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HomeMy WebLinkAbout30263-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31371 Date: 11/02/05 THIS CERTIFIES that the building ADDITION AND ALTERATION Location of Property: 565 GULL POND LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 4 Lot 28.27 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 22, 2004 pursuant to which Building Permit No. 30263-Z dated APRIL 27, 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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5303 DATED 9/25/03 . The certificate is issued to JOHN & BARBARA SEVERINI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 96340C 07/29/05 PLUMBERS CERTIFICATION DATED 11/18/05 RICHARD CAMENZULLI th rize Signature Rev. 1/81 Form No. 6 ' 8 w TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 Y._ 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: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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: I. Accurate sun ey of property showing all properiv lines, streets, building and unusual natural or topographic faatures. 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 d welling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00. 13usinesses $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. Temporan,Certificate of Occupaney - Residential $15.00, Commercial $15.00 Date. __,( /8�0�-- New Construction: Old or Pre-existing Building: ✓ (check one) Location ofPropern: -65- rvp LAr &_ l�T,6 t tLr House No. Street Hamlet Owner or Owners of Property: i o H R1 DA 2gwNt Sia Suffolk Countv Tax Nlap No 1000, Section _ _Block Lot Filed Nlap Lot Permit No. Date of Pemtit Z �o Applicant:_ -- --- --- 1 — �- PI -- — Health Dept. Approval: Underwriters Approval: — Planning Board approval: -----__ __— — / Request for: Temporary Certificate_ Final Certificate: _ ✓ (check one) Fee Submitted: $ zS•c=X� w56^ ApplicantSigttature co -F-3i3 ") 1 Albert J. Krupsld,President Town Hall James Kung,Vice-Pr 'dent ,ff r�,'Q,Bf'" ���A 53095 Route 25 Artie Foster a� af,Z P.O.Box 1179 Ken Poliwodg ' n Y Southold,New York 11971-0959 Peggy A.Dickerson .. ® y0 r Telephone(631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOTTi'HOLD CERTMCATF. OY COMPLIANCE # 0084C I Date 11/29/05 TBI$ CERTIFIES that the open porch, first-floor addition to duelling and second-floor dormer At 565 lull Pond Lane, Greenport _ Slrffolk County Tax Map it_.35-4 •28.27 Conforms oto the application for a Trustees Permit heretofore tiled in this ofnea Dated 2/28/02 pursuant to which Trustees Prrmit# 5540 Dated 4/24/02 Was issued, Ilnd conforms to all of the requirements and conditions of the applicable provitions of law.The project for which this certificate is being issued is for an open porch, first-floor addition to dwelling, and second-floor dormer The certificate 15 issued to JOHN & FARBARA ;EVERINI owner of the aforesaid propelrty. Authorized Signature Z'd 1099-Z98 Leg iuueAeS LI-lor d8b:Z0 90 CO Uef Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 7/29/2005 375 Dunton Avenue 96340C l East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. John Sevesini Street: 565 Gull Pond Lane Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: New Age Electric (L) Lic. # 4816-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool A 1st Floor (XJ Indoor ❑ Basement [-] Hot Tub < LXJ Residential ❑ Det. Garage ❑ Attic X❑ 2nd Floor [91 Outdoor ❑ Addition J Survey }x� > y Switches Receptacles Fixtures GFI Heaters A/C Fans 27 30 32 6 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 50 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer ' by others 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 200 1 2 Bldg. Permit: Other Equipment 200amp main breaker panel /22' track lights Hugo V Surd! President Rough Inspection: 02/10/2005 Inspector: John McMahon III Final Inspection: 07/28/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. i � F � a Town Hall,53095 Main Road WO Fax(631) 765.9502 P.O.Box 1179 y�Ol �� Telephone (631) 765-t802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3o Z b3 — Z Owner: JoNN a- KA-M&4-a-+ xJ/"Lk 1\ (Please print) Plumber:_ (Please print) I Certify that the solder used in the water supply system contains less than 2/10 of 116 lead. /�l��toOt?.vl (Plumbers Sign re) Shorn to before me this day of ✓ 20p V ! Notary Public, County F JoAnn Novelli Notary Public State of New York No. OINO4827832 Qualified in Suffolk Ccn__. Commiaeion Expires 1'2131/0 6 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. 30263 Z Date APRIL 27, 2004 Permission is hereby granted to: JOHN & BARBARA SEVERINI 8 WOODHILL PATH ST JAMES,NY 11780 for ADDITION AND ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, DEC AND TRUSTEE APPROVAL at premises located at 565 GULL POND LA GREENPORT County Tax Map No. 473889 Section 035 Block 0004 Lot No. 028 . 027 pursuant to application dated APRIL 22, 2004 and approved by the Building Inspector to expire on OCTOBER 27, 2005 . r Fee $ 370 . 50 Au orz d Si ure ORIGINAL Rev. 5/8/02 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 10, 2003 TO: John Severini 565 Gull Pond Lane Greenport, NY 1994 Please take notice that your application dated January 9, 2003 For permit to make additions and alterations to a single family dwelling at Location of property: 565 Gull Pond Lane, Greenport, NY County Tax Map No. 1000 - Section 35 Block 46 Lot 28_27 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to a conforming single family dwelling, on a non-conforming 19,428 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 100- 239.48 which states: "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." Following the proposed additions/alterations the dwelling will have a setback of+i- 37.8 feet from the existing wood bulkhead. Total lot coverage, following the proposed addition, would be +/- 11 percent. ILI uthorized Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. ITEM H, ).A[,'[) \IENIBERS 4,i,rfU(�C T OSouthold 1,n+n Hall Jia \. ! II r C'li:rin%k Alan l0_qb '� y` 31195 NLrin Road G r. rd P. G,ichrim er NZ F P.O. Bo\ 1179 Gorge ni e Horng r OSouthold, NeI,c fork t1 97 1-1195 9 Ruth U. Oliva µy�1t ZB:1 Fax t6311765-91)( 1 \ innnt Orlando _ _ Telephone (631 ) W,-IN09 IMP: coutholdu�,.kn.nnrthfnrk.ne[ BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION 3 TrI MEETING OF SEPTEMBER 25, 2003 Appl. No. 5303 - John Severini Property Location: 565 Gull Pond Lane, Greenport; Parcel 1000-35-4-28.27. 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 18,602 sq. ft. parcel has 140 ft. frontage along the east side of Gull Pond Lane in Greenport. The property is improved with a two-story frame house with garage. BASIS OF APPLICATION: Building Department's January 10, 2003 Notice of Disapproval, citing Section 100-239.4B in its denial of a building permit to construct additions to the existing dwelling at less than 10 feet for a single side yard, less than 25 feet total for both side yards, and less than 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 15, 2003 July 24, 2003 and September 11, 2003, 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: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct: (1) a proposed one-story roofed-over, open porch with partial 2'd story outdoor deck with setback variables of 38-40 feet from the existing bulkhead at its closest point, and (2) a proposed one-story addition, a portion of which will replace an existing deck on the side of the dwelling, as shown on the revised 4-22-03 survey map prepared by John C. Ehlers, L.S. Also shown on the revised 4-22-03 Ehlers map is a proposed partial 2nd floor addition to expand an existing bedroom landward of the existing dwelling. 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 area variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Most of the new addition is landward of the existing dwelling areas, and only the new roofed-over open porch 8,-,[en-ber 25. 