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HomeMy WebLinkAbout30209-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30717 Date: 01/26/05 THIS CERTIFIES that the building ACCESSORIES Location of Property: 5900 VANSTON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 1, 2004 pursuant to which Building Permit No. 30209-Z dated APRIL 2, 2004 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 ALTERATIONS TO EXISTING NON-HABITABLE BOAT SHED AS APPLIED FOR & AS PER CERTIFICATION OF SAMUELS & STEELMAN, ARCHITECTS DATED 12/01/04. The certificate is issued to CHRISTOPHER PIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2006462 12/03/04 PLUMBERS CERTIFICATION DATED 12/01/04 PERFECTION PLUMB.&HEATING 1 ut rize Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30718 Date: 01/26/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 5900 VANSTON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 1 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 1, 2004 pursuant to which Building Permit No. 30209-Z dated APRIL 2, 2004 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 ALTERATIONS TO EXISTING NON-HABITABLE BEACH SHED AS APPLIED FOR & AS PER CERTIFICATION OF SAMUELS & STEELMAN, ARCHITECTS DATED 12/01/04. The certificate is issued to CHRISTOPHER PIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2006462 12/03/04 PLUMBERS CERTIFICATION DATED 12/01/04 PERFECTION PLUMB.&HEATING riz d sigfiature Rev. 1/81 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. 30209 Z Date APRIL 2 , 2004 Permission is hereby granted to: PAUL & WF MAGHAZEH 77 82ND ST BROOKLYN,NY 11209 for ALTERATIONS TO AN EXISTING NON-HABITABLE BOAT SHED & BEACH SHED AS APPLIED FOR PER DEC AND TRUSTEES . 2 COS REQUIRED SIMULTANIOUSLY W/ FLOOD PERMIT at premises located at 5900 VANSTON RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0001 Lot No. 002 pursuant to application dated APRIL 1, 2004 and approved by the Building Inspector to expire on OCTOBER 2 , 200 _ - Fee $ 250 . 00 hori Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, 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. Q New Construction: Old or re-existing Building: J (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property. ' Suffolk County Tax Map No 1000, Section ,r_ _Block Lot a Subdivision Filed Ma -(5 m4 N e*- � P Lot: Permit No,-3 ©aj Q Q _t Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App li t Signature 15 Co 2-- 30 ? 1 ? Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 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 certificat of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall*state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. Q New Construction: Old or re-existing Building: " (check one) Location of Property. House No. Street Hamlet Owner or Owners of Property. ' 10 Suffolk County Tax Map No 1000, Section___jj $'^ —Block Lot Subdivision Filed Map. Lot: Permit No. m Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applit Signature Q.e � o -Z 36 ? 1a' TEL. 765-1802 m �o���FULkIpGy TOWN Or SOUTHOT-D OFFICE,OF BUILDING INSPECTOR P.O. BOX 728 cj 'TOWN IIALI. �► 0� SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Dates Building Permit No. &(; a4 OwnerAL'I S ��,� �,{� (please print) lluml�er (please print) I certify that the solder t.ised in the water supply system contains less than 2/10 of 1% lead. (pl tuber' s signature) Sivoto before me this �Q -day o -- - F" -- -1-9 � Notary Publ Notary Public , - County Now p 1 � t �rJ�PPN I L3rL3rL3pL LrL3 J�cJ�rJ�rJ�c1c1rJ�r�rJ�cJ�rJ�cPrJ�t1c1�lclr�cJticPcPcNcPrlryl F".I cPr.�cn�tl�rJrJ�cic.nt�rJ�rnrJ�r�rJr�cfr�ctc.ncfcl�rJ� c© 55 ATE F COMPLIANCE THE 5 BY THIS CERTIFICATE O 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 S S S 5 CERTIFIES THAT S S 5 5 Upon the application of upon premises owned by 5 5 SG & S ELECTRICAL CONTR. CHRISTOPHER PIA 5 P.O. BOX 215 600 VANSTON ROAD S 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 c� SLocated at 600 VANSTON ROAD CUTCHOGUE, NY 11935 5 SApplication Number: 2 Certificate Number: 5 PP 200646 2006461 S 5 Section: Block: Lot: Building Permit: BDC: NS11 5 � Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 C electrical devices and wiring, described below, located in/on the premises at: S 5 c� 5 First Floor,pool&beach house,Outside,Pool/Spa, 5 5�j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of December, 2004. 5 5 Name QTY Rate Rating Circuit Type 5 Miscellaneous 5 5 pool&beach house 5 Appliances and Accessories C Water Heater 1 0 4.5 KW 5 Traffic Light/Control Device 1 0 5 Motors 2 0 F.H.P. Furnace 1 0 Gas Panels 5 1 100 7 1 60 4 S 5 Wiring and Devices 5 Outlet 6 0 Fixture ? 5 Fixture 6 0 Incandescent 5 5 Outlet 10 0 General Purpose �5 5 Receptacle 7 0 General Purpose 5 5 Switch 5 0 General Purpose 5 Receptacle 3 0 GFCI seal 5 5 GFCI Circuit Breaker 1 0 15 amp Pool/Spa Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 oMrMP 11311 ����� ` c� ct�rJrJ�rJ�rJ�r.PrJcl�cl�rJ�rJ�r lc l�rJc.fc.(��.ic(.lrJ�rJ�cicPcPclr.��Pr..f�tJ�t1rJc.lc�rJ�rJ�r.J�rJtJ�cPcP tPtJ�c.fr frJ�r!