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HomeMy WebLinkAbout37802-Z QSjjFFp1�.c Town of Southold Annex 2/11/2014 P.O.Box 1179 co54375 Main Road o Southold, New York 11971 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 officed 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 ature TOWN OF SOUTHOLD 0061 SUFFo� , BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4 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 B� 85a4a 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 SUF of 1,r�o, TOWN OF SOUTHOLD BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE oy . o� SOUTHOLD, NY: BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 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 ACCY 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 i 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 CCOMPLETION OF THE WORK AUTHORIZED) 3 &0� PERMIT NO. 35 � Z Date DECEMBER 29, 2009 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF AN ACCY HORSE BARN AS APPLIED FOR PER ZBA DECISION # 5894 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 $ , 7 . 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 #11 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 thorized Signature ORIGINAL Rev. 5/8/02 C U Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT F E B 1 2013 • TOWN HALL 765-1802 BLDG. DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANC TOWN OF SOUTHOLD 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: l. 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 featu res. 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$50.003 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 $15.00 Date. February 5, 2013 New Construction: X Old or Pre-existing Building: (check one) .Location of Property: 55 Cox Neck Road. Mattituck House No. Street Hamlet Owner or Owners of Property: James J. Bisgett III Suffolk County Tax Map No 1000,Section 113 Block 0007 Lot 019.023 Subdivision r 3 Filed Map. Lot: Permit No. P l Date of Permit. 12/29/2009 Applicant: James J. Bissett III Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check e) Fee Submitted:$ 660.50. A is n Signa ure Eric J. Russ , Esq. , Attorn for App icant *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA i� roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 ;10% o, cou 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 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F3 Twist Lock Exit Fixtures 11 TVSS Other Equipment: PADDOCK, 4-cord and plug HID fixtures Notes: Inspector Signature: Date: Nov 25 2013 81-Cert Electrical Compliance Form.xls �j 7&D �pf SOpr�, �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND PION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] -FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CA— DAT (.P INSPECTOR 3��b2, �OF SOUL N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C- 6!� ":,P DATE INSPECTOR ' t Y e FIELD INSPECTION REPORT DATE COMMENTS fo y1/ �1b FOUNDATION(IST) -------------------------------------- FOUNDATION(2ND) i Jr0 cs� .. y ROUGH FRAMING& PLUMBING r 5-0 INSULATION PER N.Y. - STATE ENERGY CODE FINAL ADDITION COMMENTS IA- ( 10 l� . x a d M b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL "� Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO.�°Z I / Check Septic Form N.Y.S.D.E.C. ( Trustees Examined I ,20 Contact: Approved '20 Mail to: Disapproved a/c/Ci Phone: Expiration ,20 0 p building Inspector 'API,ICATION FOR BUILDING PERMIT Date ``'1 , 20 t ��1 INSTRUCTIONS ^N; a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. -(Sf&n dWof plicanf or name,if a corporation) (Mailing address of applicant) �� IUD--I 1 L 1oRbuilderState whether applicant is owner, lessee, agent, architect, engineer, general contractor, e ecti�cian,plumber Name of owner of premises a 1 J f S& (As on the tax roll or latest deed) If applicant is-a corporation, signature of duly authorized officer (Name.and-titl ofcorporate officer) Builders License No. Plumbers License No. -� Electricians License No. Other Trade's License No. 1. Locatio f landpp��?which ropo ed r