2003 Hppi. t: 5, !3 —J. and B. Severini 35-4-2E -7 ,t Greenport extends closer to the bulkhead. The roof line is proposed by applicant as an extension over the enclosed porch. Applicant submitted information during the public hearings indicating there will be no additional living space and no increase in bedrooms, and that there will be only minimal ground disturbance. Also submitted was a written September 5, 2003 from Crowley Marine Construction indicating that they visited the property and found the bulkhead face pilings, timber wales, backing system and sheathing to be in good shape, without adverse effect to the existing structures. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The nonconforming setbacks to the bulkhead have existed on this 18,602 sq. ft. lot for many years. The area for any building is limited. 3. The relief granted herein is substantial because the code requires a setback of 75 feet to the bulkhead, and the applicant is requesting 38 feet at its closest point. The reduction is 50% of the code required 75 feet. 4. The difficulty was self-created when the new construction was planned and designed in a location that did not conform to the current Town Code requirements. 5. There is no evidence that the grant of the relief requested will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. This is a waterfront community consisting of small lots, most of which are improved with single- family dwellings. Information has been submitted to confirm that the bulkhead is structurally sound and most of the proposed construction is landward from the house. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an open porch and additions, 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 Horning, seconded by Member Goehringer, and duly carried, to GRANT the variance as requested, as shown on the revised plan prepared by John C. Ehlers, L.S. dated 4-22-2003, and plans prepared by Gerard E. Meyer, Architect last dated January 10, 2003, with a ZBA date stamp of June 25, 2003, SUBJECT TO THE FOLLOWING CONDITION: Installation of roof putters and down spouts for proper drainage into a drywell. Page — September 25, 2003 Appl. No. 5303 —J. and B. Severini 35-4-28.27 at Greenport 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 Tortora (Chairwoman), Goehringer, Horning, and Oliva. (Absent was Member Orlando.) This Resolution was duly adopted (4-0). Lydia A. Xrtora, Chairwoman —Approved for Filing 10/� A3 Board Of Southold Town Trustees -h SOUTHOLD, NEW YORK t a PERMIT NO. . DATE: January 16, 2003 JOHN & BARBARA SEVERINI ISSUED TO ........................... *.}..............r....*........N.......t.. . . .. ................................ ...... Pursuant to the provisions of Chapter 615 of the Laws of 1 fi the State of New York, 1893: and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance on- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;•..'. and in accordance with the Resolution of The Board adopted at a meeting held on April 24, 2003.. and in consideration of the sum of $ ... 00.00 paid by John & Barbara Severini . ............ .... .............. ...... .... . ...... ............ .. . ...........:.................................... of .......Greenport............ .................. ....... ........ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of $o�}hold Town 7T CCustee£{ gg��th�torizes and permits the following: t g' ¢ Wetland Permit to add an tS'XSU' extension to and enclose the a exist. deck, with the condition that drywells & gutters are installed,and the pipe through the bulkhead is capped, and as depicted on the approved plan dated 1/9/03 by Gerard E.Nleyer, ArcW%taccordance with the detailed specifications as presented in the originating application. :r Existing setback from the bulkhead to be maintained. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these ppresents to R be subscribed by a majority of the said Board as of fhis data. in Y`� iruxiees Y' - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03111/00001 November 10, 2003 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental November 10, 2013 Conservation Law TYPE OF PERMIT! New ❑ Renewal ❑Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27, Title 9, 6NYCRR 373: Hazardous Waste Management ❑ Article 15, Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Article 15, Title 15:Water Transport ❑ Article 23, Title 27: Mined Land Management Reclamation ❑ Article 15, Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ 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 Management PERMIT ISSUED TO TELEPHONE NUMBER John Severini (631) 567-1867 ADDRESS OF PERMITTEE 8 Woodhill Path, St. James, NY 11780 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Catherine Mesiano Inc., 12 Mill Pond Lane, East Moriches, NY 11940-1222 631 878-8951 NAME AND ADDRESS OF PROJECT/FACILITY Severini property, 565 Gull Pond Lane, Greenport COUNTY TOWN I WATERCOURSE NYTM COORDINATES Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: Construct an addition to an existing single family dwelling. Reconstruct deck. All work must be done in accordance with the attached plan prepared by John C. Ehlers on 10/27/03 and stamped NYSDEC approved on 11/10/03. 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 specified (see page 2& 3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Roger Evans (CAF) Region 1 Headquarters, Bldg. #40. SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATUREDATE ' Page 1 of 4 / t t 6 f n November 10. 2003 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ /] ROUGH PLBG. [ ] DATION 2ND [ ] INSULATION [ ,FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- `-' ` - DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION Y\' FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE a �' �� INSPECTO r Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: D DATE �� /off INSPECTOR ■ IV � o�NpF SOUIy� j 3 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ✓c - ,� ��e0. -dQ —n 2ec�� ALC_ A62� aA , Ae-, e DATE g �� INSPECTOR . �� 5�0��SOUly�6�c ti • �4^{ 'y�OUNfV�`�,i`4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LA N [ ] FRAMING / STRAPPING [ FINALA) [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� �� INSPECTOR 7 GERARD E. MEYER , ARCHITECT 14 COVERT AVENUE, STEWART MANOR, NEW YORK 11530-2219 516-437-7350 FAX 516-437-3318 �� 1s j� ` �1►� 11 March, 2005 4 20 Mr. Gary Fish, Building Inspector i _ 1 Department of Buildings - ra Town of Southold - -- Town Hall - 53095 Route 25 PO Box 1179 Southold, New York 11971-0959 Fax: 631-765-1823 RE: Proposed Additions & Alterations to: Severini Residence - 565 Gull Pond Road, Greenport, NY Beam Across Living Room Area & Header Above Sliding Glass Door Dear Mr. Fish: This letter is to inform you that I have investigated the construction at the above referenced location for the reasons as captioned above. Further more, I herein certify, solely for the items stated herein and for the purpose of this permit, that I have determined that both the beam and the header are if sufficient size, dimension and structural ability for their intended purpose . The beam across the living room is actually oversized for aesthetic reasons as it will be exposed across the end of the open loft . The majority of the floor loading from the loft area at the second floor is actually transferred via the exterior walls and a wood post in the kitchen area, down thru the middle of the dwelling. The end bearing weight from this beam is therefore fairly insignificant . The triple 2 x 12 header across the opening of the sliding glass door is more than capable of supporting the load from the easterly end of this beam. If you should have any questions about the enclosed information or the project in general , please do not hesitate to contact me . Thank you for your time and consideration in this matter! er Me AIA F• C v Cc: John & Barbara Severini , 5 GERARD E. MEYER , ARCHITECT 14 COVERT AVENUE, STEWART MANOR, NEW YORK 11530-2219 516-437-7350 AX 516-437-3318 16 July, 2005 Mr. Gary Fish, Building Inspector It`��i JUL 2 0 20Ib ''v ' Department of Buildings I L- Town of Southold Town Hall - 53095 Route 25 ��-W` PO Box 1179 Southold, New York 11971-0959 RE: Proposed Additions & Alterations to: Severini Residence - 565 Gull Pond Road, Greenport, NY Plumbing System - Modifications & Alterations Dear Mr. Fish: This letter is to inform you that I have visited the construction site and have investigated the plumbing work at the above referenced location. Further more, I hereby certify, solely for the items stated herein and for the purpose of this permit, I have determined to the best of my knowledge & ability that the plumbing systems, throughout the interior of the subject dwelling have been substantially & satisfactorily installed and/or modified. The majority of the plumbing system was actually in place prior to the commencement of this construction. Most of the new plumbing work was a direct replacement of the former fixtures . The new work, including the replacement of the fixture, retiling of the showers and the slight modifications to the domestic water supply lines have been modified, altered or replace in accordance with the proposed work that was indicated on the subject permit and the water supply lines have been satisfactorily pressure tested. Furthermore, I herein state that the new work has been satisfactorily completed in conformance with the plumbing requirements of the Residential Code of New York State . If you should have any questions about the enclosed information or the project in general, please do not hesitate to contact me. !q Thank you for your time and consideration in t4 matter! a IA / r Cc: John & Barbara Severini Frank/FT Home Improvements yTF LUQ OF r oN- 1 . � . 13145194C FOUNDATION FOUNDATION(2ND) INSULATION STATE ENERGY CODE W ,%rid i 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. nortkhfork.net/Southoldl PERMIT NO. Checla4 — Septic Form __— N.y".S.D.E.C. ✓ Trustees___ _ Examined 41,1 , 20 Contact: Zg.q- Approved .20 Mail to: Disapproved a c — ------ --- Expiration__— jr ( ,20 4BuI tspector VAL AP�LICATION FOR BUILDING PERMIT Date //z/ 20c>Y INSTRUCTIONS a,This application MUST be completely filled in by typewriter 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. + e.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. (. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuances or has not been completed within 18 months from such date. I£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. (S g ature of applicant or name, if a corporation) a WOocl Aldi- �4-rA ST ,Ann (Mailing address of applicant) 1 8� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder pwNr-2 Name of owner of premises c (As on the tax roll or latest deed) If appilicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: S6S V,0 �� ?cm C, L,A,L& C'uz Af4 Po&:V House Number Street Hamlet County Tax Map No. 1000 Section -3, 5- Bl(,ck Y Lot .zek. Z7 Subdivision Filed 11.4an No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S r H 6 L r- Fay.LX D w •c a w_ b. Intended use and occupancy SAM C w/Aoo iok + D��k / P�•i� t EcNS oN 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair __Removal Demolition Other Work (Description) 4. Estimated Cost gyp. Fee (To be paid on tiling this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front yg 3 Rear Vr, Depth 3y. Height — L3 ' Number of Stories I& Dimensions of same structure with alterations or additions: Front Y Rear sy Depth = Y& Height " z6' Number of Stories z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front I Y/4 ' Rear Y3-/ Depth / 10. Date of Purchase 6 e.,i Name of Former Owner RoS�N 3 aJr, 11. Zone or use district in which premises are situated R -y" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES A NO_ 13. Will lot be re-graded? YES_NO x Will excess fill be removed from premises? YES_NO x 63t P 14. Names of Owner of premises W"�UNicl 4T0 S F JE2tH1 Address $, Phone No. a&z-6s o NameofArchitect G. 4'+#Y42 Address cw«1 ^O Phone No 51(- - Y3?- 735":;) Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k�' 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) SS: COUNTY OF S,11�1O"K, ) v a S k-'j-'a"A 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, S)He is the C3 w NI hz — (Contractor, Agent, Corporate Officer, etc.) A said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be +erformed in the manner set forth in the application filed therewith. worn to before me this /daY of 1 20 � Notary Public Signature of Applicant NOTARY PUBLIC,?D C Stattee of New York No.01606020932 i in Suffolk Team Exprnes March 8, 20d7 • � 7TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT h. v' r �P\k CuL[ nNp LAA; ��P =NI°ar.` 'r' Ob bKs,C FORMER O R N o E �y ACR. )ear ar _ Ds21bA�ln1� oMDflgM Ae, S �J, Na -�PlYY)uSpi �Zen6veej- Uf S W TYPE OF BUILDING C:,ejv-(v-gmi &. (-5 L UG1 11,N RES. Z/ D S S. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS S PL i l A r QW Nt/ZS 8 E d ur S' a s APPc)g 7 . ..Gs'o Ib </ 7 -L' - P 48, .00 ') '700 REvZ '7eo ?/a ECo /ODSgoo -L V I,% bea, L /2-126 7 S- Tillable FRONTAGE ON WATER / Q: ,Q�, 3620 � Woodland FRONTAGE ON ROAD Meadowland DEPTH HqWPIt v BULKHEAD Total Permit Number RESCheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Is Data filename: C:\Program Files\Check\REScheck\Severini,John.rck TITLE: First Floor& Second Floor Additions COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 04/03/04 DATE OF PLANS: 30 March, 2004 PROJECT INFORMATION: John &Barabara Severini 565 Gull Pond Road Greenport, New York 11944 COMPANY INFORMATION: Gerard E. Meyer,Architect 14 Covert Avenue Stewart Manor,New York 11530 516-437-7350 COMPLIANCE: Passes Maximum UA= 186 Your Home UA= 185 0.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 192 19.0 0.0 10 Ceiling 2: Flat Ceiling or Scissor Truss 141 19.0 0.0 7 Ceiling 3: Cathedral Ceiling(no attic) 300 0.0 14.0 18 Skylight L Wood Frame:Double Pane with Low-E 20 0.300 6 Wall l: Wood Frame, 16"o.c. 640 19.0 0.0 38 Wall 2: Wood Frame, 16" o.c. 560 19.0 0.0 19 Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4 Window 2: Wood Frame:Double Pane with Low-E 86 0.300 26 Door 1: Glass 150 0.300 45 Floor L All-Wood Joist/Truss:Over Unconditioned Space 260 19.0 0.0 l tERtp q jjC PgD COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with g specifications,and other calculations submitted with this permit application. The proposed systems ha v a c'de m e New York State Energy Conservatio Construction Code requirements. When a Registered Design r els nal d signed this page,the es[ing t t to the best of his/her knowledge,belief,and professional ju gm t, specifications at n comp(4c itj4is Co'd/e�. iY '50 sT WAAL r 1597 pQ"� Builder/Designe Dale ----- 'F `rA:a Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSothvare Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\Severini,John.rck TITLE: First Floor& Second Floor Additions COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 04/03/04 DATE OF PLANS: 30 March, 2004 PROJECT INFORMATION: John&Barabara Severini 565 Gull Pond Road Greenport,New York 11944 COMPANY INFORMATION: Gerard E. Meyer, Architect 14 Covert Avenue Stewart Manor,New York 11530 516-437-7350 COMPLIANCE: Passes Maximum UA= 186 Your Home UA= 185 0.5% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Cathedral Ceiling(no attic) 192 19.0 0.0 10 Ceiling 2: Flat Ceiling or Scissor Truss 141 19.0 0.0 7 Ceiling 3: Cathedral Ceiling(no attic) 300 0.0 14.0 18 Skylight 1: Wood Frame:Double Pane with Low-E 20 0.300 6 Wall 1: Wood Frame, 16" o.c. 640 19.0 0.0 38 Wall 2: Wood Frame, 16"o.c. 560 19.0 0.0 19 Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4 Window 2: Wood Frame:Double Pane with Low-E 86 0.300 26 Door l: Glass 150 0.300 45 Floor I: All-Wood Joist/Truss:Over Unconditioned Space 260 19.0 0.0 l �ERED 4ROy %G� EtD E. COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with tfig specifications,and other calculations submitted with this permit application. The proposed systems hav ee esi et th New York State Energy Conservation Construction Code requirements. When a Registered Design P f sib al and signed this page,[ ;attesti*that to thebest ofhis/her knowledge,belief,and professional jud en s specifications in e itl this Code. Builder/Desi er ~ M&A Date� rw.sK�2W R OF Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\Severini,John.rck TITLE: First Floor& Second Floor Additions COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 04/03/04 DATE OF PLANS: 30 March, 2004 PROJECT INFORMATION: John& Barabara Severini 565 Gull Pond Road Greenport,New York 11944 COMPANY INFORMATION: Gerard E. Meyer,Architect 14 Covert Avenue Stewart Manor,New York 11530 516-437-7350 COMPLIANCE: Passes Maximum UA= 186 Your Home UA= 185 0.