@1�cP�.l�rJ�.l�rJ�'Nol r�rJ�rJ'r�cJ�rJ�rJ� I� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by 5 5 5 G & S ELECTRICAL CONTR. CHRISTOPHER PIA 5 P.O. BOX 215 600 VANSTON ROAD SSOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 5 Located at 600 VANSTON ROAD CUTCHOGUE, NY 11935 e�5 S 5 Application Number: Certificate Number: S pP 2006462 2006462 S 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 S 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of Selectrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor,pool&beach house,Outside,Pool/Spa, S em limited to electrical devices and wiring to the extent detailed 5 5 A visual inspection of the premises electricalsyst g �j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of December,2004. 5 Name QTY Rate Ratin¢ Circuit Type 5 5 Motor Control Center 0 0 20 amp Pool/Spa �5 5 Receptacle 1 0 GFCI 5 Cj Receptacle 1 0 20 amp Pool/Spa S Fixture 3 0 Pool/Spa 5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have Sfrequent test and/or repairs made by a qualified person. �7 S 5 S 5 5 5 S 5 S 5 S seal 5 S S 2 of 2 5 �Sj SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S A M U E L S & S T E E L M A N December 1, 2004 Southold Town Building Department FAX 765 9502 Town Hall Southold, NY 11971 Re: PIA RESIDENCE Vanston Road Cutchogue, NY 11935 Building Permits #29142 Z #29319 Z #30209 Z Attn: Georgia I hereby certify that all work on the above referenced residence, swimming pool, guest house/garage, boat house and beach shed was done in accordance with provisions of the New York State Building Code (as prevailing at time of permit issuance) and industry standards. I and my associate, Ural Talgat, have administered construction on the job and closely monitored all phases of the project. All structural elements meet or exceed the sizes specified by our documents, which were reviewed by Steve Maresca, PE of Hampton Bays, who operates as our consultant, and connections are appropriate. ED Pie � any further information you require. s � Th sti° OP NEO Note: hard copy will be sent for your records ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, NY 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360lama New Erin M. Crotty Commissioner March 11, 2004 Mr. Christopher Pia 4 Ashfield Lane Greenwich, CT 06831 RE: 1-4738-03155/00002 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, �^ 4 5 Laura J. Scovazzo Environmental Analyst LJS/ls DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03155/00002 0 EXPIRATION 8 ON FACILITY/PROGRAM NUMBER(S) PERMIT xPIRATION DATES) Under the Environmental March 31,2009 Conservation Law TYPE OF PERMIT■New ❑Renewal ❑Modification❑Permit to Construct ❑Permit to operate Article 27, 9; 6NYCRR 373: ■ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ tle Hazardous (Wast Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article Reclamation23,Title 27. Mined Land Management [3 Article 36: Floodplain Management ❑ Article IS,Title 15: Long Island Wells ❑ Article 24:Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ■ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Manai TELEPHONE NUMBER PERMIT ISSUED TO (203)7345217 Christopher Pia ADDRESS OF PERMITTEE 4 Ashfield Lane,Greenwich CT 06831 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER JMO Consulting,P.O.Box 447,Quo ue NY 11959-0447 631 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Pia property, 5900-6000 Vanston Road, Cutcho ue SCTM#1000418-1-2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Peconic Ba Munneweta Pond DESCRIPTION OF AUTHORIZED ACTIVITY: In-place replacement of 824 feet of bulkhead utilizing vinyl sheathing; remove two 50'timber groins and construct in- place two 45'vinyl groins a maximum of 18"above grade. In-place replacement of a 60'and a 121'timber jetty utilizing vinyl sheathing. Dredge existing 65'x 115'boat basin to four feet below apparent low water and place resul- tant 300 cubic yards of spoil landward of bulkheads as backfill. Remove 162'timber bulkhead and install 162'of 100- 200 pound stone armor at toe of bank. Remove 30'timber bulkhead and replace with 20'vinyl bulkhead. Remove 10'timber bulkhead and install 50'of 100-200 pound armor stone at toe of bank. Remove and replace 4,000 square feet of timber walkways. Remove 200 square feet of timber deck on north side of building and construct 200 square feet on east side of building. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions s ecified (see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMI RATOR: .ADDRES Region 1 H�dquarters,Bldg.#40,SUNY,Stony Brook,NY 11790-2356 Jo a nd T D SIGNATURE DATE Page 1 of 4 March 11,2004 SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. The storage of construction'equipment and materials shall be confined to the barge. No storage of construction equipment or materials adjacent to the project work site(s) is authorized 3. All peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads etc.shall be completed prior to placement of any fill material behind such structures. 4. Equipment operation below apparent high water is strictly prohibited. 5. Bulkhead constructed directly adjacent to vegetated tidal wetlands shall be jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. 