t 7qv` , / S 6 9 i Ito ao. C ~h'•d ,'it 6. Fns ae^ ~ ~_qr;y •v`.,appo E~ u V+ g7~jb o pW Sp ~VP: cEa ~ ~ "F. a O ~ Fa b A ~~3peE 0 lyT o ~ wF Win., ' s~ 43 9 3 rP"bv wp°° N N,M1PE*~E ~ gp1J~PY N~}1 i gb 99os tea, ~ W~P~y~53, ~\,Py on 0 O ~ Y Y?P V 10 ~,0 6f>1' l~ ~ ~g W v~ M E L~ P~ Y VEyV.Y b ,poo ~ ~N,. vwy0~ 1p ~•-906b'- )bb'''' ~'h 1'- t\~y\f 0 y ~ E1~1K~ Mp ~ ~ jl~ 1P• ~1PE 1p ~Oh:i' n y1E' P~15 b)~Pi' ~ vy n:G5 / 2 9S PO O ~'E W G~ 9~r O N ~ O 9 ~ y5S S G NN 9N i? N w o, rn b3gggqE €tl i " i NOTES \ g AREA = 56.9635 AGRE5 F \ ~ 8 NTERIC • INTERIOR ROADWAYS E CULTIVATED NURSERY NOT SHOWN 0 s s s G \ F 9 N N \ SURVEYOR'S CERTIFICATION QQ y> • WE HE • WE HEREBY CERTIFY TO JAMES SISSETT THAT THIS AO SURVEY A SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 6'1• A PRACTICE PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 5 ASSOCIATI ASSOCIATION OF PROFESSIONAL LAND SURVEYORS N OpNEK'yqq 3e! N ~~3apW. Y~'7' ~~~b N 4w. \ m HOWARD HOWARD W. YOUNG, N.Y.S. L.5. NO. 45899 6 +7$$93 now or formerly Ebl.AtaD ~ O \ ~N Premium Wine Holdings LLG O'65 ~ 1~\ .sW SURVEY FOR ~ O 3 JAME5 B155ETT N 9.FS \ At Mattltuck, Town of Southold o_ $ Suffolk County, New York ° 39'1.83' 5 87.46'50" W Gounty Tc Courty Tax MOP oi.mm 1000 Slam. 113 31.Ck 0-1 mt 19.23 5 66.,50" W 5 61'4650" N SOUND AVENUE F---BSI BUILDING PERMIT SURVEY 5 63°00'20° W JO'20" W 3 ~g^43'3 493. FEB. 2, 2006 6`„_y3 DEG. 14, 2004 ~j MAP PRO AUG. 25, 2003x$ MAP PREPARED AUG. 14, 2005 €e SGALE, I" 1.105 NO. 2005-0815 O - uoxxuwr sr ¦ - uoxuuwr rouxo q - nine ser srua rouxo .105 NO. JOB NDWG. 2003_0313_bP_rl vw~. roc OFFICE. CUTCHOGUE, NY JOB NO. 128-0766 MORTON BUILDINGS GENERAL SPECIFICATIONS 0 N LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 545 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER ALLI N w CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA m ~G o GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND Z SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. N Q~ W 0 a FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) 15 POURED IN PLACE TO THE SPECIFIED _Z THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS), I 1 1 \ w TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 T _z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED, PRESSURE TREATED TO A NET RETENTION OF.6 w c2 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA STANDARD C2. ~ Z FRAMING LUMBER - SIDING NAILERS ARE 2x4 $4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S45 NO. 2 OR Z BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. k W ~ ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE BUILDING DESIGN CRITERIA rr^^~ U TYPICAL LUMBER SPECIFICATIONS - 2001 NDS ry= ~ AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT BUILDING CODE 2003 NY BUILDING CODE STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. USE GROUP U NG CODE SIZE DESCRIPTION BENDING VALUE Flo ~y W Z 2x4 NO. 1 & 2 SPF 1313 PSI ~ R CONSTRUCTION TYPE VB % 2x4 2100f MSR SPF 2100 PSI Z O TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR A755 GALVALUME STEEL ON GABLES, RIDGES, FLOOR AREA _ 4320 SQ FT 2x6 NO 1 & 2 SPF 1138 PSI U MEAN ROOF HEIGHT CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. 