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Cathedral Ceiling(no attic) 192 19.0 0.0 10 Ceiling 2: Flat Ceiling or Scissor Truss 141 19.0 0.0 7 Ceiling 3: Cathedral Ceiling(no attic) 300 0.0 14.0 18 Skylight l: Wood Frame:Double Pane with Low-E 20 0.300 6 Wall 1: Wood Frame, 16" o.c. 640 19.0 0.0 38 Wall 2: Wood Frame, 16"o.c. 560 19.0 0.0 19 Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4 Window 2: Wood Frame:Double Pane with Low-E 86 0.300 26 Door l: Glass 150 0.300 45 Floor I: All-Wood JoisvTruss:Over Unconditioned Space 260 19.0 0.0 12 \SSEREp A)?C COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the b s l:. 6" r specifications, and other calculations submitted with this permit application. The proposed systems have be de t�h �p New York State Energy Conservation Construction Code requirements. When a Registered Design Pro ss' has s signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judg ent, c !•, specifications are;n5AawMhrce It this Code. S ��� Builden'Designe DateWi/�t TF 1597 'to+ SOF N 1414. ■■■■■■■■■■■■■■■■ ..........■■■■■■■■M■ .....■■ ■■■■■■■■■■MEN ■■N ■■■■■■■■■■■■ ■■■■■■■■■■NONE■■■■■■■■■■■■■■■■ ��■■■■�■■■■ ■■■■■■■■ ■■■■ MEN ■�■■�■�■�1■L■■■■■■■■■■■■M■■■■■ ■■■■■■■■■■wrld ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■a■■■■■■■■■■■■ . , , . ■■■■■■■■MEN■■■■■■■■■■_■■NEEM■ ■■■■■■■■■■■n■■■■■■■■ ■■■NOON ■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■ I t OTOFZNA of l c4+x�t�.TtoNS • stT t= Get cc�t .�4TtdNs U 1 2a+srGt3o uPoN 2"Rs+,tN�t_I V>� (00% coc t..6cTtoN e &-X dwz=F Apsds ae 25% c.,, L ma-noN @ tet_ DKtveveA-r Stra ,ale. Co• 43 �s) 18��o-z.00 $F .� g • Nq�z[t1t✓Rt--Y (RaoFA*ZS" CCK_LScl-toN) MQrsvr�=-' DWLJ. PA ZMA I o80.Q05F o 1,338 SF x O.IGo (tai of Fz.e lN� = 213.28 Guue FT'. �'^ (�oN w P L.t� " Rw6 w/Ct) 8'-c�'oul .x2'-'I"µ{wt FIM-CAST COME PFmdwAAMTw f2-7 0.(DO SF r oeK A.GD two.{ cc3� �Rcr��+ s4.2 cn 1Z c +e = 244.3 cu.Ft cPF u�`t' rMor. Ns S� 3.75 8F f FSP ENTRY PR:)Fzricd 46.(no BF, • EOC)Ttf zl-'( s -FzF� (RAF *r oRtvmwA-r cou GTtoN) W e W [G6'7 OF RmF t✓l00°/64- ( 40o sF oR tve.�;25ry°� x o.l G RAIN '= t c2.Z2v, cM ?�IrD4o ,4�A l 1�1�! 1 .?5 aus 8'o DI.4.x4' C t th srCRM CRA NAOM RNS (1rs9 cu 4(.Cr�Ctrr) LOTI o , 70 w d � • � W v � � a E WOO V441 TZ i .�,�. Ill M a �67 > 03 " p,• pew' , CJ fid. h•�l V tom., OF Is CLE06M eeTvrad< t- CC471CW 4qu t o Cill 12 FLOOR AMI ON iT6 69 - `-- °Va° @p «fid ae�W v, m • tics .� a. cr- . Cau/ �\ Of"w&w\WPlaw PRc�oo mew �` 1 : j s n .1G�. ava � �'``�p,6°*� 1�. • 0. STEM ri `k / � i� CG'.P E'atlra'ti'i PtPEouT U 1 J tlI O Y Pte`°�g`T OO' '�6 iti� ��e p�.� iP� O t �Dln� ,M 0G d ° � 6 Pott �ec'Po�sc� C[ orr�5'M400 O STT&Od- 1L N U�WJ A-L-MMazloas M a co cpE Y�WLL 6f�K^'S TC V4114EtJ Q W DIST. 1000 SE�TIoI..I 035. 40 SC�I�E u .. t u 24-j=oK a4.00 L.o'r o2�.27 SURREY OF PROPERTY SITUATE: EAST MARION N TOWN: SOUTHOLD SUFFOLK COUNTY, NY w �' E ( SURVEYED 09-23-02 prop. addition 10-30-02 S SUFFOLK GOUNTY TAX LOT \ I, # 1000 - 35 - 4 - 28.21 MTRMO TO: ]O1INN SEVffitINI roql !_: F� \\ 0 ' j630 -1 \ - _ 30 - 00 Jr _ py pry a 660 1 fj `, 431 0 1V610 o - nz�y o�`f),,,• 1�0 00 p o< n p` fl <<� Gtr •Op, � - =566 F��``` 1\ w (- ' C� 1� OF live NOTES: C. `O9 .1 . 1. " ■ MONUMENT II AREA = 18,602 S.F. OR 0.45 AGRES o SII ELEVATIONS REFERENGE A US65 BENGHMARK TIED TO NGVD 1929 DATUM FZONE5 FROM IRM AP 36103601"76 6D MAY 4, 1998 JOHN C. EHLERS LAND SURVEYOR ' 6 EAST MAIN STREET N.Y.S. LIC.NO. 50202 6RAPHIG SGALE = 30' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\02-286.pro SURREY OF PROPERTY SITUATE: EAST MARION N TOWN: SOUTHOLD SUFFOLK COUNTY, NY ✓ SURVEYED 09-23-02 W E C addition 10-30-02 Land Underwater 0I-23-03 Wetlands 03-I6-03, rev 04-22-03 5EPTIC R GOVERA6E 01-04-03 RE/I5ED 10-2-1-03 1A FINAL SURVEY 08-31-2005 SUFFOLK COUNTY TAX LOT # 1000 - 35 - 4 - 28.21 , CERTngMTU: a \00 ` ,o�vice �® Q9'�j••,- `o _ ^ Q JOHN SSVffitiNi „ 4 417 I w� °0X , 143 66 1` `„'v i oof c� 40, r �j I 6 10 0 2 , 9 , e o o c. g6 v„� O � N °0 cif NEIL OTE5: ■ MONUMENT t AREA EXCLUDING UNDERWATER LAND = 181b02 5.F. OR 0.43 ACRE ' OLAND SDP AREA OF UNDERWATER LAND = 1,941 5.F. OR 0.18 ACRE ELEVATIONS REFERENCE A U565 �T11 BENCHMARK TIED TO N6\/E? 1929 DATUM JOHC. EHLERS LAND SURVEYOR GRAPHIC SCALE I” = 30' 6 EAST MAIN STREET N.Y.S. LIC. 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II / D�-C''ti C�IZ 2. ..1?t l.H�•�'T ^ha DOURLY �h�D X (2EtOC/�[ED �J _ W/MLoSURE tyh( �p 7, Jol9't c,Cfl E CA � �R5'TO � _ T u n� i 8'TEIdC.�' �o COf�C I -'l�J-OCA7,•F c1L.l,�'�o U J 11 DLJ �i @ s c r UP4J- d2�'�'rH P �F l t x D°c s rpt<s � UJ t- (tilt - -= - r , 2 t� l`CCx r- 4 ! coLuM, � �a ey �• 3=�d' mELt,att tu 1 I i, 2x8Trrrale�tsl i.` J 2xa '' N °l� s�4x cooe - _ .I O C. E ?aG6 L2.°o.n• A(bG>CE. - r'�. I g� fi -i-/ 0 r �I == �IOLB'[� o- OW C tN�c#= CrK -h DOU&L6 2x - I Cz tiL F br tN /7-uit CDOr,�(;L END JCLsT'� fes• G� D C ��&T) l' � ``'��— 'n , ��,� """'.,•, { 5971 0 11 IZAlf, t J Jv Lug _ FFZCP. A .1D,L T1ow DI=G '„ _8 , ...� 'DC R "r�t�:7'il'i FYaS 14 sirz. � N Q�xIA� TIC) �QUNC����� �" �'L��Nf -- _. u. �-; , 4 ,�� . „• see t/4 = l- o t ©p s e E, -.3/sp _ 4nF S ( -b GENERAL NOTE5 Naakia srnadwe Chen 1. All work performed by the Contractor shall he In Strict conformance with all New York State and Local BudJln Codes and rGROUNDWIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD9 SPEED DESIGN FROST DESIGOrdinances. The entire Work when completed shall conform in all respects to all Local and State Laws and Ordinances to all (MPH) CATEGORY WEATHER'G DEPTH TERMITE DECAY TEMP. REOUIREO NUMBER nP COMMON uAILS NUMBER9EROENAILS NAIL.SPACIBGestablished Codes and standard specifications applicable thereto Where conflicts between the Construction Documents 12010 C SEVERE T-11" MODERN SEVERE) 13 YES NO IE LTO F.NAMItlG and the established Codes,Ordinances or standards arise,the more rGSTIFUve shall apply No work shall commence before HEA w.rrER TR roe Pure(TOE NAILED) 3-a0 3-10D PER RAFTER CEILING JDIST TD TOP PLATE(TOE NAILED) 3-813 3-100 PER RAFTER a proper Building Permit has been obi Lined R301.2,i,t DESIGN CRITERIA-WFCM 1995 EDITIONIHIGH WIND CEILING JOISr TO PARALLEL RAFTER(FACE NAILED) 5-16D 54LD EACH LAP O 2 The Contractor shall be responsible for verifying all of the conditions In the field Any Omhiguitles between the field CEILING JOIST LAPS OVER PAR ITTION(FACE NAILED) 6-160 5400 EACH LAP DOLLAconditions and the drawings shall he brought To the attention of the Architect prior to the commencement of construction R 301.4 MINIMUM UNIFORMLY DISTRUIBUTED LIVE LOAD PSF BLOCKING G TOTIE R RAFTER(FACE NAILED) 3RD 3-mD ACHENE [PSF) BLOCKINGR RAFTER(TOE NAILED) ZED BARB EACHEND 1 The Contractor and Sub-Contractors Shall be held to have visited the site so that they may determine the difficulties that EXTERIOR BALCONIES BO PSF RIM BORDERTORAFTER(END NAILED) 2100 3-160 EACH END p-- DECKS 40 PSF PWALILATE GAMING They may encounter during construction If The Contractor deviates,at their option,from the Construction Documents and PASSENGER VEI HOLE GARAGES 50 PER TOP