6. There shall be no discharge of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or adjacent area. 7. During the dredging operation,the permittee and his contractor shall prevent spillage of sediment during excavation and haulage. Dredging shall be accomplished with a clam shell or other closed"bucket"equipment. 8. Excavated sediments shall be placed directly into the approved disposal site or conveyance vehicle. No sidecasting (double dipping)or temporary storage of dredge material is authorized. 9. Dredging is prohibited from June 1 - September 30 of each year to protect spawning shellfish and/or spawning finfish. 10. A filter fabric curtain weighted across the bottom and suspended on floats shall be positioned at the landward and seaward ends of the channel to Wunneweta Pond prior to removal and installation of bulkheads. These curtains shall be in place and functional prior to commencement of work and shall remain in place for two hours after the termination of work. 11. No excavation landward of the existing and proposed bulkheading is authorized. The installation of deadmen is not authorized for this project. The support for the new bulkhead shall be by helical screw anchors or"manta ray" anchors. DEC PERMIT NUMBER PAGE 2 of 4 1-4738-03155/00002 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York requite an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard,New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with-navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: ver plans 1-6 of 6 prepared by JMO Environmental Consulting revised 3/3/04. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03155/00002 4 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility.or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: -Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittes Responsible for Obtaining Other Required Permits . The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of-way that may be required to cant'out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification ortransferof this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the Issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03155/00002 n a T r a T U n SOUTHOLD TRUSTEES r '2 m b- Issued Torm=abac Date ainlo H i nZ: .,j ��� • Y THIS NOTICE MUST BE DPPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOlIYN OF SOUTHOLD SOUTHOLDI N.Y. livi llu TEL.: 765.1892 I � - Y 1. MAR-15-2004 19:09 FROM:JMO CONSLLTINQ 6533348 TO:7349249 P.2 1 .1i Board Of Southold 'Town Trustees SOUyHOLO, NOW YORK r• Dec. PERMIT NO. ..VA N DATE:. .... �. 15SUt:D TO CHRISTOPHER PIT.... . ........� ..�..._................_.... ..i.l ri...Yn N.1.«M4•«`.• r..rr■yam■H '! As State of Now YA 16431;and Chapter 404 of the Laws of the State of New Ywi 1"2., end the Southold To*n Ordinenoe en- filled. RE4ULAVINO ARD THE PLAC" OF 011MUCTIONS i IN AND ON TOWN WATERS AND PUBUC LANDS and the 1 REMOVAL OF SAND. GRAVEL OR OTHER MATERIALS FROM !ANDS UNDER TOWN'WATERS: and In accordance with the Reseh#tion of Tim-Vmrd adopted at a meeting We on _-Dec.-11p and 0► oa�ll daetkn of the scan of paid by C .irlsto�ha . ~~...................... .....,,....,.�.......... ......_. _...w ,....; ._.._ .�.... _ Cutchou, NH« ...,... N. Y. and $sblde to t6 YWM and ., hereof. r., ... - revere om Wed on 16 Soathoid t'" l+M! Ovow xes +end aermih folbaie+ca of bu0hvvv4a*►A.halMlfoamn ms6ova•p.b.v�rnnv pro v".f nv R�vMron�a low 001 ►Pn e+rn +..ane m �ro awe+►r�» "RPO Mb►twn.eswwvaMbiAMhvvoun�vl�vAa��°Y'+atom ill otvnow 1 of Iao e�� bt tOD700 M NW Mvrw s naanuuoi +Aad a of,a*"OWN tre.ro 00 on anv a. i 1' 10M13dYdMMM.sndaOPanunC 'P^�'�MJ.M.O. � n� yM a1I in aeovrdan detaeled specifications as presented in .tha originaHnyf���• IN WRN15S WHEREOF. 7%9 said Uard of Trustees lm►• uln.e p; f* Seat to be aifised, and thea Prat" to ir'rn+r of the said $card as of itis date* soweribed by lority be r Alberti. xm ski. Jr. -abstained l '�" ► Tr�attts . • I♦ � Vvv i � I v� I I♦�11 VN\VVI♦ LVI 1J 11\Vv 11V11 VJ1 IJ'1 VL�J 1 V• IJZJ,JJ 1 • l � MAR-15-2004 19:10 FR]M:SMO CORRJITING s5xvis M:0745249 P.3 walls WA CONDI?M TM Ipp man Certo her Pia neaidleag 5900-6000 Vanston Rd., Cutchoguc x, a peat•of die apaddeewdo+n fm do bbuaooe d &w Piumb does ad P w the 14- = r L Ttier rhes ssb tboeed of TkOft s and tba TO" of SWWa wss fdawd fno Uy "A wp d oc ddm far dams%d M* a&bw arab►we ►a •aw*of say Open adoa p Mp�d pe�naa- ado p00% *W Oe am ltitt,iawe VA at bb or 60 awe ovemok dwtisel aap wad sal b Oft lift . liq�d�•ad do so +�+ � f widt tipm tb.Celor Imdo eeeeodeew'saedtedoea eE die Doeeal of 7i'm o m of the 7bwar of&uftM L Mw eb Pa 1 dt L•vdM ft s•k/ebd of - ;24 - --iwr k WN&is ec odbnd so be dee admwtwd dleww•xegaind le wj*w dM w e& bvolw# bw•dwH d waMN, for wo mm"m arty be 086 oo the amd at a •!area Am +!. 