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HomeMy WebLinkAbout33480-Z y�1FFQ(,� Town of Southold Annex 7/7/2014 ,y P.O.Box 1179 � 54375 Main Road e3 �Fj7 Southold, New York 11971 ,�� uxcxYx CERTIFICATE OF OCCUPANCY No: 36981 Date: 7/7/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2345 BAYVIEW AVE GREENPORT, SCTM#: 473889 Sec/Block/Lot: 52.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/9/2007 pursuant to which Building Permit No. 33480 dated 10/19/2007 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: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES, ZBA AND DEC NJ LETTER. The certificate is issued to THOMAS M BYRNE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 121942C 07-23-2008 PLUMBERS CERTIFICATION DATED 06-18-2008 Pho fix Plumbing& Heating i Auth d S' natur fl'pt Town of Southold Annex 6/19/2014 P.O.Box 1179 54375 Main Road ► V) Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36981 Date: 6/19/2014 THIS CERTIFIES that the building HISTORICAL Location of Property: 2345 BAYVIEW AVE GREENPORT, SCTM#: 473889 Sec/Block/Lot: 52.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/9/2007 pursuant to which Building Permit No. 33480 dated 10/19/2007 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: ADDITIONS AND ALTERATIONS INCLUDING A COVERED PORCH AND DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to THOMAS M BYRNE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 121942C 07-23-2008 PLUMBERS CERTIFICATION DATED 06-18-2008 Pho#iix Plumbing&Heating Aut ed S' ature 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. 33480 Z Date OCTOBER 19, 2007 Permission is hereby granted to: THOMAS M BYRNE 74 ROXEN ROAD ROCKVILLE CENTRE,NY 11570 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES, ZBA AND DEC NJ LETTER. at premises located at 2345 BAYVIEW AVE GREENPORT County Tax Map No. 473889 Section 052 Block 0005 Lot No. 001 pursuant to application dated OCTOBER 9, 2007 and approved by the Building Inspector to expire on APRIL 19, 2009 . Fee > 860 . 00 Aut ori e re ORIGINAL Rev. 5/8/02 1j6A Form No.6 J TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL JUL 7 765-1802 } APPLICATION FOR CERTIFICATE OF OCCUPAN� -e 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 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 S. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. N, 09 New Construction: Q� Old or Pre-existin Building: // (check one) Location of Property: 23 ([/J ddy vrekf AVC House No. yin.( Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block J" Lot Subdivision Filed Map. Lot: Pen-rut No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: 0 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2f Applicant Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 7/24/2008 375 Dunton Avenue 121942C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Thomas Byrne Street: 2345 Bayview Avenue Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: Shore Power Elec. Cont. Inc. Lic. # 42536-ME Was examined and found to be in compliance with the National Electrical Code. Commercial NV Defects Pool X 1st Floor X Indoor X Basement Hot Tub < x Residential Det. Garage X Attic X 2nd Floor X Outdoor Addltlon Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 34 49 55 8 8 w Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves 1/20a 1 20 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 2 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 x 2 Bldg. Permit: 33480 Other Equipment 1-200 amp Main Breaker Panel Hugo S. Surdi President Rough Inspection: MM/ 12008 InspeMahon III ' L `ll JJ dd Flnat� ipection �Z/23/E0j�08�� ?' Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. o��g�FFO��►�o cz N Z Town Hall,53095 Main Road 5 �� Fax(631)765-9502 P.O..Box 1179 �Ol �a� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: U/—0- �0 Building Permit No. _ ,jjC-lffte.) Owner: � (Please (Please print) Plumber: /�lv/rI`j� i% •7G , (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of J we 20 0,C Notary Public, .S o fA, County John M.Judge NOTARY PUt3LIC,State of New York No. 01JU605°400 Oualified In Su{lolk County commission Expires May 29,20 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I / INSPECTION FOUNDATION IST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION RRE RESISTANT CONSTRtICTION FIRE RESIST PENETRATION REMARKS: DATE - INSPECTOR E �`� �o��pF SOpr�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR S: f f I DATE .,/k,1)19 C7 INSPECTOR .zi:±ni so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ROUGH PL13G. 14DATION 2ND INSULATION F INC(j:ST: ING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SOUTyolo 33 8 7- �Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION gfRAM1 ING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� INSPE CTO ' pF SOpT�Olo 331f yt) 7 O�'fCpUNry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: O L� DATE