PLATE TO TOP PLATE FACE NAILED) 2-1s0 2- Q, changes the assemblies,layouts and equipment shown or specified,they shall bear the full cast for such modifications, ATTIC WITHOUT STORAGE 16 PSF ) SUEDIso PER FORT ATTIC WITH STORAGE 20 PSF STUD TO TU Ni)(FACE NATIONS(FACE NAILED) 2-15D 2UDD JOINTS-EACH SIDE STUDIO STUD(FACE216D 2ISO 2gLOC including the Cost to amend the plans.specifications and appl¢aTions filed with The Building Department,When Acquired, ROOMS-OTHER THAN SLEEPING 40 PSF HEADER TO HEADER(FACE NAILED) 1GD tfiD iB-OC ALONG EDGES 3 These drawings and information EEPING ROOMS 3U PSFformotion are The sole property of the Architect Any reproduction,use,alteration,change and/Or TOP O BOTTOM O FLHE OOR O STUD(END NAILED) SFE STRAPPING DETAILS SCE STRAPPING DETAILS PER STUD certiflcatlan of these drawings without express written consent from the Architect, I5 strictlyfa rb l dden. These notes are STAIRS 4o PSF BOTTOM PUTS TO FLOOR JDIST,BAND JOIST END JOIST GUARDRAILS x rlANoaats zoo PCL U part of the plans and specifications and are to be complied with In all respects,except that more restrictive nates BLOCKING(FACE NAILED) z-1s0 z-iso pea Fool d R303 VENTILATION&HEATING ELDANFBIRDEG ER JOIST mentioned In the drawings take precedent. BATHRDOM EXHAUST VENTILATION(WHERE INDICATED ON PLANS)SHALL SUPPLY A MINIMUM BRIDIGTOJOOPPwE NAILED) GIRDER RDE NAREnI 4-AID 2.100 PCHEND IU Ul 4 The Coni Factor or any Sub-Contractor shall be held responsible for Understanding and complying with requirements of the EXHAUST REQUIREMENT OF 50CFM FOR INTERMITENT USE OR 20 CFM FOR CONTINUOUS USL BRIDGING TO JOIST RDE NAILED) .6D 2100 EACH END 'I1 BLOCKING 10 Or IF OR pIOPPL) 21D 2100 5CH END BLOC to jfJ La05traCTlan Documents,ia<Udlag details. Where specific COndttl0a5 are ant SkOWa herein,CanSTruCTIOn Shall Conformto OCKING 11 BEAM (TOE NAILER) 3-16D 4160 EACH BLOC)( LLI Intent of these Documents Measurements should never be scaled from the drawings but instead derived arithmetical HEATING SYSTEMS SHALL BE REQUIRED E PROVIDE AND MAINTAIN A MINIMUM GFER RWALLS DEGREES JOIST O STRIP 10 BEAM(PAGE MAILED)NAIL 346U 4-10D EACH JOIST 9 y FgRENI IFIGIIT AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY FROM EXTERIOR WALLS JOIS"r ON LEDGER ON BEAM(FACE NAILED) 3-80 3-100 PER.IOISi from shown or implied dimensions. Furthermore,measurements shall be verified In the field before proceeding with IN HABITABLE ROOMS BOND JOIST TO JOIST(END NAILED) 3460 4168 PER JOIST construction. The failure to show detail or repeat on any drawing the figures or notes given on another,or discrepancies, R 308 GLAZING BOND JOIST TO SILL OR PLATE ROE NAILED) 2-160 3160 PER FOOT ROOFS EATHING ,11 Shall not be the cause for additional charges or claims MINIMUM GLAZING STANDARDS SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE STRUCTURALPANELS 00 TOD SEE DIAGRAM LLI 5. The Contractor shall release and hold harmless bath the Owner and Architect from and all personal injury claims,Whether REQUIREMENTS AS OUTLINES IN SECTION 8300&TABLE 8300 3 CEwNGSNEeTautG instituted by their employees or Sub-Contractor personnel,urising out of the performance of the work. Liability R 310 EMERGENCY ESCAPE&RESCURE OPENINGS GYPSUM WALLBOARD NO 112-DRYWALL SCREWS rEOGELOP FIELD ueKS Insurance,Workers'Compensation and Disability Benefits shell Gar aEG STRUCTURAL WALL PANELS Contractors or personnel involved In the DESIGNA110N ON PLANS x ELEVAI IONS AS SUCH SHF•TH �,r• 1" PANELS BO IDR SEE DIAGRAM Y- y construction operations. The Owner of the property and the Architect shall be"Additionally Insured" under l he Insurance R314 STAIRWAYS GYPSUM WALLBOARD lQ-DRYWALL SCREWS 112•DRYWALL SCREWS 7'EDGED 0'FIELD (,Il ELOOR3NEALllNG Coverage provided for this project Prior to issuance of a Building Permit,evidence of insurance muss he presented to New ALL STAIRWAYS,UNLESS OTI IERWISE NOTED,SHALL CONFORM TO THE RESIDENTIAL CODE OF STRUCTURAL PANELS PTHICK OR LESS E0 10D 6'EDGE12'FIELD O Q York State and Local Department of Buildings,l'he Owner of the properly and the Architect,in the specific manner, NEW YORK STATE AND AS OUTLINED BELOW STAIRWAY WI rH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 INCHES format and procedure prescribed by them MAXIMUM RISER I4EIGIIT 8%INCHES MAXIMUM IIANDRAIIL HEIGHT 38 INCHES 6 The Contractor shall be responsible for the safe maintenance of the construction site and all areas where construction MINIMUM TREAD DEP 01 9INCHES MINIMUM HANDRAIL DIAMETER 11/4 INCHES operations Ore help performed The Contractor shall clean u and remove from the remises all Waste material and MINIMUM NOSING 14INCHES MAXIMUM HANDRAIL DIAMETER 2INCHES p 9p P P MAXIMUMNOSING 184INCHES MINIMUM NUMBER CLEARANCE i V,INCHES p0 rubbish of every description that results from work operations,os often as the Owner may require. All new material shall MINIMUM CLEAR HEADROOM a41NCI1E5 MINIMUM NUMBER OF HANDRAILS ONE r��/. aaa I" ^ t1�V' be so arranged that they do not interfere with orderly cleaning. Upon completion of the project or the portions thereof, MINIMUM ILLUMINATION 10 FOOTCANDLES MINIMUM GUARDRAIL HEIGHT 36 INCHES Pal SPACING AT ALL TYPE RAILINGS SHALL HAVE A MAXIMUM OF 4INCH CLEAR OPENING '.t M X the premises shall be delivered to the Owner broom[lean. MAXIMUM 6 INCH CIA OPENING AT I TRIANGULAR SPACE TRIANSPACE FORMED BY TREAD.RISER d RAILINGH jr- 7. Y+L 7. All building materials and assemblies Shull be in conformance with the manufacturers'recommendatmm,specifications and R317 SMOKE ALARMS 8 AUTOMATIC SPRINKLER SYSTEMS C- V U UL -Sr IONSM01<E DETECTION ANO ALARM SYSTEM INTER-CONNECTED WITH y instructions. All manufactured mems,requirements equipment,strict con,etc,shall he installed in es an conformance with The BACK-UP A M TI AT manufacturers recommendations and re wrements and in strict conformance with all NYS Codes and Ordinances All gas OF NEPPOWERSOURCE ATANDAS REQUIRED DYAND IlaSASS CONFORMANCE wvlrHTHE aeslDerdrlAl CODE V A 9 or-NEv✓rokrcslAlEnlvn ns SHOWN ON THE PLANS as sucll- sDN r, W_ piping and all gas-connected appliances and/or equipment shall he checked,tested and approved by the lom _ 1l gas company Iss�M before a eras'on or use PROVIDE DAHNON MONOXIDE DETECTORS EO BY THE RE510EN TIAL CODE OF MEW -SI P YORK STATE AND ASSHOWN ON THE PLANSS ASS SUCHSUCH- CMD V ! Ili$°';+' 6. A Licensed t•censed Plumber shall perform the plumbing work In strict conformance with all NYS Plumbing and Construction Codes, W Z , 9 A Licensed Electrician shall perform 1h electrical Work in Strict conformance with all National 4 NYS Electrical Codes R 905.2.71 ICE PROTECTION L;�3��; W 10 The Architect has not been retained far any field supervision,construction administration or inspection,except as noted In PROVIDE ICE SHIELD PROTECTION BARRIER IN CONFORMANCE WITHI THE RESIDENTIAL CODE OF ^ P V C w O NEW YORK STATE ATTHE SAVE EDGE OF THE ROOF TO A MINIMUM OF 24 BEYOND N IE INSIDE I'Ey,—/.Jll, ' ` O these Documents. The Architect Is not responsible for the method of operations.COnstmotion site safety,CaGSLIPU Llan FACE OF THE EXTERIOR WALL LINE OF TI IS BUILDING C.) O personnel,or scheduling of the work. 11. Where the work shall consist of removal and alteration work,Including all bracing,sharing and related work necessary,as M ` shown,specified or Implied herein In addition to work shown,modify the existing construction that Interferes with new !; Construction to the extent of the Interference. Similarly,cut and later put ch all hole and openings in existing construction R M q necessary for connection of the new building work and for the passage or connection of any structural members and mechanical,electrical and plumbing services r h1 ate+ 12. Where the work shall consist of removal and alteration work,patch Gil surfaces that are damaged by alteration and removal �e•� So� rn of work,including painting of Same where required so as matching existing adjacent surfaces. Where the work shall consist of removal and it oration work,patch any floors and ceilings damaged by project work of any and all trades 13. All roof valleys and intersections shall receive continuous metal roof flashing for the entire length of the intersection Metal flashing shall Pei urn minimum of 12 inches up each side of the intersection Or,v.Hsy. 14. All concrete MONSOO)s as a part of the work shall attain a minimum of 3,000 PSI at 28 days,unless otherwise noted. I Il 15. All steel shall be"A-36 structural steel"With a minimum allowable bending stress of 24,000 PSI,unless otherwise noted. 