will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block d`7 Lot , Subdivision Ml\ Filed Map No.Jt 1A Lot kJA- (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vke-D&kV,& W V 4 /l b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Coso) 11 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 _�1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Wk 7. Dimensions of existing structures, if any: Front • 1\ Rear A Depth gA Height UI(X Number of Stories Dimensions of s me structure with alterationor additions: Front Rear AA Depth Height Number of Stories 8. Dimensions of entire new construction: Front `J q Rear S� Depth B® Height Z-Lj 0 81 ' Number of Stories 9. Size of lot: Front 7 7 Rear 1 d� � Depth 10. Date of Purchase i D Name of Former Owner UV tc' %r�eki-P 11. Zone or use district in which premises are situated A(f— 12. Does proposed construction violate any zoning law, ordinance or regulation? YES >L NO 13. Will lot be re-graded? YES NO'X Will excess fill be removed from premises? YES NO�X 14. Names of Owner of premises Address Phone No. Name of Architect4__b ykezred Address Phone No 7a�-{-44G)6d Name of Contractor MW70kj , 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 BE,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY O LL S. 9-��.�..lJl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the &&u (Contractor,Agent, Corporate Officer, etc.) i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t fore me this //-- day of A/0 20 C/ Notary ublic *atureAp Claire L. Glew Notary Public, State of New York No. 01 GL4879505 Qualified ? . Suffolk Count Commission E,,pites Dec. 8, 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 approximatel0'. 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. y APPEALS BOARD MEMBERS �pF SO�Ty Mailing Address: Ruth D. Oliva, Chairwoman � QlG Southold Town Hall 53095 Main Road-P.O. Box 1179 Gerard P. Goehringeric Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Michael A. Simon �Q Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �'YCQOy�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS tJ TOWN OF SOUTHOLD Tel. (631)765-1809-Fax(631)765-9064 S 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 Oli (Chairwoman), Goehringer, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). Ruth D. Oliva �l 8/to /(0/116�, Approved for Filing SO!/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G �� Southold,New York 1 1 97 1-0959 �y��UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17th, 2009 FIRST NOTICE James J. Bissett II 323 Long Island Avenue Holtsville, N.Y. 11742 Adoo 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 pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,New York 11971-0959 �yCOUNT1,� 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 15t", 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 (Z� • TDY pF SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • �Q Southold,New York 11971-0959 �0 �yC4UM`I BUILDING DEPARTMENT TOWN OF SOUTHOLD December 181h 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 & BUILDING PERMIT## 32219 issued August 15A, 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 0820 QOOy 782 � 4595 Id _ T— 9.e3TOWN OF SOUTHOLD PROPERTY RECORD CARD X OWNER STREET VILLAGE DISTRICT SUB. LOT jawesL. '�' r f.7.. y:;.-++-• ram FORMER OWNER N f E ACREAGE S �f W TYPE OF BUILDING My)rl kL: FA j-,)t L t 1"t,t - RES. � � SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 9 14 CS 8 2 - s Y I Y f� + ,i d l�rJ a � Ito : 6 e� /; .