g INSPECTOR OF SOUI,y�lo �co � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: W6� INW_416d) IVD7- D/0-i�� 41VO 4to,&) 4t­ DATE IN PE T S COR 4_ � �'y00UNf`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PE TION O ` REMARKS• `2 Z AIL L C' , DATE �� INSPECTOR � OF SO(/J�O� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING [ZFI L [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C.4"t U7 z DATE 716��kpINSPECTOR FIELD INSPECTION REPORT I DATE I COMMENTS i/w/Oz FOUNDATION(1ST) 'may -------------------------------------- FOUNDATION(2ND) 9- z o ..,. o _ �y r ROUGH FRAMING& PLUMBING C' 19 AV- - -- INSULATION PER N.Y. STATE ENERGY CODE { 3 r 0 0A/ e,vtE r � 3 FINAL t G dot � r ADDITIONAL CO TS c O m t � • s y G p � z E� . d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ( ' Survey www. northfork.net/Southold/ PERMIT NO.33`t Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 Mail to: Disapproved a/c U(E, U uyp) Phone:-( � - Expiration 20 1 , Build' g Ins ector 2007 APPLICATION FOR BUILDING PERMIT BLD,3. DEPT. T WN OF S^'UITHOLD 20 Date 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. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises g (As on the tax rolt or latest deed) If applicant 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: 234- gP Y VI IEA vE �S CVI-HICLAD House Number Street Hamlet County Tax Map No. 1000 Section 672 Block 06T > N � ' 3t4.��ny� Subdivision Filed ,` ;: " ., (Name) , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancytZ GS fV IF--- k2JA Fit. b. Intended use and occupancy Ele_�;Is l'b P:kw AL- 3. Nature of work(check which applicable): New Building Addition V Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost aoo, COO Fee #2OL-) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 1 7. Dimensions of existing structures, if any: Front S9,� Rear 5 I Depth �(�, S/ Height A-, l0) 1 Number of Stories / Dimensions of same structure with alterations or additions: Front 59, 0 tear Depth 40's , Height ti 2,9,4 rl Number of Stories ' 2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front / Rear ��( Depth 10. Date of Purchase /��'�2 Name of Former Owner 11. Zone or use district in which premises are situated '�e-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES v/'NO 13. Will lot be re-graded? YES NO Zwill excess fill be removed from premises? YES V NO IZGc.L'vi!/e a w,47e 14. Names of Owner of premises k-9U5LLl /3y/Z� address 7*RokC�t,a, /l,�oPhone No. 5/l0, Name of Architect i 141 &l� l� Address AM 3/1, ql-r //e, Phone No (v3/ .447 8�2 Name of Contractor Zfk ' 44 Address Q A)b.& Phone No. Gil.2Sg 34 6+ 16J111-- ,/L/Y//1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V.'/NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS>.4AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 1/ 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 �l fi/Z!4/<' a4C-11E606l6r0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the / "moi!kc?, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of/j47D&6-R 200 Notary Public 4-Signatulef Applicant ST NONE% Newvk No. 9419, G�nnn��p►es 1uh► 1, � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved y ,20 Mail to: imi G�GI�EG it[ Disapproved a/c P10,16 91/0 ` a Phone: /017/. �. Z¢ 0 Expiration 20 i spe r FB 14 20071 APPLICATION FOR BUILDING PERMIT Date r 14 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. j d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Q �1�0 (Signature of applicant or name,if a corporation) �O (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agziy Name of owner of premises � 'ye�yE (As on the tax roll or latest deed) If applicant 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: House Number Street Hamlet County Tax Map No. 1000 Section —a Z Block Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,e&-:5j '17,�jL b. Intended use and occupancy ,e 4'�/7`J&� AL 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ���— (Description) 4. Estimated Cost �J�-�� Fee , (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy,.;specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 519,61 Rear Depth Height v 20,67 Number of Stories / i y r Dimensions of same structure with alterations or additions: Front �J, leer Depth 45,E Height 2-7.$ Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front b¢'06 Rear 95/ Depth 2C/. 