'V]/ 16. All lumber shall be structural grade wood shall be either Hem Fir 91 grade or Douglas Fir#2 or better,with a minimum ?r allowable fiber stress of 1,000 PSI,unless otherwise noted. l) 17. All windows shall be Andersen High Performance Insulating Glass Window Units,unless otherwise noted Windows shall be supplied with all fasteners,attachments,screens,grilles,handles,and wood Trim to match the existing window openings, r1 LL�U.. Ni unless otherwise noted. I 1 1 O ((IyiNf-r 16. The building has been designed based upon an assumed value or two(2)tan bearing capacity. The actual bearing capacity 11-IUI r shall be verified at the field prior to the commencement of construction. Any deviation from the assumed bearing value y should be brought to the attention of the Architect immediately. Soil analysis and The alternative foundation designs are •y not part of the Architect's scope of services. fW1 19. Provide foundation tie bars as Indicated on the drawings and wherever new foundations meet existing foundations. The I( rambigr Details Provide "silipeen Smell Ile" Betel told dost, stoops, at bars shall be#4 reinforcing bars,minimum of 12 Inches long,spaced 12 Inches vertically d set In a non-shrink type grout. —f reftesso Imo w0.3dn9 ]°lets - straps, to wcittnMe deal Figure R602.3(2) and mil into few of e, 5meiwu dean at I6•• w ,IT 20. Foundations shall be provided with anchor bolts a minimum of 5/8 Inch in diameter and minimum 12 Inches lung Anchor CROSS SECTION END VIEW I G AUL bolts shall be spaced no more than six(6)feet apart with a minimum of two(2)per board length and a maximum of 12 Inches from the end of every board and corners of the foundation. SlapSerious 4'or Q a double Cut plMs Red wall 25 Saba Riad Lae aPit.ptwo.- 21. Crawl space ureas shall be ventilated To The exterior with a minimum of one square foot of vent area per one hundred fifty Gln Be angle ure9alwlenl Sas citron 86023 2 (150)square foot of crawl space area. At least one such vent opening shall be located within three feet of each corner of top pigsis \ the foundation of the building. Crawl space areas shall be provided with a minimum thirty(30)inch wide by eighteen(18) OIST > inch high opening for access thereto from either the exterior or from and adjacent Interior space. Poahlock 'y- 22. Any and all foam plastic insulation shall conform to the Residential Code of New York State and shall have o flame spread around pipe _ W rating of not more than 75 and shall have a smoke-developed rating of not mare than 450 when tested in the maximum Foods,- IJ wa intended thickness far use in accordance with ASTM E 48. Foam plastics,except where otherwise noted,shall be See Tnmee Rso2 Sill P.wlao "se°pan 'Tin" msi mmectdm amps r m stud separated from the interior of a budding with a minimum of `: inch gypsum board or a thermal barrier sufficient to limit the and Rso2 sO) 1n etTa aver olio old a stliag min few of extedar tell studs Jl Jack stuads or 3 average temperature rise of the unexposed surface to not more than 250 degrees F after Fifteen minutes of fire exposure Wm,aures- Whar F to the A5TM E 119 standard time temperature curve. see se°ion _ — R6023 23 All wall and ceiling finishes shall have a flame spread rating of not greater than 200. All wall and ceiling finishes shall have QT, a smoke-developed index of not greater than 450, 24. All insulation materials,including facings,such as vapor harriers or breather papers installed wR bin floor-ceiling hall.'lot Build nla,1J, jot t assemblies,crawl spaces and atrAS shall have a flame spread rating of not greater than 25 with an accompanying smoke- Fmm,mata developed index of not greater than 450. SUhOoor — MLED ARC 25. A vapor retarded shall be installed on the warm-in-Winter side of the insulation in all framed walls,floors and roof/ceilings Founeaaen cnppb Geo' D E. ,y Hi m wan-Sea secuon comprising elements of the building thermal envelop. All areas of the building that are subject to decay damage shall ------------ ------- 8602 a SII)plain 1__, require the use of an approved species and grade of lumber,pressure preservative treated or decay resistant lumber. F — _ -____ ____ Foenealler wall T EXTSITNG CONSTRU69ION TO REAMTN DUPLEX ELECTRICAL RECEPTACLE L________ ______________ studs Y Anchor bolts embddbed in _ _ EXISTING LONSTRULIFON TO BE REMOVED IJ3[ LIGHT SWITCH(b-DIMMER, 3-THREE WAY) PY4'dm9ona1 Ioundulion a-ac mal ' brace lel Intor,y 1, 75_971 -T= NEW WOOD FRAME CONSTRUCTION X NIGHT FIXTURE(RELESGDED HIGH-HAT) stun comer and Intal PoaU OF U .(, NEW BRICK CONSTRUCTION + LIGHT FIXTURE(CEILING MOUNTED) MoodI�T FLIT Jet T as, "S'Lablaa and up Ile" Deal build dun etrapd exam wad e111 Elite em lip Lace of rmll 11rto few of exteriac ' NEW CONCRETE CONSIRucaoN -($tl LIGHT FEATURE(WALL MOUNTED) aeJ1 etude '90 Appy appmved ahaetMoa m bore exlerbr walls with I-a or braces lel peanuts Rad plates and .�••� -�' SMOKE DETECTOR O EGRGE55 WINDOW .—,itlnOrroml Jr.on.rSBUJOCoguenSlatu, pig.to lOCoguerdharapao S.Ubo R602.10 CARBON Installed In .—,it....Will papsG1.1mns paw.d annual a2.W ergo CARBON MONOXIDE DETECTOR Sol cur alk ail."w mkmnwunsaun earunu....ou hAhrvei.a Neu.mllnadM S,th. uaa°wx4"b ."ficibiry aaa neap Nullh hicho o" 6� s t baa l RSC– S H:.. tiL E CX�(� 15C��r F lq� � to �f r P�;.c�FE 1� I/2"rl-FICA DCT RIa(2. 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IG ur�[T I2Qr I 11 MEr�L Q N CLL E pp yy TEcos l8'o(A. c t Y�tt �l W r-t d z �ITlOLJ �'1 -• 7 - F�f'C•�b Ta M(I�, 36" 3pN C-F�1sDE c ctl V� o � I I E�7cts-L•!C-� Jots a �1� i f `°° �� � � I F- ' W :� I fin it �� I I Fa ��•�' � � t-T' �sE•ttLJ�.�� atm l`s� t utM' \ L I d1 R _ aCr K�- RtsLo tNsc7t.4T7�1 6PW0CZ> rn '—(r�cr�r �uE I ,� tICC -f �06 <Ex4 RIDC /RST Mar�N actst'Cti oyez 2x� r C -- EiC bE�cckE� q X g „ 2 C�2 _ I I �� S�tn +N,, si i CM�rcE+tvuc �x�� R�� DE FOUr�D.na P LDe �auuD. I x " yQ - I2 2xry Ccu� g1 2x ertP[x�tD, s? TtE �o�G� f�Hn! I �tn� Nq �'n Tt�s tro'o.c ey/ B�TC�-+ stOW�To Jct o I Tait Cr-,�tast � IDa� c15'�PDic»�irSW� I I [5 v 0- Scoff � i�rINT r T� �rl-w - _ �Uy I 2etv+a[e E�ctaTC� tutP��7r J4k1✓ RaIv�s �0 •� - G�2 8l�D G c sM1xG� lo4o.cTR Le Mtc . po --ice ot7fRtc [LTt�tct� PATI ll�tx , C 9� M thDR'S F COLUMUM N --C t/2"TEitc� L 6o�t7 @D �.at_L_ ( oocs� IlXl tN-�rtLLW/EucL, Ci`(PLc�s- 7 U Ca c TRIM eut ,5 Q UJ FROVOIS 3/4 TNtcv-FL� >w� I L� • , . D_t'Ht�-«9,-C ?, - (2,-L1N6 ---- -' I i I - = _ \[tNYL. _ sl�Fa-FLOGY1LtJ� o.c.Jots'tsG�,l2'' LTJ ° •, Bl�! 2xSJotsTS� l2'o•e. I _(�u2x8solst�G t2'o.t:.l ? I JotstS@l�o,e, I I N � tl I ! � I(� O (q�� = ia[E ,rchAtLV 3 pa,W/ ,1'1t�ltoEx t2" P, �' ( TTT C2)2x[o (1�E 5/4 ooTf�-uM 6D 1 LI I1 ! VVV l� d tc�c cr Yy �¢ JO( Dout,t E �N� X REL.ocr�TRj �II V� LpFl�.v t��cau @ t2"o,c. rte= W • ,• I •JOISTS G E(�D L'Y�Rs Tb t - / - SFE I [yap 8'T�t(C,1G �bU COPC ! Rte- i-E elcts'rc� l� p • l� DO TRacicS uj p °� — ': I l7 p hTcM.th7rEL FoD fib. KAU /24` tcmex I� LLL -.. - TbIL.Cfti P 7 -7777777=71i rF - (M tf�• 4 THtct n �' 2 . ca..ut.A, S �A ; c��v 2 '6Q.a1�[�t tyy d Ev- pV O I INBfJ 2xS TC 4T i=D JsTS I t,' I J 5 I yl9 9to I E @ 12"O,C, 6d�D1Et2'0 C JSLs.� `3 JI r V1000 JoBC�u Lx t2"T11E27 +- — _ } a6(3 6L62X1 >� Ca uN CF= CEcL� txrKN 1 jt-Lu �+ ' ikA 4, rt�5 tl Corot s�o Ja5 �. t�t3 ' / '� N C C- vS S�� l b f^� D • P -' ' t�41(` ! �" s 1597 VO�.3. OF NF.W r Jsr/FL.0 f -' I•: - t4'sn Ing a plat WALk-- tnorJ D - K �� ` '� \ t C � o e 139 cWl sr f T4 F�Cidt--E� �/�Y' •_ �1011 —T JI-C'O ✓ LJ� OI /�,1 CO -•�Gl�.