�ir' -A B4TM COND%Rp& -4 - L U0 - c v {s �V NEW NORMAL BELOW ABOVE F a TA E TER Farm Acre Value Per Acre Value F O TA E l�L D , Tillable 1 - �'� BULKHEAD Tillable 2 3�' � �� DOCK Tillable, 3 / Woodland Swampland Brushland 4 l House Plot Total t� i I j . j . I - i I I -I i i . A Bldg. i Foundation Both Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch Roof Type i Porch Rooms t st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway Dormer O. B. -_oL�-. �- ��-- --.. _�_. _/�d 01 Young & Young NU 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 �V� Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect °� �° �eQUj a Douglas E. Adams, Professional Engineer \, r°ert M. NNQ�a��a N so � der oir \ RO,(\a�d;Q • -�Ohr� �\ �O�A2 �S o ov �. ,ma`s p g� c�10 \pj\P.'r'' 'CO`" ,�e � O �o O err OA v o Op15 A�FN O 9 7 a z c� PPS \1 diiG%=' GE p05 O-�C 9 i A '�'j0" �,p lriw �� G•t�°33` " � ,,�,.9R\''� Q 9 cos Sh- �\ \10V aGti r1 1Q ��,GN � R\�wA•� � yto�GpV1�' 'Ch gyp GRP i' \Kr' Y $yOG 0. Ole- e j PA jV OypP �,zs' \\ 5p' P00\- �pP , p,L. 9 r' 1 g?og, lA 9� O JM .rD O 9 � ° >�, > 9N N =Ng ti O' a�ai> NOTES `\ 1 AREA = 36A635 ACRES Ily 91 G \ • INTERIOR ROADWAY5 ff CULTIVATED NURSERY NOT SHOWN O O -ti N 0 O N \, SURVEYOR'S CERTIFICATION G \ 9� 00\„ • WE HEREBY CERTIFY TO JAMES SISSETT THAT THIS R N �1�,�Dr� SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF i o ► �'�°fir PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. i f O N - �, e r� y fTl HOWARD W. YOUNG, N.Y.S. L.S. NO. 455,13 lit 3 o \ N now or formerly Premium Wine Holdingg N q• V .rt SUR\/EY FOR � C) 9 s \`, o DAMES B I SSETT At Mott'ituck, Town of Southold Suf f of Ik County, New York ° \ 5 a-704650" W \ NGti County Tax Map District 1000 Section 113 Block 0-7 Lot IQ.23 \ „ W 5 S6 10'50" W 5 6-1°46'50" vq SOUND AVENUE`�UE 5 550p0 2D BUILDING FARM I T 5UR\=Y s 18 �4.3 FEB. 2, 2006 affi DEC. 14, 2004 F m AUG. 25, 2005 MAP PREPARED AUG. 14, 2003 a SCALE: I"=100' k 0 MONUMENT SET II MONUMENT FOUND 0— STAKE SET STAKE FOUND JOB NO. 2005-0515 $� DWG. 2003-0313—bp_rl s= NN~f Young & Young s 400 Ostrander Avenue, Riverhead, New York 11901 "g9W 631-727-2303 � Howard IF. Young, Land Surveyor W' Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect <� Ronald E. Pfuhl, Landscape Architect s �Of m �-r o O O,,IO 0 \, t10� N 0,,10'f f N I id .G. ,Ohs��, Q x O C 7 O /- 6 o g O o-moo Tf q Y,Kyf< , O a p , oz< 9 9 Ia 3<�N F 1� O � , �a - 410 P� LNG P00 SOM�^ Ch�Z 0"r 9 �Y i� POpL - � O S S S o0�9 U. W ' ' \ ` � NOTE J ��-< AREA = 36A635 ACRES s - `, VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) INTERIOR ROADWAY5 d CULTIVATED NURSERY NOT SHOWN `rHI5 SURVEY WAS PREPARD UTILIZIN& OFFICE DATA, AERIAL- ._., ._ PHOTO d FIELD SURVEY. O TEST HOLES ARE FROM SUBDIVISION MAP - "LONG MEADOW N "+ ESTAT'E.5" PREPARED BY PEGONIC SURVEYORS P.G. IN 19g0. o TEST HOLE #1 TEST HOLE #2 TEST HOLE #3 •• 0.01 0.01 0.01 9:S S ,\ s TOf�O1L ` SURVEYOR'S CERTIFICATION TOPSOILLOAM 1.01 2.0' 9N \ 4.0• LOAM LOAM \ Q� 0.0 4.0' 4.0' \ SAND i ` (�� (� w m SANDY CLAY GRAVEL '�` q N �Y� W• •Y SAND CLAY GRAVEL OOV 7.01 ` SAND \ 9N O ldmQ&ilO H GRAVEL SAND NG,= HOWARD K YOU N.Y.5. L.S. NO. 458q-5 <j� 45803 GRAVEL• \, M •J G E o 6 BLAND s now or formerly �► o \., N� Premium Wine Holdings LLC \ SURVEY FOR . TEST HOLE #IT TEST HOLE #2T 0.01 0.01 o �, JAMES B 155ETT TOPSOIL TOT''SOIL ; \ o At Mattituck, Town of Southold 2,0' 2.01 N 9�S \ a %0 Suffolk County, New York LOAM LOAM a.o• \ x 337•83 � 7 lot IQ.23 ' 5 9,1°46'50" W County Tax Map District IOOO Section 113 slack 0 CLAY \, 1 , ° ; �„ 5 8J°46 50" W 5OUNO AVENUE BU I L O1 I NCB PERMIT SURVE 5 g6 IO 50 .�., 6.0' S a3o0O'20" W ��x '6 Y BAWRUNYi- BAMCRIIN 1, g 5 '10°43 50�33` AUG. 25, 2003 j�a MAP PREPARED AUG. 14,2003 I'i.0' IT.O• ��o SCALE: 1'=I00' �01100% zsoz JOB NO. 2003-0313 s DWG. 2003-0313—L?p = MONUMENT SET ® = MONUMENT foUNo A STAKE SET A= `JAK" ' •_- OFFICE.- CUTCHOGUE, NY JOB NO. 128-0766 0 MORTON BUILDINGS GENERAL SPECIFICATIONS U (V 0% LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS m USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER o 1 '. O CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA AL ) ) \ Z a o w GUIDELINES AND AWPA STANDARD C28.THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND \ ~' O SHALL BE LAMINATED WITH STAINLESS STEEL NAILS, v FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE 7� (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE Z HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED LjLj THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN 1 1 1 BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). Z TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 LLJ , ! OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED, PRESSURE TREATED TO A NET RETENTION OF .6 " JJ _ POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA STANDARD C2. U �� FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR ~ Q BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. V) ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED U J NM AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 2001 NDSSIZE DESCRIPTION BENDING VALUE Fb W 1 1 1 Z AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT BUILDING CODE 2003 NY BUILDING CODE f- 0 2x4 NO. 1 & 2 SPF 1313 PSI w STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. USE GROUP U 2x4 2100f MSR SPF 2100 PSI Z 0 CONSTRUCTION TYPE VB 2x6 NO. 1 2. 2 SPF 1 138 PSI FLOOR AREA 4320SQ FT - - --"----"- ,-�- `_I---" TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, - - 2x6 NC. 1 SYP 1650 PSI CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. MEAN ROOF HEIGHT 20 FT. 2x8 NO. 1 SYP 1500 PSI .., � XQ BUILDING CATEGORY _ I 2x10 NO. 1 SYP 1300 PSI m ROOF SNOW LOAD* 31 PSF 2x12 NO. 1 SYP 1250 PSI GUTTERS - 5' K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH TRIM, q GROUND SNOW LOAD 45 PSF ALL 1950f MSR SYP 1950 PSI C d ON BOTH SIDES OF THE BUILDING. WIND SPEED (V3S) 120 MPH 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI v WIND IMPORTANCE FACTOR 0.77 3 1/2"x15" GLU-LAM 1650 PSI L�� ADDITIONAL NOTES EXPOSURE CATEGORY C 5 1/4"x16 1/2" GLU-LAM 2400 PSI Q 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART INTERNAL PRESSURE COEFFICIENT ±p 18 5 1/4"x19 1/2" GLU-LAM 2400 PSI OF THESE DRAWINGS. BUILDING DESIGN CONDITION ENCLOSED NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. Q H 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PEAK HEIGHT 24.81 FT W 8 PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS BUILDING VOLUME 66148 CU FT REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND WIND LOAD DESIGN ASCE 7 METHOD 2 CFPT1FI(-. A.TI0N OF NAILINCa & OJNNECTIONS n��xr�- R�^ ?l � Q CORRIDORS. ZONE 1 E 20.92 PSF i,4 � ;TM REQUIRED. � �+�:'� ;ti,, I:.yg 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING ZONE 2E -27.23 PSF DATE:_ c? S .G P 4lZONE4E -17.38 PSF LL CONSTRUCTION SHALL -464PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. ZONE 3E -18.59 PSF -- � 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB ZONE 5E 20.92 PSF MEIRT THE RECIUiREMENTS OF THE DRAWN BY.• KUNZ DRAWINGS OR SUPPLEMENTAL INFORMATION. MAIN WINDFORCE RESISTING SYSTEM ( ) ODES OF NEW YORK STATE 1 / a,�r rI ALL FORCES ACT NORMAL TO THE SURFACE ZONE 6E -17.38 PSF . r �''` DATE.- 1 1/22/05 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HYLAR 5000 IS A TRADEMARK OF (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 15.17 PSFI``' SOLVAY SOLEXIS. (MAXIMUM VALUE SHOWN) CHECKED BY.* GUERRA ZONE 2 -18.95 PSF �C ZONE 3 -14.13 PSF CUPANCY OR 3. I^. '�,` �iC' L` u DATE.• 12/6/05 CS2X4KK 07/05 REVISED DATE.• ZONE 4 -12.97 PSF USE IS UIV�.HVU�.. 4. FG"�;�L i'C.';, 5 REVISED DATE. ZONE 5 15.17 PSF UL BE CC.�f ( _ } ZONE 6 -12.97 PSF WITHOUT CER 1-IFICATE REQU ALL RENENTS OF TI „ICU' ' '=,,)7 THE REVISED DATE. 14.81, -23.53 OF OCCUPANCY J�.. . NEb11 ZONE 1 YORK STATE. NOT RESPONSIBLE FOR REVISED DATE.' PSF OR CONSTRUCTION ERRORS. ZONE 2 14.81, -40.95 DESIGN PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR SHEET INDEX COMPONENT&CLADDING WIND LOADS 14.81, -60.56 (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY (FOR ZONES SEE ELEVATIONS) DIRECT SUPERVISION AND THAT I AM A DULY�,, SHEET# DESCRIPTION ZONE 4 25.70, -27.88 x LICENSED/REGISTER PROFESSIONf�J��� r`'ti G1 OF G1 SPECIFICATIONS & SHEET INDEX PSF 257 U;�tDERV,�RITERSCERTIFICATE r•�' S1 OF S7 COLUMN PLAN ZONE 5 PSF 4 42 REQUIRED + `'� • • • •��' • • w S2 OF S7 TRUSS PLAN, TRUSS DRAWING, & DETAILS Q--oQ.I •O -'►' S3 OF S7 ELEVATIONS RONALD L. SU S4 OF S7 SECTIONS, DETAILS & FAST SCHEDULE * ROOF SNOW LOAD CALCULATIONS DATE: 12.07-(3 ;� E • • , RETAIN STC'�M WATT �. .