20 „FL' ; 2.4 ----NC.I S"P ---1650 PSI O 2x8 NO. 1 SYP 1500 PSI BUILDING CATEGORY _ 1 2xI0 NO.I SYP 1300 PSI O GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH TRIM. ROOF SNOW LOAD* 31 PSF 2x12 NO 1 SYP Z m 1250 PSI ON BOTH SIDES OF THE BUILDING. GROUND SNOW LOAD 45 PSF ALL 1950f MSR SYP 950 P51 v 0 WIND SPEED (Vast 120 MPH H 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI WIND IMPORTANCE FACTOR ADDITIONAL NOTES 0.77 31/2x15 GLU-LAM 1650 PSI Z EXPOSURE CATEGORY C 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART INTERNAL PRESSURE COEFFICIENT +-0.78 5 1/4x16 1/2" GLU-LAM 2400 PSI 1 1 1 = OF THESE DRAWINGS. BUILDING DESIGN CONDITION ENCLOSED 51/4x191/2 GLU-LAM 2400 PSI wN NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS a _D Q y 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PEAK HEIGHT 24.81 FT PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS BUILDING VOLUME 66148 CU FT S FT W -J REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND WIND LOAD DESIGN A$CE 7 METHOD 2 CORRIDORS. ZONE 1 E 20.92 PSF 1oD z CERTIFIgpT10N OF 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING ZONE 2E -27.23 PSF 20.92 PSF NI & CONNECTIONS L `J? Q PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. ZONE 3E -18.59 PSF -27.23 PSF REQUIRED APP {~1 ED AS PXTPD ~ -18.59 PSF DATE:-.S~b 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB ZONE 4E -17.38 PSF -17.38 PSF LL CONSTRUCTION SHALL - Lam/ DRAWINGS OR SUPPLEMENTAL INFORMATION. MAIN WINDFORCE RESISTING SYSTEM ZONE SE 20.92 PSF 20.92 PSF T THE REQUIREMENTS OFTHE °61L ;n. Al ODES OF NEW YORK STATE. ,E r„- 3/V 1 .1, ORAwNer. Kunz 5.) KYNAR 50015 A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HYLAR 50001S A TRADEMARK OF TALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -17.38 PSF -1 7,38 PSF VJIN' DATE: 1 1 /22/05 SQLVAY $OLEXS. (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE1 1517 PSF (MAXIMUM VALUE SHOWN) 15J7PSF ZONE 2 -18.95 PSF CHECKED BY: GUERRA -18.95PSF r„ "rUHL " CS2X4KK 07/05 ZONE 3 -14.13 P$F -14.13 PSF OCCUPANry OR 3. Iftr; J! PT U, F' `L1uI'"'I"0 DATE: 12/6/05 ZONE 4 -12.97 PSF -12.97PSF USE ~p UN~AW~ 4. FIN,gL - REVISED DATE.' ZONE 5 15.17 PSF 75.17 PSF C VV UL BE CC~L9 C1U.•,'..;hf, 7 '''ST ZONE 6 -12.97 PSF -12.97 PSF /f~l/~~~~ r~R I_ REVISED DATE. ~~~(+A~~ WITH ZONE 1 14.81, -23.53 4.81ALL CON&1N)Clo;p ',I I+ - JIL ET THE REVISED DATE: ,-23.53 /~WI l l!r 1" I lr "p1 Inn&,... C ATE OF II-, CDDCSnFUGm. PSF PSF ' vvVVrF?lVli YORK STATE. NOT RESPONSIBLE FOR ~EVISED DA7BI 7 14.81, -40.95 ZONE 2 ESE 4.81,-40.95 DESIGNOR CONSTRUCTION ERRORS. MPONENT 8 CLADDING WIND LOADS SHEWINDEX CO(ALL FORCES ACT NORMAL TO THE SURFACE) ZONE3 14.81,-60.56 PSF 4.81, -60.56 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR SHEET# TION (FOR ZONES SEE ELEVATIONS) PSF PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY 5.70,-27.88 ZONE4 25.70,-27.88 Gl OF G1 SPECIFIEET INDEX PSF PSF LICENSED/REGISTER PROFESSION 51 OF 57 COLUMZONE 5 25.70, -34.42 Pp~pWAOERSCEATIFICd° E 5.70, -34.42 • ~'n S2 OF S7 TRUSS PAWING, & DETAILS S3 OF S7 ELEVATIS4 OF S7 SECTIONAST SCHEDULE ROOF SNOW LOAD CALCULATIONS PSF REQUIRED ro RONALD L. SU Iy, 2F S5 OF S7 DETAILS ULE Ps=- 0.7 x C. x PgPg x CY x Cs RETAIN DATE: 12,tP-o E F RETAIN STC4M WATER RUNOFF Ce = SNOW EXPOSURE FACTOR = 1.0 PURSUI 56 OF S7 DETAILS PURSUANT TO SEC NON 45-100 WARNING: 57 OF 57 I = IMPORTANCE FACTOR = 0.8 OF THE DETAILS Pg = GROUND SNOW LOAD =45 PSF OF THE TOWN CODE, C} = THERMAL FACTOR = 1.2 IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY CS = ROOF SLOPE FACTOR = 1.0 PERSON UNLESS ACTING UNDER THE DIRECTION OF THE (:Gl E-AS NOTED PS = 0.7 x 1.0 x 0.8 x 45 x 1.2 x 1.0=30.24 PSF LICENSED ARCHITECT OR LICENSED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. SHEETNO. OE G1 OFFICE. CUTCHOGUE, NY JOB NO. 128-0766 0 w O rY Z w O t/ Z a Z 1 L U \ W T z Z o y m C b r Z U ~ Qk 7'-41/2" T-6" 7'-6" T-6" 7'-6' 7-6" 7-6" 7'6" 7'6' TE" 4-101/2" Q 1'-0"NON-VENTED SIDEWALL OVERHANGS t~^ 'mil 1' NON-VENTEO 1'-0"NON-VENTED ENDWALLOVERHANGS v 53 UJ z 53'-9 m 430"R 1-0"NON-VENTE 5314' 16"W 3O"R 30"R 30"R 30"R R 30"R 30"R 30"R 30"R 116 W COLUMN PLAN LEGEND o o - 3-2x6 LAMINATED COLUMN LOCATION W/ 3'-O' LONGER LOWER y a - 3-2x6 LAMINATED COLUMN LOCATION W/ SPLICE STIFFINER & 3'-0" (1/ o LONGER LOWER 46.41/T ®-3-2x6 LAMINATED STUB COLUMN LOCATION x 46'-41/2' - 16'R 116"R - 46'4II' E - (2) 4072 METAL CLAD DUTCH DOORS m Di - (2) 15'x12' DIAMOND'M' DOUBLE SLIDING END DOORS Z 0 Y - (2) 3'4"x3'-6" FUNCTIONAL CUPOLAS W/ FANS a - 160' L.F. 1/2 PANEL SKYBELT ~J 16"S- 16" DIAMETER FOOTING W/ Z 30'-101/2" PLACE (250# BAGS OF SACKRETE IN I I 1 = 30'-10112" - 16"R P6"R - 30'-101 C BOTTOM OF HOLE FOR PAD. PLACE (1)50# Q e BAG OF SACKRETE AROUND COLUMNS a WHEN SETTING. 34'-11/2' 16"R- 16" DIAMETER FOOTING W/ O1 6"R 116"R I 34'-1 1I'. 34'-I 1/2" 8" THICK MINIMUM READI-MIX CONCRETE W g BELOW BOTTOM OF LOWER COLUMN WITH J C C ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"t). J 0 S4 S4 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF y LOWER COLUMN IN ONE OPERATION. 16"W - 16" DIAMETER FOOTING W/ O y MIX (5)50# BAGS OF SACKRETE WITH 2.1/2 C C GALLONS OF WATER. PLACE CONCRETE BELOW S4 54 AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. USE 218M STILL (CONCRETE MINIMUM COMPRESSIVE STRENGTH = 2500 PSI) DRAWN BY. KUNZ 19'-71/2" 16'R 116"R 19'-71/ 19-71/2 30"R-30" DIAMETER FOOTING W/ DATE: 11/22/05 13" THICK MINIMUM READI-MIX CONCRETE I BELOW BOTTOM OF LOWER COLUMN WITH CHECKED BY: GUERRA 14'-101/2" - 16"R 16"R 14'-101 l4'-101/2" ADDITIONAL