�,-J�J Q �,''I I l� GENERAL NOTES Nailing Schi chat 1. All work performed b The Contractor shall be in strict conformance with all New York State and Local Built n Cade:and GROUND WINO SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD P Y 9 SNOW SPEED DESIGN FROST DESIGN UNDERLAYM'T HAZARD Ordinances. The entire work when completed shall conform in all respects to all Local and State Laws and Ordinances to all LOAD (MPH) CATEGORY WEATHER'G DEPTH TERMITE DECAY TEMP. REQUIRED JOINT DESCRIPTION NUMBER of COMMON NA LS NUIUBER DF BOX NA C NMLBPAOING established Codes and standard specifications applicable thereto. Where conflicts between the Construction'Documents 45PSF 12610 C SEVERE 3'-6" MQDER/ BEVEREI 13 YES NO ROOF E(TO N and the established Codes,Ordinances or standards arise,the more restrictive shall apply. No work shall commence before RAFTER To TOE PUTE(TOE NAREO) 3-60 3.I0D PER RAFTER CEILING JOIST TO TOP PLATE(TOE NAILED) 3-Bp 3460 PER RAFTER a proper Building Permit has been obtained. R 301.2.1.1 ❑FILCH CRITERIA-WFCM 1995 EDITIONIHIGH WIND CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) 5-160 5-40D EACH LAP O 2 The Contractor shall be responsible for verifying all of the conditions in the field, Any ambiguittes between the field CEILING JOIST IAPB OVER PARTITION(FACE NAILED) 5-160 5-40D EACH LAP COLLAR TIE TO RAFTER(FACE NAI LED) 3-80 3-1DD PER TIE conditions and the drawings shall he brought to the attention of the Architect prior to the commencement of construction R 301 4 MINIMUM UNIFORMLY DISTRUIBUTED LIVE LOAD(PSE) BLOCKING To RAFTER(TOE NAILED) 2-50 210D EACHEND I EXTERIOR BALCONIES 60 PSF RIM BORDER TO RAFTER END NAILED) The Contractor and Sub-Contractors shall he held To have visited the site so that they may determine the difficulties That DECKS 40 PSF ( 7 z460 3-16D EACH END the may encounter during construction. If the Contractor deviates,at their option,from the Construction Documents and PASSENGER VEHICLE GARAGES 50 PSF w�LFe&&LNG Q Y Y 9 P TOP PLATE TO (FACE NAILED) 2-18D 2-16D PER changes the assemblies,layouts and equipment shown or specified,they shall bear the full cost for such modifications, ATTIC WITHOUT STORAGE to PSF top PLATE AT wrERsecnoNs(FACE NAILED) 4 18 516D JOINTS-EACH SIDE _ includingthe cost to amend the plans,specifications and applications filed with the Building Department,when required ATTIC WITH STORAGE 20 PSF STUD TO STUD(FACE NAILED) 2-160 2-160 24'O C. P P PP 9 P 9 ROOMS-OTHER THAN SLEEPING ' 40 PSF HEADER TO HEADER(FACE NAILED) 16D 16D 16'0 C ALONG EDGES 3. These drawings and information are the sole property of the Architect. Any reproduction,use,alteration,change and/or SLEEPING ROOMS 30 PEP TOP OR BOTTOM PLATE TO STUD(ENO NAILED) SEE STRAPPING DETAILS SEE STRAPPING DETAILS PER STUD certification of these drawings without express written consent from the Architect,is strict) forbidden. These notes are STAIRS 40 PSF BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,END JOIST r 9 P Y GUARDRAILS&HANDRAILS 200 PCL BLOCKING(FACE 2- O V art of the plans and specifications and are Ta be complied with in all respects,except that more restrictive not" ( I Iso 2-16D rear-DoT P P P P P P FI DEO FROM Nr. mentioned in The drawings take precedent. R 303 VENTILATION 8 HEATING JOIST TO SILL,TDP PLATE OR GIRDER(TOE NAILED) deo 4.100 PER JOIST BATHROOM XHAUSTREXHAUST NTVENTILATION CFMFOIREREINDICATED ON PLANOR PM FOR CONTIUPPLYNUOUS UOUS UE BRIDGING TO JOIST TOE NAILED) 213D 2 100 EACH END 4 The Contractor or any Sub-Contractor shall be held responsible for understanding and complying with requirements of the EXHAUST REQUIREMENT OF 50CFM FOR INTERMITENT USE OR 20 CFM FOR CONTINUOUS USE BLOCKING TO JOIST(TOENAILED) 2-BD 210D EACH END 0 W Construction Documents, including details. Where specific conditions are not shown herein,construction shall conform To BLOCKING To Stu OR OR TOP PLATE(TOE NAILED) 3-16D 4-16D EACH BLOCK HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM OF 68 DEGREES LEDGER STRIP TO BEAM(FACE NAILED 3-16D 4 16D EACH JOIST intent of these Documents. Measurements should never be scaled from the drawings but instead derived arithmetically FARENHEIGHT AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY FROM EXTERIOR WALLS ) N IN HABITABLE ROOMS JOIST ON LEDGER ON REAM(FACE NAILED) 60 3-16D PER JOIST from shown or implied dimensions. Furthermore,measurements shall be verified in the field before proceeding with BOND JOIST To JOIST(END NAILED) 3-1-t6o q-Iso PER JOIST construction. The failure to show detail ar repeat on any drawing the figures or nates given on another,or discrepancies, BOND JOIST TO Stu OR PLATE(TOE NAILED) 2-160 3.16D PERFECT R30B GLAZING ROOF c�NS- „1 shall not be the cause far additional charges or claims MINIMUM GLAZING STANDARDS SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE STRUCTURAL PANELS BO 10D SEE DIAGRAM UJ 5. The Contractor shall release and hold harmless both the Owner and Architect from and all personal Injury claims,whether REQUIREMENTS AS OUTLINES IN SECTION 8308&TABLE R30B.3 CEILING SHEATHING Instituted by their employees or Sub-Contractor personnel,arising out of the performance of the work. Liability GYPSUM WALLBOARD 12-DRYWALL SCREWS 112'DRYWALL SCREWS 1-EDGE110'FIELD YP 9 P 1e R 310 EMERGENCY ESCAPE 8 RE TIONS OPENINGS WA i =Ry NS- Insurance,Workers Compensation and Disability Benefits shall cover all Contractors or personnel involved in the DESIGNATION ON PLANS 8 ELEVATIONS AS SUCH- IS STRUCTURAL WALL PANELS BD 100 SEE DIAGRAM construction operations The Owner of the property and the Architect shall be"Additionally Insured"under the Insurance GYPSUM WALLBOARD Us'DRYWALL SCREWS 12'DRYWALL SCREWS ]'EDGEAD'FIELD \ Coverage provided for this project. Prior to issuance of a Building Permit,evidence of insurance must be resented to New R 314 STAIRWAYS FI DORFI CK OR NS- 9 P P J 9 P ALL STAIRWAYS,UNLESS OTHERWISE OUTLINED BELOW:NOTED,SHALL CONFORM TO THE RESIDENTIAL CODE OF STRUCTURAL PANEL51'THICK OR LESS BO 10D fi'EDGEl12'FIELD York State and Local prescribed of Buildings,the Owner of the property and the Architect, in the specific manner, NEW YORK STATE AND AS OUTLINED BELOW: SJ format and procedure rescribedb Them. STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34INCHES P P Y MAXIMUM RISER HEIGHT 8'GINCHES MAXIMUMHANDRAILHEIGHT 30 INCHES 6. The Contractor shall be responsible for the safe maintenance Of the construction site and all areas where construction MINIMUM TREAD DEPTH 91NCHES MINIMUM HANDRAIL DIAMETER i 114 INCHES operations are been performed. The Contractor shall clean u and remove from the remises all waste material and MINIMUM NOSING '/.INCHES MAXIMUM HANDRAIL DIAMETER 21NCHES P 9P P P MAXIMUM NOSING 1114INCHES MINIMUM HANDRAIL CLEARANCE 1 'G INCHES N rubbish of every description that results from work operations,as often as the Owner may require. All new material shall MINIMUM CLEAR HEADROOM 84 INCHES MINIMUM NUMBER OF HANDRAILS ONE I�1 M M be so arranged that they do not interfere with orderly cleaning Upon completion of the project or the portions thereat' MINIMUM ILLUMINATION 10FOOTCANDLES MINIMUM GUARDRAIL HEIGHT 36 INCHESBALUSTER SPACING AT ALL TYPE RAILINGS SHALL HAVE A MAXIMUM OF 41NCH CLEAR OPENING the premises shall be delivered to the Owner broom Clean. MAXIMUM 61NCH CIA OPENING AT THE TRIANGULAR SPACE FORMED BY TREAD,RISER&RAILING 1ti l� 7. All buildingmaterials and assemblies shall be in conformance with the manufacturers'recommendations,specifications and M 't P R317 SMOKE ALARMS 8 AUTOMATIC SPRINKLER SYSTEMS �I - u DETECTIOND ALA Y d instruction: All manufactured items,appliances,equipment,devices,etc.shall he installed m strict conformance with the PROVIDE AMULTI-STATION SMOKE AN RM SYSTEM INTER-CONNECTED WITH BACK-UP POWER SOURCE AS SHOWN BY AND IN CONFORMANCE WITH THE RESIDENTIAL CODE O .