� Ps = 0.7xCexlxPgxCtxCs R RUNOFF S5 OF S7 DETAILS & FAST SCHEDULE Ce = SNOW EXPOSURE FACTOR = 1.0 PURSUANT TO SEC'i ION 45-16C ''�► ;;e S6 OF S7 DETAILS I = IMPORTANCE FACTOR = 0.8 OF THE TOWN CODE. IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY S7 OF S7 DETAILS Pg = GROUND SNOW LOAD = 45 PSF PERSON UNLESS ACTING UNDER THE DIRECTION OF THE Ct = THERMAL FACTOR = 1.2 LICENSED ARCHITECT OR LICENSED ENGINEER TO SCALE.-AS NOTED Cs = ROOF SLOPE FACTOR = 1.0 SHEET NO.ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. Ps = 0.7>: 1 .Ox0.8x45x1.2x1.0 = 30.24PSF Gl OF G1 COFFICCE: CUTCHOGUE, NY JOB NO. 128-0766 to � Zo 01 � W m OZ � W Z 0 CL z w � W � z w � , N Z O � pO. O `^F N N M V h h 10 r_ U _— 7-41/2" T-6" 7'-6" 7-6" T-6" T-6" 7-6" T-6" 7-6" 7-6" 4'-101/2" � � = Q 'E'-� ck I I I I I 1'-0"NON-VENTED SIDEWALL OVERHANGS W A S4 1'-0"NON-VENTED ENDWALL OVERHANGS 3�_9,� — — — — — — — — — — — — — — — — 53�_9�� 04 � 5 o 16"W 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30"R 16"`'`/ COLUMN PLAN LEGEND = p A I ❑ -3-2x6 LAMINATED COLUMN LOCATION W/3'-Om" LONGER LOWER U S4 I F*_ m -3-2x6 LAMINATED COLUMN LOCATION W/SPLICE STIFFINER &3'-0" Q/ o LONGER LOWER 46'-41/2" o 16"R 16"R c 46'-41/2" ® - 3-2x6 LAMINATED STUB COLUMN LOCATION Q x I ❑ - (2) 4072 METAL CLAD DUTCH DOORS m QQ - (2) 15'xl2' DIAMOND 'M' DOUBLE SLIDING END DOORSzo z O - (2) 3'-6"x3'-6" FUNCTIONAL CUPOLAS W/ FANS - 160' L.F. 1/2 PANEL SKYBELT CD 16"S- 16" DIAMETER FOOTING W/ Z�; 5 0 38'-101/2" — �- 16"R 16"R -�— — 38'-101/2" PLACE (2)50# BAGS OF SACKRETE IN l 1 1 BOTTOM OF HOLE FOR PAD. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS 0 w 34' 1 1/2" 16"R 16"R 34'-1 1/2" WHEN SETTING. 16"R- 16" DIAMETER FOOTING W/ Q 'n 8"THICK MINIMUM READI-MIX CONCRETE ( 1 1 Is BELOW BOTTOM OF LOWER COLUMN WITH S4 I S4 DDITINAL PLACEO CONCRETE I BELOW AND ABOVE BOTTOM OF O LOWER COLUMN IN ONE OPERATION. Q 16"W- 16" DIAMETER FOOTING W/ MIX (5)50# BAGS OF SACKRETE WITH 2-1/2 C C GALLONS OF WATER. PLACE CONCRETE BELOW S4 S4 AND ABOVE BOTTOM OF LOWER COLUMN IN 19 71/2 I ONE OPERATION. USE 218M STILT. (CONCRETE MINIMUM COMPRESSIVE STRENGTH = 2500 PSI DRAWN BY.- KUNZ 16'R 16"R 19 71/2 )30"R- 30" DIAMETER FOOTING W/ DATE: 1 1/22/05 a I I 13"THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH CHECKED BY. GUERRA 14' 101/2" 16"R 16"R 14'-101/2"-�— — ADDITIONAL READI-MIX TO TOP OF 230M STILT (9"±). DATE.• 12/6/05 PLACE CONCRETE BELOW AND ABOVE BOTTOM g I R OF LOWER COLUMN IN ONE OPERATION. REVISED DATE.' ko S4 S4 REVISED DATE: REVISED DATE.• 7'-41/2" — 16"R 16"R — 7'-41/7' REVISED DATE.' 16"S „N 16"S 16"S _� >_ 16"SOF Ne 0'0' 1 b�y�/ 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30"R 30'R~ 16"W 0,0„ �P� •p,I, di �� O -a O• o 7'41/2" 7 6" 7'6" 7'6" 7'6" 7'6" 7'6" 7'6" 7 6" 7 6" 4'101/2" o- v N CV co ^ 0� 2' 8' SCALE: SCALE:AS NOTED COLUMN PLAN V 4' 16 SHEET NO. S 1 OF S 7 OFFICE.• CUTCHOGUE, NY 16x8 PL. TRUSS SPACING 7-6" O.C. TRUSS DESIGN SPECIFICATION: JOB NO. 18 GA. Truss has been designed b computer using the Purdue 128-0766 LIVE LOAD 28 PSF 9 Y p g DEAD LOAD 7 PSF Plane Structure Analyzer IAW current standards and ggg ° specifications of recognized engineering principles. °gg8 6-3" CEILING LOAD - PSF Trusses are manufactured by Morton Buildings, Inc. 12'-6" TOTAL LOAD 35 PSF %%gggg °°•g°° C, #I 18'-9" LUMBER SPECIFICATION (2001 NDS for Wood Construction): 0 2kI2 Lower Chord -- 1950f- 1.5E MSR Southern Pine 1 V Top Chord --- No. 1 K.D. - 19 Southern Pine Top Chord --- 1950f- 1.5E MSR Southern Pine 0_ N 9x1 1 PL. ° °°° °° Web Members-- No. 1 K.D. - 19 Southern Pine o• 0 oo °°,° ° TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): a— W WEB #1 ASTM A-653, Grade A 20 Go. and 18 Ga. where noted, co 2x6 galvanized steel Morton truss plates identified by a :E 2x4 WEB 1 1 xl 5 PL. hexagon stamped every 1 1/4"along the center of the plate. O Z Q/ w Z STIFFENER 1 lxl3 PL. o 000o RAFTER LENGTH 28'-3 15/16" O 10'-3" ooco0000 Webs are 2x4's except where noted. _ WEB #2 WEB #3 a 2x6 ° 4x5 P ° 5xl3 PL. 12 7 4 Z T C. #2 2k� CZ WEB #5 ° 2°° WEB #4 21 °a P,C #3 20x9 PL. 18 GA. 1 1 1 2k.6 4x5 PL. 16x9 PL. l l l 38�� 13x8 PL. 18 GA. � z 18 1 PL. WEB #6 °°°°g g '� 5x10 PL. 18 GA. 5x10 PL. g,g 1 bx9 PL. 16x8 PL. °°°°°°° `-,J °°°goo°°° °N °°°° 18 GA. gg °g° 9x9 PL. 18 GA. °g ° 8x10 PL. °°°°° °°° °°° S.B. ° °ggg l 1x13 PL. m° °°°°°°° °gggoo g°°°°°°° ° °° ° °° ° °g°°gg°°°°° °°°°° °°°°°° °°°°°°°° ° °°°°° 00 °°°°°O°OO°°00 o000o o0°°°° _ °°°°°°°° °°°° g°°°° °°°°°° L.C. 2x6 °°°°°°°° 15 1/2 °°°°° °°°°°° °°°°°°°°°g °ggggg°g°gggg ° g ° °°°° °°°°°° 1: go °°°°°ggggg °gg ° °°°°°° °°°°°° O° ° °°° °°°°°°°°°°°°°ogg°°°°°°°°°° o°°°°° °°°°°° ggg gggggg °°°°° ° ° ° g °°° >. - °°°°°° °°°°°°°° °°° °°° °°° L.C. 2x6 °°°°°°°°g°°°°ggggggguggggg Z gggg°° °°°ggg 4x5 PL. 4x PL. „ °,° gggggg 4x5 PL. 4x5 PL. 4x5 PL. 4x PL. 4x5 PL. 4x5 PL. CAMBER AT 3-10 3/8" 10'-5 1/4" CENTERLINE 1 3/4' Z j a 4 1/2"CROWN 16'-1 1 7/8" Q 26-10 1/2 3 54' S.C. CCP TRUSS r�r �-- SCALE: 1/2"= V-0" = u S2 (2) 20d R.S. NAILS IN OVERHANG FRAME E— OF- =- — o U 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER X I o TO OVERHANG NAILER WITH I(1) 16d R.S. NAIL EACH SIDE OI I m Ikk OVERHANG FRAME Z Q 0 2x6 OVERHANG NAILER END TRUSS L1 1 2 w (7) 20d R.S. NAILS o- In __ og 0 3-2x6 CORNER COLUMN -� O O = O O = O a O O = O = O = O I =O = 0 I DRAWN BY., KUNZ DETAIL #A DATE.' 1 1/22/05 I — — — — O — — SCALE: 1 1/2" = 1'-0" CHECKED BY.* GUERRA— — — END TRUSS DATE.- 12/6/05 O 4 REVISED DATE.- O I REVISED DATE.' REVISED DA TE.' o — — I ; � • � REVISED DATE.' 3 QQ I . 6-20d R.S. NAILS vat'° " i� ,e pF Nam► PER CONNECTION `Q�ti� J-o 4 2-2x6 END COLUMN EXTENSION ar' y O• TRUSS / BRACING PLAN 2' $SCALE: TRUSS / BRACING PLAN LEGEND 2"' `' oS 1' 4' 16' 54'S.C. TRUSSES @ 7'-6"O.C.TYPICAL 2 -CONTINUOUS 2x4 LOWER CHORD TRUSS TIES APPROXIMATELY 3'-9" & 4'-0" O.C. TYPICAL 0 -2x6 DIAGONAL END BRACES APPROXIMATELY DETAIL #B SCALE:AS NOTED 7-6" & 8'-0" O.C.TYPICAL SCALE: 1 1/2" = l'-0" SHEET NO. S2 OF S7 OFFICE.• CUTCHOGUE, NY JOB NO. 20'-6' 39'-0" 20'-6" 128-0766 5.4'WIDE 5.4'WIDE (ZONE 2 &3) 3'6"x3'6"CUPOLA (ZONE 2&3) 0 (ZONE 2) � !.�� U o (ZONE 1) %0 N (ZONE 3) FIBERGLASS SHINGLE ROOF 01 a_ (ZONE 2) W m O Z (ZONE 3) Z O 5"O.G. GUTTERS = T#155 a- 1/2 PANEL SKYBELT T#167 TRANSITION TRIM Z 4"BATTEN 12"VERTICAL HARDI PLANK Q/ 1"x4"TRIM BOARD L1 1 u7J Z 4 6 I ' , 69.2'WIDE (ZONE 4) } - to 5.4'WIDE l— 5.4'WIDE 4E Z (ZONES) NORTH ELEVATION (ZONES) 2 v 1-00 1 5.4'WIDE 5.4'WIDE 5 (ZONE 2&3) 3'6"x3'6"CUPOLA (ZONE 2&3) (ZONE 2) cl:f_ I (ZONE 1) uj (ZONE 3) FIBERGLASS SHINGLE ROOF M W F RS '. Reference v ! U O J Corner 1 1 1 (ZONE 2) F-- Q O (ZONE 3) ` _ U 5"O.G.GUTTERS 1171-00 O T#155 X 1/2 PANEL SKYBELT O T#167 TRANSITION TRIM 7 m 4"BATTEN L Q 12"VERTICAL HARDI PLANK a- 1"x4"TRIM BOARD 0 Z 1 1 1 _ Q to W d 69.2'WIDE (ZONE 4) � 8 J 5.4'WIDE 5.4'WIDE (ZONE 5) SOUTH ELEVATION (ZONE 5) 5.4'WIDE (ZONE 2 ID) (ZONE 2&3) 1 111 DRAWN BY.• KUNZ DATE.* 1 1/22/05 CHECKED BY.• GUERRA DATE. 12/6/05 12 T#150 DRIP EDGE 12 T#150 DRIP EDGE REVISED DATE.' 5.4'WIDE 5.4'WIDE (ZONE 2&3) 4 (ZONE 2 &3) 4 REVISED DATE.' T#144 FASCIA TRIM T#144 FASCIA TRIM REVISED DATE.* REVISED DATE.' CEDAR SHINGLES CEDAR SHINGLES T#11 TRANSITION TRIM Itti- T#11 TRANSITION TRIM OF N� VERTICAL PLANK VERTICAL PLANK PR �A 1 NN'TRIM BOARD 1"x4"TRIM BOARD ��►*. ��•O�"' JG� �` 43.2'WIDE (ZONE 4) 43.2'WIDE (ZONE 4) 5.4'WIDE L 5.4'WIDE 5.4'WIDE 5.4'WIDE SCALE.,AS NOTED (ZONE 5) WEST ELEVATION (ZONE 5) (ZONE 5) EAST ELEVATION (ZONE 5) 2' 8' SHEET NO. SCALE: M 1 4' 16' S 3 OF S 7 OFFICE.• CUTCHOGUE, NY GABLE PURLIN FLASHING SHINGLES T#150 GABLE TRIM 2x4 PURLINS @ 16"O.C.®3 (4) 2 1/4" R.W. OR 1 bd R.S. NAILS JOB NO. (NO. 2 SPF) 128-0766 2x6 FASCIA SHINGLES T#144 &T#146 TRIM USP RT4 HURf�ICANE (1) 20d R.S. NAIL THROUGH STRAP m i & INTO BRACE (2) ROWS OF SELF-ADHERING WATERPROOF (a SOFFIT ANCHOR @ i uo 2 END BRACE STRAP W/ PRE-PUNCHED / l 0 MEMBRANE BEGINNING AT OVERHANG WITH i i HOLES (BEND TO FIT) FASTENED W/ U (1) LAYER OF 15# ROOFING FELT ON THE HI-RIB/SOFFIT CAP TRIM i (3) 1 1/2" R.S. NAILS TRUSS IN COLUMN REMAINDER OF THE ROOF 1 xb TRIM BOARD i SADDLE 0_ N 0 1/2"CDX PLYWOOD SHEATHING 0 54' END TRUSS r i LAMINATED COLUMN 0. i i 2x6 DIAGONAL BRACING FASTENED M s 2x4 PURLINS @ 16"O.C. i TO COLUMN W/(4) 16d R.S. NAILS �— w O 2-2x6 E.C.E. (NO. 2 SPF) 54' S.C.TRUSS© co 2x4 BEV. PURLIN O Z WIRE MESH - - - - - - - - - - - - - - - - - - - - Q/ Z T#150 DRIP EDGE ADDL. 2x6 NAILER — — — — — — — — — — — — — — — — — O 2x6 BEV. FASCIA o 2x4 TRUSS TIE 5" O.G. GUTTERS 2x6 UPRIGHT z T#144 & 146 54' CCP S.C.TRUSS Q FASCIA TRIM _ is is SOFFIT CEDAR WALL SHINGLES Q� HI-RIB/SOFFIT CAP (3) 1/2"x5 1/2"M. BOLTS & CEDAR WALL SHINGLES NOTE: 1 1 1 3'-5" (12) 20d R.S. NAILS 7/16"OSB 1 1 1 2x6 OVERHANG NAILER THIS SECTION IS THE SAME AS 2'-7 3/8" T#167 TRANSITION TRIM SECTION "'A" EXCEPT FOR ^ ' Z THE ITEMS; AS NOTED. 