READI-MIX TO TOP OF 230M STILT (9"±)' DATE. 12/6/05 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REVISED DATE: REVISED DATE: v S4 S4 REVISED DATE: T-41/7' - 16'R 16"R - 7-41/2 7-41/2' REVISED DATE i1- N - - "IC T N 00 F, 0 16"S F e F 1 Y ,~"EOF New F 16"S " 16"W 30"R 30"R 30"R 30"R 3T R 30"R 30"R 30"R 30"R 30"R a 116"W I 741/7' 74" 7'-6' T-d" T-d" 7-6' 7'6' 74" 7'-d" 4'-1101/4" Q ~ \ ty ` FI iV 2N ` N N P M g y n 2. n 2' B. SCALE: ,LE: SCALE: AS NOTED 1' 4' 16' SHEET NO. COLUMN PLAN , 4 Si OF S7 OFFICE: CUTCHOGUE, NY 16x8 PL. TRUSS SPACING 7'-6" O.C. TRUSS DESIGN SPEC i DESIGN SPECIFICATION: JOB NO. 28-0766 18 GA. LIVE LOAD 28 PSF Truss has been di iss has been designed by computer using the Purdue Plane Structure A 7ne Structure Analyzer IAW current standards and DEAD LOAD 7 PSF specifications of ecifications of recognized engineering principles. 6'-3" CEILING LOAD - PSF Trusses are manu isses are manufactured by Morton Buildings, Inc. 12'-6" TOTAL LOAD 35 PSF LUMBER SPECIFICAI T. C 7k7 18'-9" 3ER SPECIFICATION (2001 NDS for Wood Construction): o ?k~2 Lower Chord 1 wer Chord 1950f - 1.5E MSR Southern Pine Top Chord No p Chord No. 1 K.D. - 19 Southern Pine Top Chord 19: Web Members p Chord 1950f - 1.5E MSR Southern Pine N eb Members No. 1 K.D. - 19 Southern Pine 9x11 PL. 5.: TRUSS PLATE SPECIE S PLATE SPECIFICATION (ICBO Evaluation report No. 2929): w WEB #1 ASTM A-653, Gro ATM A-653, Grade A 20 Ga. and 18 Go. where noted, 2x6 galvanized steel ilvanized steel Morton truss plates identified by a O z 11x15 PL. hexagon stampf axagon stamped every 1 1/4" along the center of the plate. Q/ w 2x4 WEB STIFFENER 11x13 PL, a RAFTER LENGTH 28' 'ER LENGTH 28'-3 15/16" O 10'-3" ffi.. Webs are 2x4's e ebs are 2x4's except where noted. a WEB #2 WEB #3 "F 2x6 4x5 P . 5x13 PL. 12 Z WEB #5 Zk)2 WEB #4 21" TCk 3 Zr6 4x5 PL, 20x9 PL. 18 GA. Ll i l ;5 PL. I6x9 PL. 13x8 PL. 18 GA. 38" 16x11 PL. WEB #6 5x10 PL. 18 GA. 5x10 PL. 16x9 PL. 16x8 PL. 5.8. 11x13 PL. 18 GA. 9x9 PL, 18 GA. 8x10 PL. M. LC 2x .a.,... /LU 15 1/2" 1 .....o.,o.,..., . ;6 4x5 PL. Z r 4x5 PL. 4x PL. 4x5 PL. 4x PL. 4x5 PL. 4x P 4x5 PL L.C. 2x6 4x5 PL. CAMBER AT 3'-10 3/8" 10'-5 1/4!' Z ~ CENTERLINE 1 314" k 1/2" CROWN 16-11 7/8" 26'-10 1/2" 54' S.C. CCP TRUSS U SCALE: 1/2" = V-0" Lj-j - - - - - - - - - - - - - - - - - - - - - - - O A (2) 20c (2) 20d R.S. NAILS IN OVERHANG FRAME = O S2 2x4 BEV. PURLIN TOE NAIL OVERHAt NAIL OVERHANG RAFTER IDG B O~ _ - I TO OVERHANG NA OVERHANG NAILER WITH K Q x S2 (1) 16d R.S. NAIL EP 6d R.S. NAIL EACH SIDE O 'Z a C/5 Z e OVERHAt OVERHANG FRAME END TRUSS LLI 2 2x6 OVERHANG NAILER Q w (7) 20d R.S. NAILS a g U-j J o- 3-2x6 CORNER COLUMN J Q O _ O O O° O° O O O ° O ° O °O 41 DRAWN BY: KUNZ DETAIL #A DATE: 11/22/05 SCALE: 11/2"=1'-0" CHECKED BY., GUERRA _ e ° ° ° °O ° a _ ° s° ENDTRUSS DATE: 12/6/05 REVISED DATE; REVISED DATE: REVISED DATE: r . I : i / REVISED DATE' 6-20d R.S. NAILS N-, PER CONNECTION 