11ot tbL 9 mek wbaatd be tatwfawd ladtdidedr.to °te.Idtnio wnyans aooaeanad� te'mdonk do a as pmjM I+t�altwd, peodd• adseedoa � ae�iewlq► oitnJntd d, no ebe weds ia+n bW wdll be swbjeet to dr bopadm sad wppvutld Of dw >QNW ar 107 ved rtenleoe�tpuweoe wade.the prowYloaa of the odaloft sppdadoo,a"be=a tac "Wood",of dib Pon* by t .m%doo of she aid DwA s. Ilm dm mW he 09 eaaewaeaabla 4tarf ren m w1kh aa.IRs = a a aadt of dw wade 6eaaee , 6, 7m dace&U be an b"dmm wide dw rdg% of dw pwblk w pw sod nem olms do bm&'ho! i a WO wed Irw w"w=AA 7. Thu B some apwadoww of do Tom of Sweebpld mgdm dw eemuW oWor slteewdws fo dw kesdwea at dao wweb bask mAmbo 4 of K ik ed aOW=of dw 8oaed of T:=K%dw. we& t+ou rime oweabk abeaeoaon tm eerlga 16% do add PWWIN a wit!bs ngwn4 mon dw oede%to ermov at ekes*6 week oe psojecie h.eeia statM 1!d�s wePeir.are to tris T*m • . cf Soathold. ', • . e. Tie the said Bond will be aodtlad by the Pamims m the oewapbdm.at the work NO, 9. Zbtu d+s Flrcmfttas w tU abode ell gem pomim sed cotaaad tbst away bw s e7dad sW piemeatd w dds punk wW& my be aim to melt wpoa irllatw to obeds mm Mr 11..-1'GCJCrt 19•JV rRUI"I.OVRL7CR 4VIYJIRVI I lUIY OJ1 IJ`t JC`T7 V• IJ10'?77 f•C'J MAR-15-MW 19910 FROM:JM CONSLU.TIN0 TO:73452x9 P.4 • A)bertJ.IUrupski,Pre iftne F � Town fIau James Mn8,Vim-President MORO Route 95 Artie Footer P.O.Box 1179 Ren Follwode Southold,Now York 119714MD Pegg A.Dickerson Telephone(6331)765-1882 Fax(631)766.1966 BOARD OF TOWN TRUSTEES TOWN OF SOUMOLn December 17,2003 Mx.Glom S.Just JM,0,Envimnmental Consulting P.U.Box 447 Quogue,NY 11.959-4447 RE: CHRISTOPHER PIA 5900-6000 VANSTON RD.,CMCHOG1l,T,B SCTM#118.1-2 Dear Mr.Just: The Board of?own Trustees took the following action during its reguku meeting hold on Wednesday,Decembew 17,2003 regarding the above matter: WMMEAS.Glenn E.Just on bobdfof CHRISTOPHER PIA applied to the Southold Town Tnxtees ft a permit under the provisions of Chapter 97 of the Soutbold Town Code,the Wstland Orclinsnce of tea Town of Southold,application,dated Novomber 20,2003,and, WKMAS,said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendedons,and, W M EAS,a Public Hearing was held by the Town Trustees with respect to said application on December 17,2003,at which time all interested persons were given an opportunity to he.hoard, std, WHEREAS,the Board members have personally viewed and are ramilier with the prcmisaa in question and the surrounding area,and, VMMAS,the Board has considered all the testimony and documentation submitted concerning this application,and, R'K-1-dea4 14:31 rKUM;UUKUEX UUNSIRUCTION 631 734 5249 TO:7346499 P:3/5 MM-15-2004 x9:11 F'POM:JMO CONSLLTIM wX37AB TO:7345249 P.5 � 2 WHEREAS,the structure complies with the standards set forth in Chapter 97 of tlsc Southold Town Code, WHEREAS,the Board has determined that the project as proposed will not of tct the health, aafety and general welfare of the people of the town, NOW AFORE BE 1T, RESOLVED,that the Board of Trustees approve the application,of C1T1 STOPHER PJA to reconstruct,in-place 924' of timber bulkhead utilizing vinyl sheathing,to reconsstruc,%in-piaee, two 50' timber groins utilizing vinyl sheathing,to reconstruct,its-place two timber jetties(60' and 50')utilizing vinyl sheathing,to dredge an existing 55'X 115'boat basin to-4' ALW,tic resultant spoil 300 cy.of sand shall be utilized as backfill for the reeoAst voted bulkhead as needed,to romove 162'of timber bulkhead and install 162'of 100-200 lb. stone along the bank, to remove 30'of timber bulkhead and install a 20'return utilizing vinyl sheathing,to rcrnovo 10' of timber bulkhead and to install 50'of 100-200 lb.stoma along bank,to reconstruct in-kind/in- place 4,000 sf of timber walks,to remsove an existing 200 st:deck,to construct a now 200 af deck and to install a temporary 10'X 1S'duck blind,and as depicted on the aite plan prepared by J,K0.Envimwmental Consulting Services last dated February 11.2004. Peadt to construct and complete project will expire two yeaxa from the date the permit is signed. Fees must be paid,if applicable,and permit issued within six months of the dente of this notifcatiov. inspections are required at a fee of$5.00 per inspection. (Sce attached schodule.) Fees:None truly years James King Vice-President.Board of Trustees JK/lms APR-1-2004 14:20 FROM BURGER CONSTRUCTION 631 734 5249 70:7346499 P:13 "_e9-2094 13:28 FRWI SMO CONSULTING 6533348 TOs7:,45299 AA-rt J.Krupski,ProWdont �FFkaC Town Nell James King,Vim f'"Aidnnt 58096 Route 25 Artie Footer � P.O.Box 1179 Ken PoUrvods Southold,Now York 11971.0909 PO'A.Diakmoo Telephone(631)766.1692 Paz(631)760.1388 BOARD OF TOWN TRUMES TOWN OF SOUTHOLD March 24. 2004 Mr. Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: CHRISTOPHER PIA 5900.6000 VANSTON RD., CUTCHOGUE SCTM0118.14 Dear Mr.Just, The following action was taken by the Southold town Board of Trustees at their Regular Meeting held on Wednesday, March 24, 2004: RESOLVED.that the Southold Town Board of Trustoes APPROVE the Amendment to Permit#5846 t4 restore the existing boathouses (30.6' X 18.4') and(20.4'X 12.4'), replacing the existing windows, siding,and to re-shingle the roof, and as depicted on the site plan prepared by Samuels 8 Steelman dated March 16. 2003. This is not a determination from any other agency. If you have any questions, please call our office at(631) 7651892. Sincerely. 