2x10 TRACK GIRT W T#71 TRACK COVER " ) 3-2x6 LAMINATED COLUMN 51 M TRACK 3'-1"SIDELITES (CUT 3x4 TRACK BLOCK 12'-0" 2 PER 6'-5" PANEL) 2x4 NAILER @ 16"O.C. 1 TO GRADE U FILLER STRIP 1 /2 x2 BLOCK &T#74 z T#167 TRANSITION TRIM VERTICAL HARDI-PLANK T#23 JAMB TRIM& Q� FILLER STRIP 7/16" OSB BUILDING WRAP iQ 3-2x6 JAMB COLUMN 2x4 NAILERS @ 16"O.C. 0 2x3 JAMB (BEYOND; (BEYOND) W (2100f MSR SPF) is 7/16" OSB & BUILDING WRAP BOTTOM 2' TREATED) r^, , ` %0 v J 2x2 VERTICAL BLOCKING SLIDING DOOR HEADER SECTION C op W 2 14'-0" AT COLUMN LOCATION F— O GRADE TO HEEL x12"VERTICAL HARDI-PLANK SCALE: 1"= 1'-0" = O U � X 2x6 FLAT BLOCK W/ADD'L 2x4 NAILER m Zo TREATED COLUMN STIFFENER APPLIED CD 2x4 FLAT BLOCK UPPER COLUMN ON THE RIGHT SIDE OF THE COLUMN cf� Z AS VIEWED FROM THE INSIDE. (SIDE 1 1 1 = WITH THE LOWEST SPLICE CUT) Q w 450 BEVEL AT TOP a- 4'-5 1/8" 3/4"T&G PLYWOOD Q g W 2'-8 1/2" - (1) ROW 2x8 TREATED SPLASHBOARD 18" LOWEST 2x4 BEV. STIFFENER _J MEMBER CUT-OFF 2x8 TREATED BASEBOARD 2x8 TREATED TAPERED LINER BLOCKS FINISH GRADE 3'-0" LONGER LOWER LOWER COLUMN FINISH GRADE 7 1/4" LOWEST SPLICE CUT 6'-0" DRAWN BY.• KUNZ NOTE: DATE: 1 1/22/05 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: 7-0" 1�1�1— REVISED DATE: ��j-Ifs il1�r� G REVISED DATE: 450 BEVEL ON BOTTOM �0 OFST�j REVISED DATE: tiG 218M (14 GA.) COLUMN STILT (D 8"THICK MINIMUM READI-MIX CONCRETE • BELOW BOTTOM OF LOWER COLUMN WITH 7-0" oo�°�OF a • ' 230M (14 GA.) COLUMN STILT (D ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). p'�%� •R ° 13"THICK MINIMUM READI-MIX CONCRETE 18"O PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 3 y • • O G LOWER COLUMN IN ONE OPERATION. . BELOW BOTTOM OF LOWER COLUMN WITH p • ADDITIONAL READI-MIX TO TOP OF 230M STILT (9"±). :. r ' _ PLACE CONCRETE BELOW AND ABOVE BOTTOM EN DWALL SECTION B • OF LOWER COLUMN IN ONE OPERATION. 30"Q� SCALE: 1/2" = l'-0" NOTE: ti FOR FOOTING DIAMETER, STILT SPECIFICATIONS, all AND AND AMOUNT OF READI-MIX, SEE PLANS. SIDEWALL SECTION A COLUMN SPLICE STIFFENER DETAIL SCALE: 1/2"= V-0" SCALE.'AS NOTED SHEET NO. S4 OF S7 OFFICE.- II,,� CUTCHOGUE, NY O I y JOB NO. Ii2- II 128-0766 T O I`) 2x4 PURLIN 60d R.S. NAIL o 2x4 TRUSS TIE II ® � USP RT4 HURRICANE ANCHOR I FASTENED TO TRUSS AND PURLIN N 60d R.S. NAIL 0_ u W/(4) 0.131"x 1 1/2" R.S. NAILS TRUSS 20 GA. GALVANIZED M PURLIN CONNECTOR a_ w � 20 ga. GALVANIZED LOWER TRUSS CHORD o PURLIN CONNECTOR �m O Z � � •: o Q� w e Z o• o O (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND a' i (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT 7 BEFORE FASTENING CLIPS •G— � (1) #9x1"TRU-GRIP SCREWS ON PEAK SIDE AND 5.4' rl/ (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN. 1 1 1 (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL \ W 2x4 TRUSS TIE DETAIL W („ z � Q RT4 CLIP 11� ADDITIONAL 2x6 NAILERca Z H • 20d R.S. NAIL THROUGH = O STRAP INTO TIE 5 4' (3) 1 1/2" R.S. NAILS 2' LONG END BRACE STRAP 54' WIDE PURLIN LAYOUT DETAIL THROUGH STRAP d (4) 2 1/4" R.W. NAILS NOTE: Q X ,J RT4 CLIPS TO BE USED ON FIRST THREE ROWS Z m OF PURLINS FROM SIDEWALL, FIRST FOUR 0 ROWS FROM PEAK, AND AT PURLIN TO ' END TRUSS. y LjLj = uj 2x4 TRUSS TIE w Q N uJ 8 2x4 TRUSS TIE TO ENDWALL DETAIL --� ROOF STRUCTURE FASTENING SCHEDULE Q 0 1/2" CDX PLYWOOD TO 2x4 PURLINS 0.1 13xl-3/4" RING SHANK COIL NAILS @ 12" O.C., 6"O.C. @ PANEL EDGES Oz 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS DRAWN BY.