9y`°~ •a'~ L' eG * Y 2-2x6 END COLUMN EXTENSION ~ .C O. TRUSS / BRACING PLAN 2 8- SCALE: TRUSS / BRACIN 3RACING PLAN LEGEND 1' 4' i - 54' S.C. TRUSSES @ 7 C. TRUSSES @ 7'-6" O.C. TYPICAL z - CONTINUOUS 2x4 V TINUOUS 2x4 LOWER CHORD TRUSS TIES APPROXIMATELY 3'- :OXIMATELY 3'-9" & 4'4" O.C. TYPICAL < - 2x6 DIAGONAL ENC 11AGONAL END BRACES APPROXIMATELY DETAIL #B SCALE:AS NOTED 7'-6" & 6-0" O.C. TYf & 6-0" O.C. TYPICAL SCALE: 1 1/2" = 1'-0" SHEET NO. S2 OF S7 OFFICE..- CUTCHOGUE, NY JOB NO. 20' 6" 39'-0" 20'.6" 4p'- 128-0766 i 5.4' WIDE (ZONE 2 & 3'6N3'6" CUPOLA 5.4' WIDE CUPOLA (ZONE 2) (ZONE 2&3) h (ZONE 1) CL: (ZONE 3) FIBERGLASS SHINGLE ROOF N a (ZONE 2( m O ~ (ZONE 3) Z w MR Z 5" O.G. GUTTERS O T#155 a 1 /2 PANEL SKYBELT T#167 TRANSITION TRIM V 4" BATTEN z 12" VERTICAL HARDI PLANK 1 "x4" TRIM BOARD ~ 1 1 ` ~ 1 1 r z 4 6 W 69.2' WIDE (ZONE 4) 1 3 6E 5.4' WIDE J 5.4' WIDE (ZONE 5) NORTH ELEVATION (ZONE 5( 4E / 1 1 2 Z t_ 5.4' WIDE 5.4' WIDE 2 1 (ZONE 2 & 31 ~ 3'6"x3'6" CUPOLA ZUPOLA (ZONE 2 & 3( 5 (ZONE 2) (ZONE 1) 7 ~ 1; (ZONE 3) MWFRS FIBERGLASS SHINGLE ROOF Reference Corner J (ZONE 2( m w O (ZONE 3) O U ~ 5" O.G. GUTTERS Q/ T#155 1/2 PANEL SKYBELT Q xO T#167 TRANSITION TRIM 7 m 4" BATTEN L O 12" VERTICAL HARDI PLANK I ~1 y 1 "x4" TRIM BOARD ~J Z;;5 Z W 2 w a 69.2' WIDE (ZONE 4)) -I I- Lu "s 5.4' WIDE 5.4' WIDE (ZONE 5) SOUTH ELEVATION (ZONE 5) J 5.4' WIDE 5.4' WIDE WIDE (ZONE 2& 3) ~ (ZONE 2 !&3)~ DRAWNBY: KUNZ DATE: 11 /22/05 CHECKED BY., GUERRA DATE: 12/6/05 5.4' WIDE 1-. T4150 DRIP EDGE 5.4' WIDE 12 r~l T#150 DRIP EDGE REVISED DATE: (ZONE 2 & 3) 4 T8144 FASCIA TRIM (ZONE 2 & 3) 4 REVISED DATE' T#144 FASCIA TRIM REVISED DATE: REVISED DATE.' i CEDAR SHINGLES TTI I TRANSITION TRIM CEDAR SHINGLES T#1 I TRANSITION TRIM VERTICAL PLANK ,,~~++VyONYY- I'k4" TRIM BOARD VERTICAL PLANK ,.~OF N~ 4 I"z4"TRIM BOARD jy1W'~'D t. dG O i*. 0.jv 43.2' WIDE (ZONE 4) 43.2' WIDE 43.2' WIDE (ZONE 4) 5.4' WIDE 5.4' WIDE 5.4 WIDE I 5.4' WIDE SCALE., AS NOTED (ZONES) WEST ELEVATION (ZONE 5) (ZONE 5) EAST ELE AST ELEVATION (ZONES, 2' 8' SCALE: SHEET NO, V 4' 16 S3 OF S7 OfFICE: CUTCHOGUE, NY GABLE PURLIN FLASHING SHINGLES (4) 2 1 /4" R,W. OR 16d R.S. NAILS JOB NO. T# 150 GABLE TRIM 2x4 PURLINS @ 16" O.C.Q (4) 2 1 (NO. 2 SPF) 128-0766 2x6 FASCIA (1) 20d R.S. NAIL THROUGH STRAP m SHINGLES T#144 & T#146 TRIM USP RT4 HURRICANE , (1) 20c (9 (D & ITC SOFFIT ANCHOR Q Q @ 2' ELAND & INTO BRACE (2) ROWS OF SELF-ADHERING WATERPROOF 2' END BRACE STRAP W/ PRE-PUNCHED ° MEMBRANE BEGINNING AT OVERHANG WITH i HOLES HOLES (BEND TO FIT) FASTENED W/ m TRUSS IN COLUMN (1) LAYER OF 15# ROOFING FELT ON THE HI-RIB/SOFFIT CAP TRIM i )3) 1 1 REMAINDER OF THE ROOF I x6 TRIM BOARD i (3) 1 1/2" R.S. NAILS SADDLE @ 54' END TRUSS LAMINATED COLUMN 2x6 DIAGONAL BRACING FASTENED Q 1/2" CDX PLYWOOD SHEATHING i i 2x6 DL TO COLUMN W/(4) 16d R.S. NAILS 0- w i i O 2x4 PURLINS @ 16" O.C. 2-2x6 E.C.E. TO CC 54'S.C. TRUSS © O (NO. 2 SPF) , 