4-f-' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I-e- ¢o / c 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from premises? YESy NO ' / /tee! P_ci'Yli,</e t2ial t_ 14. Names of Owner of premises -9YRk,'E k�skl Address AA&V AV //5?0 Phone No. 6"16. laSf. 9�7�3 Name of Architect ;!GG>,e 41&* 9r14l11 Address AV6&V4 (,,r,# Phone No /-_ 3/.f�_ & Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT$ 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 SG! / being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the )PC,411>&c (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo before me this day of 20T-) _ Notmoblic Signature of Applicant BONNIE J.DOROSIO Notary Public,State Of New York No.01D06095328,Suffolk County Term Expires July 7,20„�,_ Am BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6679 DATE: JULY 24, 2007 ISSUED TO: THOMAS BYRNE & VERONICA KALISKI PROPERTY ADDRESS: 2345 BAYVIEW AVENUE, SOUTHOLD SCTM#52-5-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 24,2007,and in consideration of application fee in the sum of$250.00 paid by Thomas Byrne&Veronica Kalis1d and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizesand permits'the following: Wetland Permit to construct a second-floor addition, first floor kitchen extension and deck extension with the condition of the installation of gutters and drywells to contain roof runoff, and a line of staked hay bales to be installed 30 feet from the bulkhead prior to construction, a 15 foot non-turf buffer, and as depicted on the site plans prepared by Frank Uellendahl, last dated July 25, 2007, and received on July 27, 2007. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ��gU�Ftlj�.c� 155 „` Peggy Dickerson TERMS AND CONDITIONS The Permittee Thomas Byrne & Veronica Kaliski residing at 2345 Bayview Avenues SOuthold,_New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said 13oard of'Trustees and the'Town of Southold are released from any and all damages, or claims for damages, of suits arising dirCCtly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of "Trustees of the Town of Southold. 2. That this Permit is valid for a period ol'24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the 13oard at a later date. 3. That this PCrlllit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause I'm revocation of this Permit by resolution of the said 13oard. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right 01'111C public to pass and repass along the beach between high and low water marks. 7. That if future operations of the 'Town of Southold require the removal and/or alterations in the location of the work herein authorized, or it', in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. K. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the SUI'folk County Ucpartmcr►t of Ileal Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. That the said Iloard will he notified by the Pernuttee ofthe completion ol'the wort: authoriled. I t1. That the Permittee will obtain all other permits and consents that may be rcquircd supplemental to this permit, which may be subject to rcvol:e upon failure to obtain SZ1111e. James F.King,President �QF SQ(/�y Town Hall Jill M. Doherty,Vice-President ,`O� �� 53095 Route 25 Pe A.Dickerson P.O.Box 1179 Peggy Southold,New York 11971-0959 Dave Bergen Ac Bob Ghosio,Jr. � �4 Telephone(631) 765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0345C Date August 8, 2008 THIS CERTIFIES that the second-floor addition first-floor kitchen extension and deck extension gutters&drywell and 15' non-turf buffer At 2345 Bayview Ave., Southold Suffolk County Tax Map#52-5-1 Conforms to the application for a Trustees Permit heretofore fled in this office Dated 6/27/07 pursuant to which Trustees Wetland Permit#6679 Dated 7/24/07 was issued, and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the second-floor addition first-floor kitchen extension and deck extension, putters& drvwells and. and 15' non-turf buffer. The certificate is issued to THOMAS BYRNE &VERONICA KALISKI owners of the aforesaid property. )X0.00 0 J r Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us Alexander B.Grannis Commissioner LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT July 20, 2007 Mr. Tom Byrne 74 Roxen Road Rockville Centre,New York 11570 Re: 1-4738-00887/00003 2345 B jew.Avenue- Southold Dear Mr. Byrne: Based on the information you have submitted the Department of Environmental Conservation has determined that the portion of property located landward of the functional bulkhead which is more than 100'in length and was constructed prior to August 1977 is beyond the jurisdiction of the Tidal Wetlands Act (Article 25) as shown on tidal wetlands map#716-550. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hale bay be=.- Please erm.Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Ro Evans Pe t Administrator BMF-IP/mep FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 20, 2007 TO: Frank Uellendahl (Byrne/Kaliski) PO Box 316 Greenport, NY 11944 Please take notice that your application dated February 14, 2007 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 2345 Bayview Avenue, Southold County Tax Map No. 1000 - Section 52 Block 5 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling on a non-conforming 16,753 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 200-124, which states that non-conforming_lots, measuring less than 20,000 square feet in total size, require a minimum rear yard setback of 35 feet and a minimum single side yard setback of 10 feet. The proposed construction notes a front yard setback of+/- 16 feet, and a singleyard setback of +/- 4.5 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 B, which states: "All buildings located on lots upon which a bulkhead, concrete wall, riprapor 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." The se con tes a Droposed setback of+/- 60 feet from the existing bulkhead. c� onze atu Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERSSOF $DUy Mailing Address: Ruth D. Oliva,Chairwoman � �'Qll Southold Town Hall Gerard P. Goehringer 53095 Main Road•P.O. Box 1179 � #t Southold,NY 11971-0959 James Dinizio, Jr. cn ac Office Location: Michael A. Simon �Ql� ^a�Q Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman COUNTY,�1 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809•Fax(631)765-9064 FIND.lA1GS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 14, 2007 ZB F11,614-o. 6031 —Thomas Byrne and Veronica Kaliski Property Location: 2345 Bayview Avenue (corner), Southold CTM 52-5-1 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' 16,753 square foot parcel has 85 feet along Bayview Avenue and is improved with a single-family dwelling as shown on the September 19, 2006 survey prepared by John Metzger, Peconic Surveyors, P.C. BASIS OF APPLICATION: Request for Variances under Sections 280-116B and 280-124, based on the Building Inspector's February 20, 2007 Notice of Disapproval concerning an application for a building permit to construct as-built and new additions/alterations to the existing single-family dwelling, which are less than 35 feet from the front lot line, less than 75 feet from the bulkhead, and less than 10 feet on a single side yard. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated May 2, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. TOWN CODE CHAPTER 268 LWRP DETERMINATION (Exempt): The second-story is over an existing first floor area of a dwelling, exempt as a minor action. It is also noted that a major portion of the second-floor additions is beyond the 75 ft. zoning code setback restriction of the bulkhead, and therefore not subject to jurisdiction of the Zoning Board of Appeals. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 31, 2007, 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: The applicants seek variances for: (a) a proposed second-floor addition at 16.3 feet from the Bayview Avenue and 73 feet to the bulkhead; (b) 60 feet from the bulkhead from the new stairs of the new deck reconstruction; (c)4.5 feet from the side lot line to the proposed first floor deck extension, as shown on the 5/30/2007 site plan drawing A-1 B and 4/20/2007 elevation drawing A-3, prepared by Frank Uellendahl, Architect. Page 2— June 14,2007 ZB File No. 6031 -Thomas Byrne and Veronica Kaliski CTM No. 52-5-1 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed second floor addition will be on the north side of the house above the existing dwelling, which has a pre-existing non-conforming front yard setback along Bayview Avenue extension dead ends at Arshamomaque Pond, providing water access to owners. There are no neighbors to the north, and the proposed addition is similar to other second floor additions in the neighborhood along Rausch Lane and Bayview Avenue. The proposed deck extensions replace and modestly enlarge an existing deck in the rear yard where there is privacy from the streets and neighbors. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the buildable area on this oddly shaped lot with two front yards is very limited. 3. The variances granted herein are not substantial. The proposed lot coverage will be under 14%, including the decks. The proposed side yard setback for the new deck reduces the existing setback from 6' to 4.5' but only on a small portion on the southern corner. This small deck extension is necessary because the existing garage, which is above grade, will be converted to a first floor fitness room with an exterior door providing access to the rear yard. The setbacks from the bulkhead vary from conforming at 75' to 73' and 60' to the pre- existing bulkhead stairs. 4. The difficulty has not been self-created but is the result of the siting of the existing house on an oddly shaped lot with two front yards. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new deck construction and a second floor addition, 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 Oliva, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on the 5/30/2007 site plan drawing A-1 B and 4/20/2007 elevation drawing A-3, prepared by Frank Uellendahl, Architect. Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio liva, Goe er, Simon. Member Weisman was absent. This Resolution was duly adopted (4-0). Ja es Dinizio Jr., Chair an proved for Filing Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM EXEMPTIONS: slavie t<Aasya esstoew Yes No. A. Does this project meet the minimum standards for classification as.an Agricultural Project. _ Note: If you answered Yes to any of the above,a Storm-water,Grading,Drainage&Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS.REQUIRING THE.SUBMISSION OF.A STORM-WATER,GRADING.DRAINAGE&EROSION CONTROL.PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE.STATE OF NEW YORK. Item Number:. (A Check Mark (J)for each question is required for complete application) Yes No. 1. Will this project retain all Storm-Water Run-off generated on Site? (This.will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2. Will this project require any land filling,grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application require land disturbing activities encompassing an area of five thousand(5,000)square feet of ground surface or more? ❑ 4. Is there a Natural Water course running through the site or is this project within One hundred(100)feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to One hundred(100)feet of horizontal distance? 6. Will driveways,parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material,removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred(100)year floodplain of any watercourse? a V Note: If any answer to questions one through eight is answered with a check mark in the Box,a Storm-water,Grading, Drainage&Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. ------------------------------------------------------------------- STATE OF NEW YORK, COUNTY OF.....�.�._f:.T. C(1�-........... ss That I, ... 1 <<.... -.(.�. N.Q7t .being duly sworn,deposes and says that he/she is the applicant for Permit (Name of individual signing Document) ' And that He/She is the .... tCC .............................................................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; F ................9TH............day of. .............. O.0 - 1 NotaryPublic: .. Zfz .......... .......... .. .. .................................... (Signature of Applicant) NotaryJPubli�c STAPLES (Signature No.48319.4 , Commisa on F.xptres Judy 1, bq SO(/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1 179 CA Southold,New York 11971-0959 Z-' 11OUIVT'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 5, 2008 Custom Island Homes, Inc 51 North Bay Avenue Eastport, NY 11941 RE: Thomas Byrne, 2345 Bayview Ave, Greenport TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. Electrical Underwriters Certificate. A fee of$25.00. Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84). Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 33480-Z additions and alterations *pG SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1 179 G • O Southold,New York 11971-0959 �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 9, 2011 Custom Island Homes 51 North Bay Ave Eastport, NY 11941 Re: Thomas Byrne, 2345 Bayview Ave., Greenport TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) / ✓ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 33480 — Addition and Alterations SO!/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD December 20, 2011 Thomas Byrne 74 Roxen Rd Rockville Centre, NY 11570 Re: 2345 Bayview Ave., Greenport TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) ZTrustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 33480 — Addition/Alterations o��OG SOUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1 179 Southold,NY 11971-0959 �O couff",Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 4, 2012 Thomas Byrne 74 Roxen Rd Rockville Centre, NY 11570 Re: 2345 Bayview Ave, Greenport TO WHOM IT MAY CONCERN: The Following Items)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 33480 — Addition/Alterations pF SO(/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 oum i BUILDING DEPARTMENT TOWN OF SOUTHOLD April 22, 2014 Thomas Byrne 74 Roxen Road Rockville Centre, New York 11570 RE: 2345 Bayview Avenue, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 33480-Z Additions/Alterations N SURVEY OF PROPERTY A T ARSHAMOMOQ UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N Y. 1000-52-05-01 ��IE a�?�' �,�,sRa�• '��L SCALE. 1'=30' SEPTEMBER 19, 2006 ZONE X �+ gO t�oN N yF ZME AE m ZONE X \�y (Q 10) s ~� �o \ m �P"� •5a 9 OF NEFW AREA=16,753 SQ. FT. O. 49 18 ANY ALTERA71ON OR AD017ION TO THIS SURVEY IS A WOLATIONPECONIC OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. 