4 ames King Wire-President. Board of Trustees JK:Ims BUILDING PERMIT EXAMINER CHECKLIST /I DATE REVIEWED: `� / 1- /04 APPLICANT:cemsj � DATE SUBMITTED: /x/04 SCTM# DISTRICT: 1,000, SECTION: BLOCK: _t _, LOT: _SUBDIVISION: ADDRESS: p � ,�4 _CITY: ZONING DISTRICT: CONFORMING? kS BUILDING PERMITS OPEN/EXPIRED: PRE CO:,Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE:1WREQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQREAR PROP. REAR 'Du Q. HEIGHT PROP. HEIGHT gE AC�1 � G• •s R-t._� PROJECT DESCRIPTION: , ESTIMATED PROJECT COST: CHITEC GINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE:* APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: P]E-DEC9/1 75 NO DTE: /�/4 PERMIT#:f-`f75f-6 rr SOUTHOLD TOWN TRUST or DTE: /�/PERMIT#: � TOWN ZONING BO PPRO 0 DTE:_/ % PERMIT#: TOWN PLAN. BOA APPROVAL: YES o 0 DTE / /_ PERMIT#: TOWN HISTORICAL CPRE (SPLIA): •YES NEW YORK STATE CODE COMPLIANCE AGE 2) ES or O NOTES: It I FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF .) SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (—�� SF)- (_._ SF)= SFX $ =$ +$ +$-4ezL= $ �_ 2. SF)- ( SF)— SFX $ '..- =$ +$ +$ = s 77, 3. (_SF)- _SF)= SFX $ FINAL TO NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW A11I00OR SCHEDULE: pl IS"IslST REQUIREMENTS: Y/N l /�SS 5.7 S.F.: Y/N Lf HT 8%: Y/N j VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) o 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATMN [ ] FRAMING [FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFE SPECTION REMARKS: z=-c;-,ti DATE / - / t � � s INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS � ■n FOUNDATION(1ST) rj- g,..7 0 y FOUNDATION(2ND) _ C . v O ROUGH FRAMING& PLUMBING � H INSULATION PER N.Y. r STATE ENERGY CODE H FINAL ' ADDITIONAL COMMENTS 7 z m •e O z x x ty i v w i,4 ur lb V.1 ,i tib.._ liUlLl�llvh 1'hKMl l AYt'1r1C A'1'lUN LH1rC;KL15' BI?ILDING DEPARTMENT Do you have or need the following,before applying TOWN HALLIt ` Board of Health OUTHO NY 1 � 1971 ^ _ _ . __._. � 3 sets of Building Plans TEL: 765-1802Survey PERMIT N0. �� ` Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved '20 Mail to: Disapproved a/c Phone: r ing r APPLICATION FOR BUILDING PERMIT - , INSTRUCTIONS Date 200 a.This application MUST be completely filled in by iypewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupan is issued by the Building Inspector. 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, Suffolkdounty,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 necesswly inspections.' (Signature of applicant or name,if a corporation) • (Mailing address of applicant) T\ 3 J State whethe plicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Y Name of owner of premises &'�_71 1--5 /� 7, I' 1-A (as on the tax roll or latest deed) a If applicant is a corporation, signature of duly authoriz6d officer (Name and title of corporate officer) Builders License No. 1 1 44,0 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed work will be'done: House Number Street Hamlet County Tax MaV 11000ection i Block Lot O `Z Subdivision �/ �1 r14— Filed Map No. Lot (Name) „ ---- —.... vvvurcultyl �� "71-CCX_�5��� ----•---_. b. httended use and occupancy �. Nature of work (check which applicable): New Building Addition Repair Removal Alteration___ _Demolition Oiher Work CN _ 1. Estimated Cost `j 00v (Description) Fee If dwelling, number of dwelling units (to be paid on filing this application) If garage, number of cars Number of dwelling units on each floor . If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height Number of Stories Rem Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front \` Height Number of Stories ---Rear---------.Depth Size of lot: Front Rear Aepth, epth0. Date of Purchase ( Name of Former Owne 1. Zone or use district in which premises are situated '(fSt 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded Will excess fill be removed from premi s: NO 4. Names of Owner oremises Name of Architec Address Phone No._ Addres Name of Contractor cv Phone No �— ddres Phone No. — 2- 5. Is this property within 100 feet of a tidal wetland. IF YES, SOUTHOLD TOWN TRUS *YES NO RMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) y :OUNTY OF �'Z J being duly sworn, deposes an (N ividual signing contra above named, d says that(s)he is the applicant i)He is the (Con tor, nt,Corporate Officer,etc.) f said owner or owners, and is-duly authorized to perform or have performed the said work and to make and file this iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be plication; erformed in the manner set forth in the application filed therewith. worn o bbfo_re me this 11 day of l 001/ Not Public sigrmUlre of Applicant Claire L.Notary Public, State lof New York No.01GL4879505 Qualified in Suffolk county commission Expires Dec. 8, 6 e,o.s /Le�w124A SNMUgk1d-'last. ` FLAG S 24 3g. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES #1 ` 45 • E l�Y U N N E l�Y E TA P O NAS2I RED AND CONDITIONS OF _ _102 45, sourHaoTowNtBA AP ROVED AS NOTED _ SOUTHOLD TOWN PLANNING BOA*ATE: 2 B P.p 2 7 'I fI 2L SOUTHOLD TOWN TRUSTEES FEE: 2 BV I FLAG #2\` E ____LL— _ �I�---�� S 32.40,25•' NOTIF BUILDING DEPARTMENT 73.50 u \`—$ _4506'6'1� — — — 6 C — E N.Y.S.DEC 765-1602 SAM TO 4 PM FOR THE - - - FLAG FOLLOWING INSPECTIONS: S S 26 .25'45 E - - _ -- --- - --" - -- 3 _ 9_,3 14.27' 1. FOUNDATION -FOR POURED CONORETQUIRED 6� S\e 2. ROUGH - FRAMING & PLUMBING FLAG S 55.19'05" E 3. INSULATION ' 10.49' 4. FINAL - CONSTRUCTION MUST v #4 `�\ FLAG BE COMPLETE FOR C.O. Lu �coN�'CAR�EYE - F - - - - - EXISTING ACCESSORY BUILDING ter# S 28'44'2p•• ALL REQCONSTRUCTION HALLREMENTS E ME H51 H51 -WALL FLAG- _ FLAG FLAG 6 — E YO�K SWTBJIE4 BNSIALE FOR _ _ _ _ — _ #8 DE G ST TION ERRORS. Q LAND NOW OR FORMERLY OF - - - - _ _ CONSTANCE D. MOORE MASONRY — _� STACK 1 STORRAM FG MASONRY 7TAX LOT 1 .3 BLDG BODC \ LANDING # FLAG V+ 6.35 US ISIPNLAWFUL #130 O W WIT OUT CER FIPATE p w OF CC'�PANC 2 !� p Q Q ° n OD ZONE p w ( EXISTING CO PLY WIT10 CHAPTER ° Z /v / U P L A N D A R E A FL OD DAMA E PREVENTION A� A? / _ FLOOD ZONE " AE" BASIN S TI*L,�TVN COBE. Q Y/ / y / /// � Q BLDG _ A CONSTRUCTION g6LL Z ~ ♦„r q� o.7•S - _ _ EXI5TING WALKWAY a MEET HE REOUIREMENjS OF THE TO BE REBUILT 0 CO ES OF NEW YOhK STATE. Ufa �V DOCK FLAG p � ,(n ,^ V / cE ` C TIFICATION�F O W 0 3 Q f� v+ \ NAILI G & CONNE TIONS Z A/ U ry L \ WOOD WOOD REQUIREC). W D STEPS RAMP / A/ TRUE POINT OF N \ WOOD I li A, _20-4s- BEGINNING N � � IiliEXISTING CONCRETE WALK Y DOG( FLAG / O D7 h 'i"I \ < #A7 f \ W O 10 O 3 J� \\ \ > � P �' _ \ FLAG M , \2>• U) �° ^ti \ 0 1 STORY WOOD #A2 i 20. A A V / A FLAG 3 FRAME STEPS FLAG � � 4S .. \ D R / \\ #A8 _ _ _ _ .�_ _ BUILDING #A3 i 1"_ \ F E K, FLAG FLAG 104. �- 4 Y dS,�'�'4'� ` \ \ #A5 #A4 os• v , DRIvevTAY I 1 v PARKING l \ N 80'4AREA D'30" E 2.99' N \ EXISTING'AGCE55ORY BUILDING v \ \\ "BOAT SHED" TO BE REFINISHED to I DRIVEWAY reNx•'+, t� \ d . w —J. > 8 - * '"r`}tr, h'."iii, \ T I D A L W E T L A N D S w FLAG y w • u }q? 1 #A7 T ( M A R S H � w • � m = i ` s; f S t FLOOD ZONE " AE" ¢ I. g a i iq r� 1� POOL \\ -- - SPLA M OA ED V RONMENDTAREAS DELINEATED to N7 • ; MASONRY STEPS 1 SERVICES LOCATED ON OCTOBER. 22 2002. 1 . u 1 E' ED RISrwlww 5d � TAX LOT § h�ce.A` I -- - -- - - -- - - - - - - - 1 .2 - - - - - --- - - - - - - -- - - - - - -- - - - � � ��� I ' , - - - -- __ _ �— A' U P L A N D A ''R E 'A i 100 FOOT SETBACK FROM EXISTING BEAGHSTAIRS 1 F FryI `I I - TIDAI, WETLANDS LINE, AND TO BE REBUILT FLAG { } I�fTl AS PROJECT NO: LIMIT, OF SOIi HOLD TOWN f_ , fr # I 22oa TRUSTEES 9JF�15DIGTION - - _ Il" I DRAWN BY: Ln o000000o MASONRY I EXISTING ACCESSORY BUILDING U7 L "BEACH SHED" TO BE REFINISHED CHECKED BY: TS I + 000OOQ0 - '_. isFLAG 1 DATE: #27 — 3 / 26 / 04 _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z O }0000_ -- - _ s - -- - �_ _ __ _ _ _ _ _ _ _ _ - - _ .� SCALE: FLAG — _ _ * _ _ _ _ 1" = 2O. _O.. FLAG #28 #29FLAG SHEET TITLE: 0. #26 - h WDDD oecK � - - - - - - - - - - - -- - - - -- - - - - - - - - STEP — _ PARTIAL WOOD - - - - - -- ._ - - - _- _ - - -- - WOOD WALK FLAG SITE STEPS - - - - WOOD #25 STEPS PLAN - - - - -- SHEET NO.: - 5.12' - - - - N 41 '53'30" W _ _ _ 29 29 - - _ _ N 36'47'35•' W GREA T PEC ON / C BA Y SITEPLA►N SCALE: 1" = 20'-0" 0 a M u EXISTING WALLS TO REMAIN WAWi 2424 EXISTINS PLUMBING FIXTURES TO BE REPLACED WITH NEM n ORESSINS FIXTURES H .� AREA r n ry e W„ 1 +s a CL o TCEI FLAT CEI ' ry LING EXISTINS INTERIOR 5HOWEIR Z COUNTERn TO BE RELOCATED TO THE 1 n EXTERIOR DECK W NON HABITABLE EXISTING WALLS 9 Y n TO REMAIN �. STRUCTURE IN MIF06066 WUF00066 WUIF06066 W >_ CATHEDRAL CEILINS EXISTING FLOORS TO REMAIN, REPAIR r � LJJ OR PROVIDE NEW AS REQUIRED, Z REFINISH ALL FLOORING LAI EXISTING FINISHES TO BE REPLACED, NON HAB _ INSULATION, AND ELECTRICAL TO BE AAHN WAM ITABLE Z UPDATED TO CODE "TYPICAL” LL n 2420_ 2420 ACCESSORY Q W a _ R1 NEM o STRUCTURE _ Yl9FOWAVN b STORAGE ry STRUCTURE n ERE°AIR OR PROVIDE NEA CARPET TO BERFL�G 2424 ROOM BOAT 0I ABOVE g AS REQUIRED, FINISH ALL FLOORING m , O ITEM5 NL J n EX157ING FINISHES TO BE REPLACED, O }A WAM WAWN INSULATION AND ELECTRICAL TO BE Z 2420 2420 UPDA71M To COVE I `PROVIDE 1-/4" WIDE 20 SA SIMPSON � W ® BEACH SHED •0 STRAP AT QF NEM CUPOLA z FLOOR PLAN BOAT SHED z � ry I® TQ 5n RQQF RAFTERS W 1' SCALE: 1/4" = -0•' FLOOR PLAN `� li SCALE: 1/4" = V -00' W11FD606B WIFD9066 W11FD6066 WEATHER 8 ]'-10" 1� VANE WEATHER LJ,� VAS U 6 NEW CUPOLA NEW CUPOLA O 9TIa1CTURE STRUCTURE NEKIEXISTING PAINTED PROVIDE I44O WIDE 20 SA 9IMPSON _- - STRAP AT CORNERS OF NEW CUPOLA TIED _-_ _--_____ C.� NEW WOOD WINDOWS N PAINTED A0 NEW WOOD WINDOWS -_ -. - - - --- _ _-__- PROVIDE I-IRA WIDE 20 NE WOOD TRIM REPLACE EXISTING WINDOW TO EXISTING ROOF RAFTERS � F— NDOAS WITH NBNiEXISTING PAINTED PAINTED WOOD TRIM v0 E EXISTING = NEN CUPOLALA nEDATO EXISTINS CORNER9 OF REMOVE EX15TING WOOD TRIM Q ® ® NEW PAINTED WOOD Q W W ROOF RAFTERS //� (� SIDING. PROVIDE NEW _ _ - - _- - _ -__- - -_ - - - __ _- - __ _ cn CEDAR SHINGLES ON - _ - _ _ _ _ _ _-__- _ .__ _ _ - -- ISM BUILDING PAPER ON _ _- - -_ -- .- - - - . - -- - - - - -- -_: - -�I�MOVE FJf1G71NG=RZ7DFINS_- NEN/EXISTINS WOOD ZL'CAR9HINSLI:RL3O1°IF78.01r - _�C� _ _ _ _ --_ __ - _PROVIDEI�LEDALATHIN6LE--- NRY-GEI7 - _ --SfN SHEATHING. -- - WfSOD L7.ill6iTItOOR-RAFTElZ4 - __ -_�- ._- _- _ POO) f .WOO64;AH(-BN--_ BHIFG{€72OpF = - !'10RAPTI & - - - -- - - -- - � ONi�'708RAF�TCR- s ROBF-RAS- - -Rav>'rst�t NEW/EXI9TIN6 -- - -- _ - - - --- r PAINTED WOOD _ - _._. _ - - _ - _-- - y a• ^� Q TRIM - _-- EI _ X r REPfOVE�7C15nNG �, < p - -9 DIN.