54' S.C 2zI BEV. PURLIN Z w - - - - - - - - - - - - - - - - - - WIRE MESH - - - - - - - - - - - - - - - z T#150 DRIP EDGE ADDL. 2x6 NAILER O a 2x6 BEV, FASCIA 2x4 TRUSS TIE 5" O.G. GUTTERS 2x6 UPRIGHT z T#144 & 146 54' CCP S.C. TRUSS Q FASCIATRIM _ i is SOFFIT CE CEDAR WALL SHINGLES 1 1 1 HI-RIB/SO SOFFIT (3)1/2"x51/2"M. BOLTS& CEDAR WALL SHINGLES FN 7/1 6p' OSB LJLJ 3'5" (12) 20d R.S. NA ILS CTION IS THE SAME AS ::::~l 2x6 OVERHANG NAILER 2'-7 3/8" T#167 TRANSITION TRIM N "A" EXCEPT FOR 2x10 TRACK GIRT J~L_ MS AS NOTED. T#71 TRACK COVER v ! _ 3-2x6 LAMINATED COLUMN 51M TRACK cl~ Z~ 3'-1"SIDELITES (CUT 3x4 TRACK BLOCK 12'-0" u TO GRADE 2 PER 6-5" PANEL) 2x4 NAILER @ 16" O.C. 1 1 1 1 /2"x2" BLOCK & T#74 Z FILLER STRIP T#23 JAMB TRIM Q VERTICAL HARDI-PLANK T#167 TRANSITION TRIM 3-2x6 JAMB COLUMN FILLER STRIP 7116" OSB & BUILDING WRAP@ 2x4 NAILERS @ 16" O.C. (D W 2x3 JAMB (BEYOND; (BEYOND) (2100f MSR SPF) @ 7/16" OSB & BUILDING WRAP BOTTOM 2' TREATED) ! 1 2x2 VERTICAL BLOCKING LLJ SLIDING DOOR HEADER SECTION C m o 14'-0" AT COLUMN LOCATION SCALE: 1"= 1'-0" = Q GRADE TO HEEL 12" VERTICAL HARDI-PLANK U~ Qa 2x6 FLAT BLOCK W/ADD'L 2x4 NAILER zm a TREATED COLUMN STIFFENER APPLIED 2x4 FLAT BLOCK UPPE UPPER COLUMN ON THE RIGHT SIDE OF THE COLUMN Z AS VIEWED FROM THE INSIDE. (SIDE 1 1 1 = WITH THE LOWEST SPLICE CUT) Q 45° BE a 45° BEVEL AT TOP w 4'-5 1/8" 3/4" T&G PLYWOOD 0 g U_j I I' 2'-81/2" - (1) ROW 2x8 TREATED SPLASHBOARD De J^ J 18" LOWEST 2x4 BEV. STIFFENER MEMBER CUT-OFF 2x8 TREATED BASEBOARD 3'-0" LONGER LOWER LOWE LOWER COLUMN 2x8 TREATED TAPERED LINER BLOCKS FINISH GRADE 1~ FINISH GRADE 71/4„ LOWEST LOWEST SPLICE CUT 6'-0" ORAWNBY.- KUNZ NOTE; DATE: 11 /22/05 NAIL STIFFENERS TO BUILDING 3'-0" LONGER LOWER COLUMNS 8" O.C. STAGGERED CHECKED BY: GUERRA INSIDE OUTSIDE WITH 20d GUN NAILS. PLACE 6 DATE: 12/6/05 ADDITIONAL NAILS NEAR THE _ _ COLUMN SPLICE. REVISED DATE.' _ REVISED DATE.' 7'-0" REVISED DATE: 45° BEVEL C 45° BEVEL ON BOTTOM \ dOFSTR/~^ REVISED DATE 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM READI-MIX CONCRETE ~,_ou ..Wall BELOW BOTTOM OF LOWER COLUMN WITH .,ittrr~•`OF N Y 230M (14 GA.( COLUMN STILT QQ ADDITIONAL READI-MIIX TO TOP OF 21 BM STILT (9"±). TILT (9" ,~r~6.~P~ •O ~ 'Y,~' TTOM OF 13" THICK MINIMUM READI-MIX CONCRETE 18"0 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF BELOW BOTTOM OF LOWER COLUMN WITH LOWER COLUMN IN ONE OPERATION. ADDITIONAL READ]-MIX TO TOP OF 230M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM ENDWALL SECTION B 30"0 OF LOWER COLUMN IN ONE OPERATION. SCALE: 1/2" = 1'-0" NOTE: FOR FOOTING DIAMETER, STILT SPECIFICATIONS, Melm AND AMOUNT OF READI-MIX, SEE PLANS, SIDEWALL SECTION A C COLUMN SPLICE STIFFENER DETAIL SCALE: 1/2" = V-0" SCALE: AS NOTED SHEET NO. S4 OF S7 OFFICE: 7~„T CUTCHOGUE, NY 0 7'v JOB NO. II ,T 128-0766 O I,) 2x4 PURLIN 4 PURLIN 60d R.S. NAIL 2.5. NAIL / U yo0 2x4 TRUSS TIE II ANCHOR II USP RT4 HURRICANE