• KUNZ 3-2x6 LAMINATED COLUMN @ 2x4 PURLINS TO TRUSS 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE DATE., 1 1/22/05 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE ® RT4 HURRICANE ANCHOR TO 2x4 PURLINS (4) 0.135 (8d) 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" RING SHANK NAILS CHECKED BY. GUERRA CORNER WITH (3) .148"0 x 2 STAINLESS NAILS. (12 TOTAL NAILS (3) 1/2"x5 1/2"MACHINE BOLTS DATE.• 12/6/05 PER COLUMN) © 54' STRAIGHT CHORD TRUSS TO COLUMN (12) 0.177"x 4" (20d) RING SHANK NAILS REVISED DATE.• 14 GA. CHANNEL WITH 1/4" PLATED REVISED DATE., RIVET TO SUPPORT ANGLE UNDISTURBED SOIL REVISED DATE.• REVISED DATE.' STILT NOTES WALL FRAMING FASTENING SCHEDULE 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN o���aye�sa a THE AUGURED HOLE. COLUMN STILT (14 GA.) TO COLUMN (13) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS OF Ne, ° 2. POUR MINIMUM THICKNESS OF ® 2x8 SPLASHBOARD TO COLUMN (4) 0.177"x 41" (20d) STAINLESS STEEL RING SHANK NAILS @ SPLICE/ (3) 0.177"x 4" (20d) RING SHANK NAILS @ STANDARD CONNECTION s co - •D d •f-�,,� READI-MIX CONCRETE INTO THE QQ 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (1 6d) RING SHANK NAILS @ SPLICE/ (3) 0.148"x 3-1/2" (l 6d) RING SHANK NAILS @ STANDARD CONNECTION `r 10 HOLE AS SPECIFIED. io END TRUSS TO 2-2x6 END COLUMN EXTENSIONS� (6) 0.177"x 4" (20d) RING SHANK NAILS ' _ �• r ,� 3. BACKFILL AND COMPACT THE 2x4 PURLIN TO END TRUSS 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 4� ANNULAR SPACE AROUND THE Q RT4 HURRICANE ANCHOR TO END TRUSS (4) 0.135" (8d) x 1-1/2" RING SHANK NAILS �f STILT ISOMETRIC COLUMN TO GRADE WITH SOIL 7/16"OSB TO NAILERS 0.133xl 3 4 RING SHANK COIL NAIL 12"O.C. AUGURED FROM THE SITE. INTERMEDIATE NAILERS, 6"O.C. @ PANEL EDGES eta SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP Q SOFFIT TO FASCIA T-50 MONEL STAPLES (2) 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. I I I I I I KYNAR HI-RIB STEEL 128-0766 III III ' 7�71I I I I 2x10 HEADERS � II II Lo N I I U v o• CREW EYE I I Q_ U � � O I I I I LATCH HANDLE (BEYOND) a— C14m i SCREW EYE (BEYOND) ca W II II � z w I I I I � Z I 10'-0" I I o DOOR HEIGHT � II II w II II 7 Q I I L � II II w II II w z II II w II II � Z LATCH HANDLE (BEYOND) NOTE: II I SCREW EYE (BEYOND) *IDENTIFIES ITEMS THAT ARE NOT • PROVIDED BY MORTON BUILDINGS, INC. Lu 0- OR MORTON BUILDINGS'SUBCONTRACTORS Z I I I I AND ARE THE OWNERS RESPONSIBILITY. o v J - . DOOR OPENING U — c TYP. DIAMOND W" SLIDING DOOR U pp w -0 NOTE: = O 12'x10' DOUBLE SLIDING DIAMOND"M" DOOR SHOWN. U 0 DOOR SIZE MAY VARY, BUT GENERAL PRINCIPLE STILL APPLIES TO EACH DIAMOND"M" DOOR. o O zm � 0 NOTE: °- 1264 8" HOOK GATE HOOK MUST BE FASTENED O TO DOOR, NOT TO COLUMN Z w Q N W INSTRUCTIONS 0 `" 1. SCREW NUT ONTO HOOK. w8 2. SCREW HOOK INTO LATCH BODY. _.1 Q 3/8" JAM NUT GATE HOOK LOCATION DIMENSIONS DRAWN BY. KUNZ (4 HOOKS PER DOOR, 2 PER PANEL) DATE. 1 1/22/05 CHECKED BY.• GUERRA DATE.' 12/6/05 1265 JAMB LATCH BODY 2'-8 1/2" REVISED DATE.• 3/8"x4"SCREW EYE* � 49 - I :xL — (NOTE: EYE HOOKS ARE REVISED DATE.• SPACED 32" O.C. UP REVISED DATE.- VERITICAL RAIL) REVISED DATE.' LATCH HANDLE (� n 101/2" OF N II II cq, Y •�Pr Gam• 1 1/4" PROTRUSION (MAX.)* ( ,� 1 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 ���"�► ��r�� JAMB LATCH IS INSTALLED ON STALL FRONT LUMBER (SEE 'STALL FRONT GRADE 10 1/4" DETAILS AT ENDWALU IN 'HORSE STALLS & ACCESSORIES'SECTION). DRILL A 1/4" PILOT HOLE FOR THREADS -- DO NOT USE HAMMER. DRILL APRPDX. 1-1/2" DIAMETER HOLE THROUGH INSIDE LINER TO COUNTERSINK SCREW EYE DUTCH 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 ' o U c01 o ^ M W m OZ w Z O CL V z LLJ � W z LLl 0 Vn') - = 1 1/2"WOOD SCREWS @ 10"O.C. AROUND PRIMETER OF WINDOW U KEEP SCREWS A MIN. OF 4"AWAY FROM THE GLASS TO PREVENT --- THE GLASS FROM CRACKING. Q 5'-8" (2) 5'-8"x2'-9"SHEETS OF O.S.B. SHEATHING 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B. SPLICE. ' ' , -- (FASTEN W/ 1 1/2"SCREWS 10" O.C. EACH SIDE OF SPICE) 12 J h a/ o 5'-6" - O O '/l I V/�, 2'-9" LL.J LLI L1J DRAWN BY.• KUNZ DATE: 1 1/22/05 WINDBOURNE DEBRIS PROTECTION! - DIAMOND "M" DOOR CHECKED BY. GUERRA DATE: 12/6/05 REVISED DATE: REVISED DATE.' REVISED DATE: REVISED DATE: OF jy 40 O G�• g .r� trin"I e I SCALE.AS NOTED SHEET NO. S7 OF S7