--1� NEYI' 31DIR6. PROVIDE NEW - -_ W :14 19 4W1DH WUDH WUDH __ - _ CED-iLR'SFNNGLpSON-- E z '� _._ - - 2426 Z4Z6 2426 - - - - - -_ Z®AKSHIIIBL"E5 0N- ._BU-tFfii�APER - NUDH WUDM WUDH x z u REMOI�-EXISTNG.sU2N6. _ 150901LIPM PAPEf�- - ILD _ -_.- .. . - 7 W• u ui NEW/�X�9TINFr 90Z6 9026 9026 _.PROVIDE NFw MPAR.SHINSI ES- -aN TF4LEXfSTTR6_ wivx2 aF.t}HNS. -- - - - - - .aa..leM-BwLDINs-PAPex-ON- - - evbod 5r�7-CniG .• - _ -- - - -- - f w - -- - - - -- - NEr4 WJGTTtu AQOP-SHEATHING.-- -- -- - F _ _ ___ _ - WW O60 906 Wll 066 _ __- - - --_ _ Oc�y"e-FY19T1Nfs�121NG._PROVJDE.NCi9_ __ _ Q I-• U 3 ------ - ._. - _ _ -____ _ _ _ - . _ - -- _- CEDAR-SHINGLES-D!t BN..BIllLOING_PA2ESLN -- --NEWiE1fISTIN6 WOOD-9HEATHINfir _-.. - --- y y• BEACH SHED BEACH SHED BOAT SHED EAST ELEVATION BOAT SHED SOUTH ELEVATION P ' `•,f� WEST ELEVATION SOUTH ELEVATION SCALE: 1/4" SCALE: 114" = 1' -0" MATHER S SCALE: 1l4" = 1' •0" SCALE: 114" = V -0" ANE VANE NEM CUPOLA NEW taIPOLA STRUCTURE STRUCTURE _- - PROVIDE 1-1/4' MOE 20 6A _ -- PROVIDE I-I/4' WIDE 20 6A 51MP90N t SIMPSON STRAP AT CORNERS _ -- -- STRAP AT CORNERS OF NEM CUPOLA TIED -- -_ - OF NEW CWOLA TIED TO -_ - - - TO EXISTING ROOF RAFTERS NEW WOOD WINDOW NEW/EXI5TING NEW WOOD WINDOWS TO EXISTING ROOF RAFTERS TO REPLACE EXISTING PAINTED WOOD TRIM REPLACE EXISTING WINDOW ® ® ® TRIMPAINTED WOOD P OJECT NO: WINDOWS WITH NEWIEXIsnNS PAINTED 2208 WOOD' TRIM - _ -- - - - - - _ _ - - -- --- " NEWEXISTINGOIV- -- - ._--�ynw -- nG1S1Le - _- AW UT CEDAR9F11N61 F wr�nvlNa-ON - -_ _ - - - _ PAINTED WOOD TRIM ROOp- _ _ CATH nw=00OF-RAFTERS - :-_ --_-- - - - RAP_IT is-- - -�- - -T6DOFa6FiEBs _- -neW/EX1snNs-#!IIS-FTA!'zS-- _ ��- -- r = HECKED ' TCS I�OEXisnN67rO0F RAFTERS - - 3 ! 26 / 04 ' — — — -- 1/4 = 1' - 0.. ® — — SHEET TITLE. -- RELMaV�EwsnNG REMOVE -.- SIDING PRB'�I S PEOYIPE.NE1.1 GEpAR 9NINGLE2- - _ RE OVI EXIST1N�51DING. __ - ., __ .- - WWN vauDH - ._ ,. -- REP 1 dE3M 9FNNG6E9 ON - FLOOR - - - _._._ PROVJDE NEW CEDM4-SHINGLES -- _. - - 8026 9026 - _ - _ ISM dNLDNtrPAPB[ - -_-- FSI�BUIL-0ING-AAP9i�- - -ADOD-5NEA'TNfW, . - ------ oN NEY4exlsnNG - -- - - - - --- - - PLANS & - -- - -- -'- -'-- - -- - -- - .. _. - -NEW.EXI9TIN6 MIOOD sNBATHIING:---- _ -_-- - _ _-- -_-- _-- , . WOOD-�SHEr\TN1N6.-� --" - - . --RBNOVE Ew9TTNG.B@NS. waOVIDE NEW--- - - --. _ - - ._ -. _ - - — - -- - - -- - - --- --- - -- vari 8 D906 Wll -- --_ - GEOAR.9NNGLES tIN Ir wnl n1NG-PAPE2.ON._ ELEVATIONS L -.. --NBtt.EXISnN6aY00D-5k1EIitkNNG.. __-.,_ ___- SHEET NO: BEACH SHED BEACH SHED BOAT SHED NORTH ELEVATION BOAT SHED WEST ELEVATION NORTH ELEVATION EAST ELEVATION SCALE; 114" SCALE: 1f4" = ,' -0' 20 N SCALE: 1/4" = ,' -0" SCALE: 1/4" = ,' -0" 0 NOTES STRUCTURAL REVIEW BY STEVE MARESGA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 185-0-7 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11°i46 FOR WALL OPENING PROTECTION OF12C MPH 3-5ECOND WIND GUSTS PHONE 631 728 114ao ( MAXIMUM MEAN ROOF HEIGHT: 35) SIMPSON LSTA - 20 &AGE RIDGE STRAP - ALL ROOF RAFTER5 2 x b TIE s EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELDUNDERLAYMENT UTILITY AND MISCELLANEOUS GROUP U SHUTTER ASSEMBLY REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.7.5. FOREST PRODUCTS WOOD FRAME HURRICANE CLIPLIPUSE W FOR PANEL SPANS: 0 < 4'0 AIDE SPAN GONSTRUGTION MANUAL FOR I + 2 FAMILY HOUSE P05 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD ASSEMBLY: U (OVERLAP AROUND OPENINGS 4") ALTERNATE slMPsoN HB E aP 18'-O" MIDPOINT OF ROOF MGROUND SNOW LOAD - 45 PSF. AX Z U ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ✓� FIRST LEVEL - 40 PSF. L.L. W #IOx3" (w/ WASHERS) 6ALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. WOOD SCREW a Ib" 041. BIMP50N H2 HURRICANE BEDROOMS - 50 P5F. L.L. Y ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM 'A #10 TSB E NUTS ATTACHED TO LDG. w/ #IOxl-I/2 U)( W/ WA5HER5) RAFTER To 5TUD. - FIRE AREA WIND SPEED - 120 MPH O TYPICAL ALL RAFTERS 5 - EdB NAILS EACH END SEISMIC DESIGN CATEGORY - MACHINE BOLT ® 12" O.G. 5 Ed BOAT SHED: 4610 SF W � WEATHERING - SEVERE APA EXTEND TODTOPYOF°TOOP° PROVIDE ed COMMON BEACH SHED' 245 SF FROST LINE DEPTH - 56" M W PLATE. NAILS s 4' O.G. AT Z EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY 5HEATHIN6. DECAY - SLIGHT Q TYPE OF CONSTRUCTION J CONVENTIONAL LIGHT FRAME WOOD TGE SHIELD UNDERLAYMENT REQUIRED - YES O w a CONSTRUCTION, TYPE 5 Q ULTIPLE SECTION ASSEMBLY: `, O I/4" THICK 13OL75 o 2' Or, Z GENERAL NOTES w � I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE V/ BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THI5 STRUCTURE HAS BEEN DE516NED IN Lu Ids 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY PLYAOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 5000 1-51 CONSERVATION CODE. TO OVER LAP e0x BEAM - TOP . BOTTOM. 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING C-ON5TRUCTION ui DOUBL4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 5 SHUTTER ASSEMBLY PLATE TOP DESIGNED AND 51-EGIPIED BY OTHERS. O N.T.S. 2 x 6 sl6" O.G PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 11. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. FOR PANEL SPANS:4' OR WIDER SPAN 5. 