ANCHOR ND PURLIN add 60d R.S. NAIL / W/(4 HOED 10 TR 1 2' RSDNAILS N '.S. NAILS TRUSS 20 GA. GALVANIZED m p \ \ PURLIN CONNECTOR 20 go. GALVANIZED LOWER TRUSS CHORD o PURLIN CONNECTOR w \ (D p• . Z / DC Z o' (1)#9x1"TRU-GRIP SCREWO a GRIP SCREW ON PEAK SIDE AND GRIP SCREWS ON EAVE SIDE OF I TRU-GRIP SCREWS PURLN IN HOLES SHOWN (JC -ES SHOWN (JOINT MUST BE TIGHT FASTENING CLIPS NING CLIPS Z ~ (1 J #9xV TRU-GRIP SCREWS ON PEAK SIDE AND 5.4' BEFORE O! (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL z 2x4 TRUSS TIE DETAIL W Ln f=r z Z k RT4 CLIP W ADDITIONAL 2x6 NAILER U m LLJ 0 20d R.S. NAIL THROUGH z 0 STRAP INTO TIE , 5.4' Ic (3)11/2"R.S.NAILS 2'LONGENDBRACE STRAP 54' WIDE PURLIN LAYOUT DETAIL o _ THROUGH STRAP j (4) 2 1/4- R.W. NAILS NOTE: 0 RT4 CLIPS TO BE USED ON FIRST THREE ROWS OF PURLINS FROM SIDEWALL, FIRST FOUR ROWS FROM PEAK, AND AT PURLIN TO Z 0 O END TRUSS. a L-U = w w 2x4 TRUSS TIE a 0 s 2x4 TRUSS TIE TO ENDWALL DETAIL J J ROOF STRUCTURE FASTENING SCI JG SCHEDULE Q (D 1/2" COX PLYWOOD TO 2x4 PURLINS 0.113x1-3/4" RING SHANK "RING SHANK COIL NAILS GO 12" O.C., 6" O.C. @ PANEL EDGES 20 go. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS GRIP SCREWS ORA WN BY.• KUNZ 3-2x6 LAMINATED COLUMN 2x4 PURLINS TO TRUSS 0.200" x 6'(60d) RING SHA 60d) RING SHANK NAILS IN PRE-DRILLED HOLE DATE: 11/22/05 1 114"x1 1/4"x14 GA. SUPPORT ANGLE 0 RT4 HURRICANE ANCHOR TO 2x4 PURLINS (4) 0.135 (8d) x 1-1 /2" RINC J) x 1-1 /2" RING SHANK NAILS FASTENED TO COLUMN AT EACH RT4 HURRICANE ANCHOR TO TRUSS (4) 0.135 (8d) x 1-1 /2" RINC CHECKED BY.' GUERRA CORNER WITH (3) .1480 x 2" U) x 1-1 /2" RING SHANK NAILS STAINLESS NAILS. (12 TOTAL NAILS © 54' STRAIGHT CHORD TRUSSTO COLUANN (3) 1/2"x5 1/2" MACHINE B /2" MACHINE BOLTS DATE: 12/6/05 PER COLUMN) (12) 0.177" x 4" (20d) RING c 4" (20d) RING SHANK NAILS REVISED DATE: 14 GA. CHANNEL WITH 1/4" PLATED REVISED DATE.• REVISED DATE: RrrrGLE rRIVET rDISTUORBED^SOIL REVISED DATE.' ''q`"" WALL FRAMING FASTENING SCHEDULE 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGURED HOLE. Di COLUMN STILT (14 GA.) TO COLUMN (13) 0.149'x2" (6d) STAINLESS STEEL RING SHANK NAILS VK NAILS OF NFL 2. POUR MINIMUM THICKNESS OF 2x8 SPLASHBOARD TO COLUMN (4) 0.17T' x 4" (20d) STAINLESS STEEL RING SHANK NAILS (9 SPL VK NAILS (9 SPLICE/ (3) 0.177' x 4" (20d) RING SHANK NAILS Q STANDARD CONNECTION pCd~ •D READI-MIX CONCRETE INTO THE 2x4 NAILER TO COLUMN (4) 0.149'x 3-1/2'(1 6d) RING SHANK NAILS Q SPLICE/ (3) 0.14 {PLICE/ (3) 0.148" x 3-1/2" (16d( RING SHANK NAILS 9 STANDARD CONNECTION * 'Ga r •O HOLE AS SPECIFIED. END TRUSS TO 2-2x6 END COLUMN EXTENSIONS (6) 0.177'x 4'(20d) RING SHANK NAILS 3. BACKFILL AND COMPACT THE 0 2x4 PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE LLED HOLE ( $710 EF ANNULAR SPACE AROUND THE Q RT4 HURRICANE ANCHOR TO END TRUSS (4) 0.135" (8d) x 1-1 /2" F21NG SHANK NAILS COLUMN TROM THE SITE. SOIL 7/16"OSB TO NAILERS I0.1 33xl NTERMEDIATE NAILERS,6"O.C.