--i manufacturers'recommendations and requirements and In strict conformance with all NYS Codes and Ordinances. All gas �I G OF NEW YORK STATE AND AS SHOWN ON THE PLANS AS SUCH- BO _ ` > ,y try piping and all gas-connected appliances and/or equipment shall be checked,tested and approved by the local gas company W before operation or use PROVIDE CARBON MONOXIDE ONT HE PLA S REQUIRED BY THE RESIDENTIAL CODE OF NEW Q1 3 B. A Licensed Plumber shall perform the plumbing work in strict conformance with all NYS Plumbing and Construction Codes. YORK STATE AND A s seowN ON THE PLANS As sucH- cm0 E 9. A Licensed Electrician shall perform the electrical work in strict conformance with all National d NYS Electrical Codes. R 905 2.7.1 ICE PROTECTION ~ d Z u 10 The Architect has not been retained for any field supervision,construction administration or inspection,except as noted In PROVIDE ICE SHIELD PROTECTION BARRIER IN CONFORMANCE WITH THE RESIDENTIAL CODE OF /tom x > L^ rp responsible for the method of operations,construction site safe NEW YORK STATE THE SAVE EDGE OF THE ROOF TO A MINIMUM OF 24"BEYOND THE INSIDE I'If—T�/]I O p p Safety,construction FACE OF THE EXTERIOR WALL LINE OF THE BUILDING ;a,these Documents. The Architect is net res personnel,or scheduling of the work. 11 Where the work shall consist of removal and alteration Work,including all bracing,shoring and related work necessary,as shown,specified or Implied herein. In addition to work shown,modify the existing construction that interferes with new construction to the extent of the interference. Similarly,cut and later patch all hole and openings in existing construction t rt R M necessary for connection of the new building work and for the passage or connection of any structural members and mechanical,electrical and plumbing services. la-i .�.ia 1fy 12. Where the work shall consist of removal and alteration work,patch all surfaces that are damaged by alteration and removal L") Bill p"`I---1--- of work,including painting of same where required so as matching existing adjacent surfaces Where the work shall consist I of removal and alteration work,patch any floors and ceilings damaged by project work of any and all trades Z 13 All roof valleys and intersections shall receive continuous metal roof flashing for the entire length of the intersection. Metal flashing shall return minimum of 12 inch"up each side of the intersection or valley. 14. All Concrete materials as a part of the work shall attain a minimum of 3,000 PSI at 28 days,unless otherwise noted. n 15. All steel shall be'A-36 structural steel"with a minimum allowable bending stress of 24,000 PSI,unless otherwise noted. 16. All lumber shall he structural grade wood shall be either Hem Fir#1 grade or Douglas Fir#2 or better,with a minimum O allowable fiber stress of 1,000 P5I,unless otherwise noted. (� 17. All windows shall be Andersen High Performance Insulating Glass Window Units,unless otherwise noted. Windows shall be n 7 supplied with all fasteners,attachments,screens,grilles,handles,and wood trim to match The existing window openings, L unless otherwise noted. 1 �1 18. The building has been designed based upon an assumed value or two(2)ton bearing capacity. The actual bearing capacity L shall he verified at the field prior To the commencement of construction. Any deviation from the assumed bearing value } should he brought to the attention of the Architect immediately. Soil analysis and the alternative foundation designs are not part of the Architect's scope of services. I 1].j_r/J. lGllt '4Co)I` 19. Provide foundation tie bars as indicated on the drawings and wherever new foundations meet existing foundations, The n+$1pimig Det8119, Provide "afapeon StxrAig Tie" metal told dA.n stl:age at -� 7 bars shall be#4 reinforcing bars,minimum of 12 inches long,spaced 12 inches vertically d set in a non-shrink type grout emf •af4^^ and ceiling joint" - etvaLx to mntir dam Figure R602.3(2) am roll into face of exbri6vras1l retaxa at 16" no 20. Foundations shall be provided with anchor bolts a minimum of 5/8 Inch in diameter and minimum 12 Inches long Anchor CROSS SECTION END VIEW L JI bolts shall be spaced no more than six(6)feet apart with a minimum of Two(2)per board length and a maximum of 12 inches from the end of every board and corners of the foundation. SBiWerlolsla 4-or JI JI O 21, Crawl space areas shall be ventilated to The exterior with a minimum of one square foot of vent area per one hundred fifty SINN.or double Cut p19,loan won 25 pap.sea un spNa gine- `� y top pIW .nyle ore9uMl.nl SU SeGlon R60212 (150)square foot of crawl space area At least one such vent opening shall be located within three feet of each corner of al v the foundation of the building. Crawl space areas shall be provided with a minimum thirty(30)inch wide by eighteen(18) our 4 Inch high opening for access thereto from either the exterior or from and adjacent interior space. Haiti I I 1 @ � 22. Any and all foam plastic insulation shall conform to the Residential Cade of New York State and shall have a flame spread around plpe W 1� rating of not more Than 75 and shall have a smoke-developed rating of not more than 450 when tested in The maximum Head., I (� I I intended thickness for use in accordance with A5TM E 48. Foam plastics,except where otherwise noted,shall be Be.Tablas R502 50) P.ovide "si.peon 'tae" moral cameatlm straps firm atual U 1 7 Lf) W ,r, separated from the interior of a building with a minimum of ' inch gypsum board or a thermal barrier sufficient to limit the dna Rsoz s(x) m ¢tad was xim of nates inm fa® of mReTim wu .tads 111 N/ yquU,l Jack Mud.or average temperature rise of The unexposed surface to not more than 250 degrees F after fifteen minutes of fire exposure Well studs- Wmmen F to the ASTM E 119 standard time temperature curve. Be.section R6g23 23. All wall and ceiling finishes shall have a flame spread rating of not greater than 200. All wall and ceiling finishes shall have (Y. a smoke-developed index of not greater than 450. 0 24. All insulation materials,including facings,such as vapor barriers or breather papers installed Within floor-telling Bottom plat. solid backing n of T assemblies,crawl space:and attics shall have a flame spread rating of not greater than 25 with an accompanying smoke- TffFloor)Dist. �Ep 0D. developed index of not greater than 450, subnoor Ati (y0 E. M F 25. A vapor retarded shall be installed on the warm-in-winter side of the insulation in all framed walls,floors and roof/ceilings Foandman cripple C, comprising elements of the building thermal envelop. All areas of the building that are subject to deco damage shall - w.11-s..soman P 9 9 P 9 J Y 9 sill plate ------- RE02.8 require the use of an approved species and grade of lumber,pressure preservative treated or decay resistant lumber --' Foundation.11 w 4 QAL EXISTING CONSTRUCTION TO REAMIN DUPLEX ELECTRICAL RECEPTACLE L-----___ -------------- °rade a J ��OL Moor tab.mbadded In � _--= ExIST3rdG CONSTRUCTION TO BE REMOVED n°Jl LIGIi1'SWITCH(b-DIMMER, 3-THREE WAY) 1'xt-di.yonal foundation 6'O.E.man. 9 l y brace let Into TF yOQ - /— NEW WOOD FRAME CONSTRUCTION �( LIGHT PICTURE(RECESSDED HIGH-HAT) .cud+ Corner and IvNllon poets 4iF Ni en Bit T a� NEW BRICK CONSTRUCTION LIGHT FIXTURE(CEILING MOUNTED) Pawide "sinpein Stag Tie" n¢tal told dum etmp axavd // /f}/.���'/,, nood ell) pleb aril up face of wall Stain face of <t¢ior 4y NEW CONCRETE CONSTRUCTION LIGHT FIXTURE(WALL MOUNTED)Tq aced atlxa , gp + AppN.ppmv.d ah.ahing or boas utedor walls wlth 1'a 4-braces latInb etude and plass and SMOKE DETECTOR O EGR6E55 WINDOW ..,do p from b0loom plan to top plain or other approved tion strop tlrvlus Installed in 1y CM0 amrtlontr wIW Na mmubdunh.ps,or provede. Pa Rstrop d. * CARBON MONOXIDE DETECTOR hov.nw+m.werpnm"nam.wne.dxe+wa++nnl n.vaminw ee..mii.anuvn ln."..vi.Am /1 .oma d... ..w d"..a e1P.ivrtrr.aw...e e..=..F.we_..sew"a.caws.ia•e..d"v ma...1. (\��{l nF S