5RID61N6 TD BE PROVIDED FOR ALL J01575 AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FLOOR BEAMS, SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. 23/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") ww,P , HAIL STRAP VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE EN61NEERANp OWNER. 2x4 STRONG-BACKS a 24" OG AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT LFOUNDATION HAS BEEN DESIGNED FOR A 501L 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 51MFsON MST2T BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) 6ALVINIZED OR 1 I/2" AIDE - 20 6A&E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO METAL STRAP s40" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW L 12" O.G. AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL 95% 'R, ed NAILS s 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. eE #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL 2 . c WOOD 5GREW a 16" O.G. ii• '� 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND m ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - •5 REBAR +ak{,G• T. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE y Q �;�: t�4. 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) 1,:• ` 2 x TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER n MACHINE BOLT a 12" O.G. •7s; ^�, BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. o� SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWIN6. - woos FOR DE-516N. 5/e" x Iz' As. s4e" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v '±':;?r5;, w/ FENDER WASHER. 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =w WINDOWS - GLAZED OPENING h".I, •s PENETRATIONS =a= NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W . )2, PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED s <N�o IN ACCORDANCE WITH LARGE M1551LE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W ry=� A5TM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES AL50 APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWIN65. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION7 y y . I HARD WITRE WINDOW JACK FASTENERS TOHEAERDE511L6L D TOE. CRITICAL LOAD PATH II ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24, GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD AL1PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSSC CHAPTER #2304.01.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. TH15 CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. �gtE1tE0.� 'j NAILING SCHEDULE FRAMING NOTES gYG TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4" $ PAPER ASSOCIATION 0OU6LA5 FIR-LARCH STRUCTURAL 6RADE No. 2 OR oC. EXTERIOR EDGES AND 6 d a 12" o.c. •OPRE'N'D 0 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES BETTER. INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO, h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 226 RAFTER/TOP PLATE �- 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o C10 ° CEILING JOI5T/TOP PLATE 5-8d (TOE NAILED) 3 ALL SUBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER T-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL ED6ES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -I-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER2-8d (ea. and 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKEDBY GABLE ROOFS BLOGKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS G C� RIM BOARD/RAFTER 2-I6dND NAILED 4. ALL HEADERS 6'-O" AND OVER 5HALL BE SUPPORTED (E ) CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED) GONNEGTIONS. TOP PLATE AT INT•ERSEGTIONS 4-I6d (FACED NAILED) TRIPLE OF :2-2X5. ALL HEADERS SHALL BE A 3 / 26104 MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA STUD/STUD 2-I6d (PAGE NAILED) SITS HEADERMEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PAGIFIG GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. GORE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TIRE' Io° 6 045 ° BOTTOM PLATE/FLOOR-10157 2-I6d (FACE NAILED) 6 8'-O" O.C. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING, STIFFENERS INSTALLED O JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. Al BRID61N6/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOGKIN6/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4" GABLE ROOFS BLOGKIN6/SILL orTOP PLATE 5-Ibd (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 109 0 "50 ° 104 & 045' LEDGER STRIP/BEAM 3-I6d (FACE NAILED) T DOUBLE UP FRAMING UNDER ALL 1-05T5 AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDSER/BEAM 3-8d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE ed COMMON NAILS 0 W O.G. BAND J015T/JOI5T 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 109 o C5o o PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL.STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12" O.G.. SHEET NO: PROVIDE Od NAILS s 4" O.O. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" D.G. FIELD 9, NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DEGKIN6 8d ®b" O.G. EDGES, 612" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2Xb STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE , o = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 21 714