®PANEL EDGES y mimm STILT ISOMETRIC AUGURED =s SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP f CAP SOFFIT TO FASCIA T-50 MONEL STAPLES (21 PER PIECE SCALE: AS NOTED SHEET NO, S5 OF S7 OFFICE: CUTCHOGUE, NY 3-2"x6" JAMB COLUMN 3-2"x6" JAMB COLUMN JOB NO. KYNAR HI-RIB STEEL 128-0766 ~il II I 2x10 HEADERS II (V II II 0 II CREW EYE ~ II II P p LATCH HANDLE (BEYOND) I~ N SCREW EYE (BEYOND) cW ~ I C ~ II II O Z DI W ~ II II Z 3 I DOOR HEIGHT a N II II Z Q ~Y ~ III II 1 I 1 w II II z II II 7LLJ LATCH HANDLE (BEYOND) NOTE: SCREW EYE (BEYOND) *IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. rW Sd Z OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. 1 1 ~ II II I iV DOOR OPENING Z u k w @ TYP. DIAMOND "M" SLIDING DOOR U m ~o NOTE: z o 12'x10' DOUBLE SLIDING DIAMOND "M" DOOR SHOWN. U ~ DOOR SIZE MAY VARY, BUT GENERAL PRINCIPLE STILL APPLIES TO EACH DIAMOND "M" DOOR. Qa zm NOTE: a C7 ° GATE HOOK MUST BE FASTENED 1264 8" HOOK TO DOOR, NOT TO COLUMN C/~ Z LLJ = a INSTRUCTIONS g 1. SCREW NUT ONTO HOOK. Li-i 2. SCREW HOOK INTO LATCH BODY. J J Q 73/8" JAM NUT GATE HOOK LOCATION DIMENSIONS DRAWN BY: KUNZ (4 HOOKS PER DOOR, 2 PER PANEL) DATE: 11/22/05 CHECKED BY: GUERRA DATE: 12/6/05 1265 JAMB LATCH BODY REVISED DATE: 2'-8 1 /2 REVISED DATE: 3/8"x4' SCREW EYE* (NOTE: EYE HOOKS ARE f T ^ , ^ SPACED 32" 0. C. UP REVISED DATE.• VERITICAL RAIL REVISED DATE: 1 LAR-Ti MAINULt ~ylilli.. N OF,-, u Ini 3~~*~~• L aG ` 'p 2'-83/4' 1 1/4" PROTRUSION (MAX.)* t1 O. *INSTALL A 3/8"x4" SCREW EYE IN PLACE OF JAMB LATCH STRIKE PLATE. I INSTALL SCREW EYE 2-1/2" IN FROM EDGE OF INSIDE LINER FOR DOOR PANEL LAPPING JAMB 3". ADJUST ACCORDINGLY FOR 1-1/2" OR 3-3/4" LAP, OR IF 10 1 4V JAMB LATCH IS INSTALLED ON STALL FRONT LUMBER (SEE'STALL FRONT GRADE DETAILS AT ENDWALL' IN'HORSE STALLS & ACCESSORIES' SECTION). DRILL A 1/4" PILOT HOLE FOR THREADS DO NOT USE HAMMER. DRILL APRPOX. DUTCH D 1-1 /2" DIAMETER HOLE THROUGH INSIDE LINER TO COUNTERSINK SCREW EYE UTCH DOOR DETAILS SCALE. AS NOTED INTO LINER & 2x4 FRAME (1-1/4" MAXIMUM PROTRUSION). INSTALL AT HEIGHT SHEET NO. SHOWN BELOW. S6 OF S7 OFFICE: CUTCHOGUE, NY JOB NO. 128-0766 U ~ OoO. ~l W O Z D'nC Z V O Z w LLJ Z ce- W rv J ft-Ll 1 1/2" WOOD SCREWS OD SCREWS ® 19'0.C. AROUND PRIMETER OF WINDOW Z KEEP SCREWS A MIN. OF :WS A MIN. OF 4" AWAY FROM THE GLASS TO PREVENT Q THE GLASS FROM CRAG! i FROM CRACKING. 1 1~ 5'-8" 2x6 NAILER FA: 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B. SPLICE. W (2) 5'-8"x2'-9" SHEETS OF O.S.B. SHEATHING (FASTEN W/ 1 1 (FASTEN W/ 1 1 /2" SCREWS 19'0.C. EACH SIDE OF SPICE) F- J LLJ M O W ~ F O U ~ 2'-9" G. ~s Q o 5'-6" Z m a C/5 Z LLJ 2 Q ~ w a Q N Lu J Q DRAWN BY: KUNZ DATE: 11 /22/05 CHECKED BY, GUERRA DOOR DATE: 12/6/05 WINDBOURNE DEBRIS PROTECTION - DIAMOND "M" DOOR REVISED DATE'' REVISED DATE: REVISED DATE: REVISED DATE: Jam' ~`E OFNE;y C~ Y Ga 1 X12 ® S SCALE. AS NOTED SHEET NO. S7 OF S7