631 765-5020 S — 797 EXCEPT AS PER SEC TION 7209-SUBDIVISION 2. ALL CER7TF1CA TONS HEREON ARE VALID t--OR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 L•4 FLOOD ZONE FROM FLOOD INSURANCE RATE MAP SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STRE MAP NUMBER J610JC0158 G MAY 4, 1998 ■ =MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 06-215 CGenerated by REScheck Package Generator NJ( Compliance Certificate Project Title: THE BYRNE KALISKI RESIDENCE Report Date: 10/08/07 Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor. 2345 BAYVIEW AVENUE FRANK UELLENDAHL LESTER WALSH SOUTHOLD,NY 11971 ARCHITECT CUSTOM ISLAND HOMES,INC. 51 NORTH BAY AVENUE EASTPORT,NY 11941 !Compliance: Passes Assembly Cavity R-Value Cont. R-Value . . Door U-Factor Ceiling: 39.0 Wall: 17.0 0.0 Window: 0.350 Door: 0.350 Floor: 19.0 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. �ab(m Name-Title �tGP D qRC nature Date THE BYRNE KALISKI RESIDENCE Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist Date: 10/08/07 Ceilings: ❑ Ceiling:R-38.0 cavity insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction.If the insulation achieves the full insulation thickness over the plate lines of exterior walls,R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation.Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). Above-Grade Walls: ❑ Wall:R-17.0 cavity insulation Corsa wft:UP GRADIE TO R-21 IN 8"WALLS,R-13 IN EXT'G WALLS Note:Wall requirements apply to wood-frame wall constructions.Metal-frame wall or mass(concrete,masonry,log)wall equivalent R-values can be found in the Help User's Guide. Windows: ❑ Window:U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: Note:Up to 1%of the total allowed glazing area may be excluded from the U-value requirement.For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. Doors: ❑ Door:U-factor.0.350 Comments:Front door exempt Note:Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide.If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Floors: ❑ Floor:R-19.0 cavity insulation Comments: Note:The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements or garages). Floors over outside air must meet the ceiling requirements. Note:Add an additional R-2 for heated slabs.The insulation must extend 1)down from the top of the slab,or 2)down from the top of the stab to the bottom of the slab and then horizontally underneath the slab,or 3)down from the top of the slab to the bottom of the slab and then horizontally away from the slab,with pavement or at least 10 inches of soil covering the horizontal insulation. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. THE BYRNE KALISKI RESIDENCE Page 2 of 4 L3 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Ll Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: L] Supply ducts in unconditioned attics or outside the building are insulated to R-8. Li Return ducts in unconditioned attics or outside the building are insulated to R-4. L1 Supply ducts in unconditioned spaces are insulated to R-8. 0 Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: 0 All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: 0 Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Ll All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. THE BYRNE KALISKI RESIDENCE Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2'Runouts 1"and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) THE BYRNE KALISKI RESIDENCE Page 4 of 4 COMPLY WITH ALL CODES OF NEIA Y,( !--JST, T` <'lN CODES A ��x: `T �1S FRC�,,j '1ONS OF:�GJ °. - � .�. AP ROVED AS NOTED - DATE B.P.# �,g�i4���- A' K. _ _ `v BOARD FEE NOTI Y BUILDNCi r:'.RTMENT AT 765-1802 8 AM TO 4 P`." FOR THE FOLLOWING INSPEC NONS: 1. FOUNDATION - T` !^ REQUIRED FOR POURED Cr .7-RETE 2. ROUGH - FR.A�',,F C= PLU,,i 31NG 3. INSULATION OCCUPANCY OR 4. FINAL - ry ,,.T�, ,,y 'vi I ors, " BE CUSE IS UNLAWFUL ALL CONS; ,.;C IuN S ",'EET THE REQUIREI"._ ITS OF THE c_acs of NEW WITHOUT CERTIFICATE YORK STATE. NOT R' ' , SIBLE FOR DESIGN OR CONSTR'u'C i ION ERRORS. OF OCCUPANCY CERTIFICATION OF ALL CONSTRUCTION SHALL NAILING & CONNECTIONS MEET THE REQUIREMENTS OF THE REQUIRED. CODES OF NEW YORK STATE. ' ALl P��Me181�G FLOOD ZONE 8, W PL(J NG WASTE COMPLY WITH CHAPTER"46" UN.a ARITERS CERTIFICATE TESTING 6EF pRE co�ED FLOOD DAMAGE PREVENTION REQUIRED EKING SOUTHOLD TOWN CODE. RETAIN STORM WATER RUNOFF DO NOT PROCEED WITH PURSUANT TO CHAPTER 236 FRAMING UNTIL SURVEY OF THE TOWN CODE, OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. GENERAL NOTES DESIGN CRITERIA; ' -3—;q 1�-o 2ND AD FLOOR TO THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF, y BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. ALL LUMBER SHALL BEG E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT BYRNE 4. STAIRIDANDOFLOOR HEADERS ENINGS POSSTTSIMANDSPAARALLELL ICE SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE PARTITIONS, EXCEPT AS NOTE b ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST j 5. BRIDGING TO BE ROVI NOT O EXCEED ISBTSS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUALFLOOR I SOUTHOLD, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD �i � 2345 BAYVIEW AVE 6, ALL DIMENSIONS AND G E CONDITIONS TO BE VERIFIED BY CONTRACTOR S PRIOR TO START OF CONSTRUCTION AND ORDER of MATERIALS. THIS WINDBORNE FOUNDATION HAS BEEN p�gIGNED FOR A SOIL ARCHITECT BEARING CAPACITY OF TWO (2I TSF AND GRADES DEBRIS PROTECTION SCHEDULE — 1 0— o LESS THAN 5%, CONTRACT SHALL VERIFY THAT FRANK UELLENDAHL THESE CONDITIONS ARE MET. ALL FILL BENEATH P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS 171 GREENPORT, NY 11944 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, TEL: 631-411 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER FAX: 631-477 8624 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION EXISTING WEST ELEVATION OWNERS BY TRIPLE UPRIGHTS, ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING, 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE VERONICA KALISKI PENETRATIONS & THOMAS BYRNE 74 ROXEN ROAD 9. PROVIDE FLASHING AT ALL ROOF BREAKS, ; ROCKVILLE CENTRE CHIMNEYS SKYLIGHTSEXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. NEW YORK 11570 AND DECKS ETC.. ' NO DOOR GRILLES TEL: 516-7s4-4928 10. DO NOT SCALE DRAWINGS. WINDOW GRILLES (7/8" WIDE) ARE AS FOLLOWS: 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- _ SP RM RENNTREXTERIOR GRILLES, WHITE �,�� D I y ENGINEER ARE NOT RESPONSIBLE FOR THE - PERMANENT INTERIOR GRILLES PREFINISHED WHITE INSPECTION SUPERVISION OR ADMINISTRATION OF Q� THIS CONSTRUCTION PRRJECT, FEDERAL STATE GLASS TO BE HIGH PERFORMANCE LOW-E GLASS A Q AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS �` r CONTRACTOR. THE RESPONSIBILITY Of THE r � Ir 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO Mark Size Description Quantity FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND X FWH6080APLR PATIO DOOR - ENTRY DOOR 1 � � i A FW06080APLR HINGED PATIO DOOR 2 13, THIS STRUCTURE HAS BEEN DESIGNED IN A FW06080PALR HINGED PATIO DOOR 1 ACCORDANCE WITH THE NEW YORK STATE ENERGY B TW1862 DOUBLE-HUNG, tempered 2 CONSERVATION CODE. C FWG100611-4 GLIDING DOOR 1 771r 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL D FWH506MPLR HINGED PATIO DOOR 2 CHANGES PRIOR TO AND DURING CONSTRUCTION. D FWH5068PALR HINGED PATIO DOOR 1 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE E CX15 CASEMENT WINDOW 12 F C145 CASEMENT WINDOW 8 DESIGNED AND SPECIFIED BY OTHERS. G C14 CASEMENT WINDOW 4 PROPOSED WEST ELEVATION 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND H fixed panel FLEXFRAME - Dormer 1 AND OWNER ,NECECE SSARY TO PROTECT THE ENGINEER J fixed panel FLEXFRAME - Dormer 4 $ 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS 2ND FLOOR ADDITION FOR A 3 BEDROOM DWELLING UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DATE: 10/09/2001 � SCALE: NTS DRAWING SCHEDULE .BUILDING PERMIT APPLICATION TITLE SHEET A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-6 CROSS SECTION A-A OCTOBER 9, 2007 Design Criteria A-1 SITEPLAN A-7 CROSS SECTION 9-8, NORTH & SOUTH ELEVATIONS General Notes A-2 AS-BUILTS A-8 EAST & WEST ELEVATIONS DWG. NAME A-3 FOUNDATION PLAN A-9 CONNECTORS, CRITICAL PATH FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 A-4 PROPOSED 1ST FLOOR PLAN A-10 NAILING SCHEDULE, FRAMING NOTES I A — 0 A-5 PROPOSED 2ND FLOOR PLAN ®� DWG. NO AREA SUMMARY PROPOSED 5 2ND FLOOR 2ND FLOOR ADDITION x ADDITION ADJACENT DWELLING LOT AREA = ca.16,753 SF = 100.00 PROPOSED 92 TO THE EXIST'G BLDG. COVERAGE = ca. 1,911 SF = 11.40% PROPOSED FLOOR RECONSTRUCTION '- ADDED BLDG. COVERAGE = ca. 426 SF = 2.54% y TOTAL BLDG. COVERAGE = ca. 2,337 SF = 13.95% PROPOSED EXISTING AREA PROPOSED AREA 1ST FL DECK EXTENSION HOUSE = 1,081 SF HOUSE = 1,509 SF EXISTING STRUCTURES GARAGE = 265 SF GARAGE = 265 SF ZZ-1DECKS� PR�PER7Y DRIVEWAY = 5 0 SF DRIVEWAY =65 SIF DECKS 88BYRNE 0 SF EXISTING DECK 0 SF � ��NE RESIDENCE STREET ELEVATION zo 20144' PROPOSED 4'DIA. X 6' DEEP DRYWELL PROPOSED WITH GUTTER LEADERS FOR ROOF RUN-OFFTYP. a NON URF B FER SOUTHOLD, NY w -- ------ -------- -------- -------- ----- -------------- ----- -------- ------ ( ) 2345 BAYVIEW AVE z UNPAVED DRIVEWAY (GRASS) EXISTING _____ ________4____-_..______ __�___..__ ----------------- GARAGE ARCHIT CT _ _ _. 1 S OPOSED �� FRANK uELLENDAHI 0 35' FRONT YARD 0' P.O.BOX 316 o � EN RYG DECK EXTENSION SES C GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 8624 m r DRYWELL OWNERS C' VERONICA KALISKI EXISBITG DECK do THOMAS NNE ZONE AE 74 ROXEN ROAD RECONSTRUCTED ROCKVILLE CENTRE PROPOSED ti EL. 10 15' NEW�` NEW YORK, 11510 2ND FLOOR �� 30' � RC : 516-164-4928 _ ADDITION ; C�� w u I I r� .0 L'.j � I �, from OEK to LLJOU 151 49.3 fEA D rom pR 73.0 Cd � o M § OS ® DRYWELL EO AO ON to BOL --- �� 00837 ' KHE O HAY BALES AT MIN. 30' Q FROM BULKHEAD �- Al1FNoe \ o O Ll 104.0 , 3 SCALE: 1/16' =i'-0' DATE: 10/05/2007 PROPOSED SITE PLAN SCALE: 1/16• ' °* � SCTM# = 1000-52-05-01 PROPOSED PIAN TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DWG, NAME A - 1 NO APPLICATION ®� 2ND FLOOR ADDITION 59.9' TO THE BR 2 BR 3 BR 1 BYRNE RESIDENCE Ln SOUTHOLD, NY --- -- 2345 BAYVIEW AVE GARAGE ARCHITECT "' T " " ENTRANCE � �� �' � LR DR �� FOYER � FRANK UELLENDAHL P.O.BOX 316 113 SF GRENY 11944 TEL:L: 631 631-477 8624 FAX: 631-477 8624 OWNERS 967 SF VERONICA KAUSKI DECK & THOMAS BYRNE 74 ROXEN ROAD 3 ROCKVILLE CENTRE NEW YORK, 11570 DECK TEL: 516-764-4928 5� ED qq EXISTING FLOOR PLAN 1 ,080 SF EXISTING TOP OF RIDGE q i EXISTING MEAN HEIGHT ATTIC j a� z � ■ ■■ D oma � 0El o 0 0 ■ 0 LR BR j o --------------- DATE: 10/09/2007 CRAWL SPACE SCALE: 1/8' 3 AS-BUILTS FLOOR PLAN BASEMENT EXISTING ELEVATION ELEVATIONS ON. NAME A - 2 ®� DWG. NO �--------;- ------� 2ND FLOOR LEGEND , \:_;_ _� —„„-._;_;_:,:;:, I I ' vEENr lsza vENt lsz ' ADDITION EXISTING FOUNDATION WALL I 1 TO THE Ili NEW FOUNDATION WALL I PROPOSED --_- U WALL ABOVE I ' CRAWL SPACE ' I � M' ul DEMOLITIONoo I x0 1 %,• 1 3/4 SUBFLOOR, NAILED AND GLUED n >< 2X8 FLOOR JOISTS 0 16" O.C. I ;-; I 13'-8 1/2 1 R-19 INSULATION �^ H� 2"X6" TREATED SILL -- --------- B" 2" CONCRETE DUST COAT W/ ANTI-HYDRO ADDITIVE ON COMPACTED GRAVEL \y RESIDENCE 8' POURED CONCRETE FOUNDATION WALL 1'-4" X 8" POURED CONC. FOOT'G W[ KEYWAY �� � -/ Y DAMPPROOFING: BITUMINOUS COATING TO EXTEND FROM 36'-2" FOR ACCESS TO CRAWL SPACE FINISH GRADE TO TOP OF FOOTING SOUTHOLD, NY TERMITE SHIELDn 2345 BAYVIEW AVE EXISTING POURED CONC. FOUNDATION WALL CRAWL S PACE �OOTING"W/ KEYWAYRED CONCRETE \ , \ ARCHITECT UP —————————— FRANK UEUENDAHL NEW MASONRY WALL _ __ _ ;,,, \ P.O.BOX 316 GREENPORT, NY 11944 VENT 16X - — \ TEL' 631-477 8624 r—— —— FAX: 631-477 8624 1 I uP I I I I SLAB EXTENSION 1 i �—jWV ���� � \ N OWNERS J \ VERONICA KAUSKI —�—————————— EXISTING do THOMAS BYRNE L L i ! N I 74 ROXEN ROAD SLAB N RADE ROCKVILLE CENTRE REMOVE EXT'G STAIR S O N GRAVE 3 NEW 64 4928 11570 p( G TO BE ENDED' BASEMENT \� �Dt '�cy . a E\ ©0 FSTDI VENT 16X � 2X .J. ON SL RS z Q 9 \ 0 16" O.C. \ '� r ---_--_-_____�_ 'E�: TRT'D 2X10 HOUSE BEAM I o cj I I I I BOLTED INTO EXT'G RIM BD. I o 1 I I I 8" DIA SONOTUBE 11 I 1 II j I CONCRETE PIER 1 9 1/ �' 0 10'-7" 11'-4" 10'-7" 1 �' 12'-2 1/2 __ — I 1 Y _J TRT,D 2 2X10 I r---� v r---� r---� X� _ r---r � I I AROUNDDECK 16X6TRT'DPOST ON li CONCRETE SONOTUBE 8" DIA SONOTUBE I IPIER n CONCRETE PIER 1 1 1 ' I 3'-0' X 3'-0' X 1-6 ONC. FTG. L- _— ---- --- ------- -—-—� _—_- -—_�� I \ SATE: 10/09/2007 I L--------------------------------- --TRT'D 2 2X10 ----------------------� I I SCALE: 3/16" = 1-0" -- )--- L------------------------------------- ---------� I I AROdW IC---------------- FOUNDATION NOTES � L ------ 9'-2 1/2" -,---- 9'-21/z"---------9_-21%2° -------- 9'-21/2° -------- 9'-21/2" ------\ 2" 6'-2" FOUNDATION PLAN STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 DWG, NAME READY MIX CONCRETE. FOUNDATION PLAN ALL FOOTINGS, FOUNDATIONS, ETC SHAD. REST ONn „ A - 3 UNDISTURBED SOIL ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SCALE: 3/16" = 1 —0 W. NO J —— ------ - 36'-4"_ 10'-10" 12'-4 3/4„ LEGEND / . — -- =� 2ND FLOOR NEW WALL _--5'- _ _ 3'-10 1/2" - 5'-111/2" 3'-10 1/2 ELECTRICAL LEGEND ADDITION EXISTING WALL — �s TO THE — _= WALL ABOVE - DEMOLITION ___ DUPLEX RECEPTACLE OUTLET sD SMOKE DEFECTOR C145 ——_ C145 QUADRAPLEX RECEPTACLE OUTLET CO CO DETECTOR 113 SF ❑F ,Q�ryp WATER PROOF RECEPTACLE OUTLET � TELEPHONE — ❑❑❑�>G O (2) 2X8 HEADERS IN EXTENSION, `I+�GFI GROUND FAULT INTERRUPTOR OUTLET ® TELEVISION —1 L HIGH HAT FIXTURE SURFACE MOUNTED CEILING FAN CONTINUOUS PERIMETER BEAM: VENTED HOOD � '> 4 DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET ^� (3) 1-3/4' X 11-7/8' LVL - j QE] SURFACE MOUNTED CEILING FIXTURE EXTERIOR SOFFIT B"NE TO BE INSTALLED ON TOP OF EXISTING DBL PLATES 2X10 C.J. ® 16 O.C. �❑ WALL ST FAN/LIGHT FLOOD LIGHT I I p SURFACE MOUNTED WALL FIXTURE ® EXHAUST FAN/LIGHT m— RESIDENCE SWITCHEE] EXHAUST FAN CX15 CX15 CX15 pW $D DIMMER SWITCH EXTERIOR LIGHT 0 0 T KITCHEN SOUTHOLD, NY Fl med.ca ine 3 REPLACE DECKING _-_ _ 2345 BAYVIEW AVE ARCHITECT 4 1 2" REF. / e 5'-6' 2'-10 1/2" 3' 0 4 �� �/ �� BAT —� I � � FRANK UELLENDAHL P.O.BOX 316 H 1 U § o raised counter o GREENPORT, NY 11944 " BARN DOOR TEL: 631-477 8624 -- � LIN.CL.' COtLN 24'X s" , ;'� 0 36 ss" � � FAX: 631-477 8624 ENTRY DOOR W i — tempered tempered l W.I.CLOSET ❑F TW1862 FWH6080APLR TW11862 � 1 OWNERS 10'-8" 4 1 5,-10" -4" 1'-3" 511- 7'-11 1/2" 4 1/2' 10. 6" © ❑X O z x MBR POWD, 4"X 41 r-___—._—— INSTALL 5/8'GYPSUM 80. — VERONICA KAUSKI 4LM FOR FIRE PROTECTION )!� do THOMAS BYRNE ❑ CL_; 36 96" u/ ON PARTITION AND CEILING !� 74 ROXEN ROAD DN ABUTTING RESIDENTIAL SPACE ROCKVILLE CENTRE 0 5'-6 1 2" Y NEW YORK, 11570 E / L' 516-764-4928 ---- --{L— -- GARAGE 4% qq� S D POCKET DOOR C i so"zss' FLUSH B M: �a HEADER: _ - _ - FITNESS ROOM UP I�I (2) 1-3 14j' X 9-1/2" LVL E 1 _- / I til (2) 1-3/4' X 9-1/2" LVL �—ENTRANCE UNHEATED �_ 1 LINE OF CEILING ABOVE FOYER 167 SF L� Ln CERAMIC TILES THIN SET IN M 36•X6°" 3/4 HR INSULATED DOOR !` r LIVING ROOM ;' DINING ROOM `-' OPEN TO ABOVE I CLG. HGT: 9'-0" 1I ? i RAISE FLOOR TO ALIGN WITH EXT'G FINISH IST FLOOR 1 � INSTALL R-19 INSULATION i FLUSH BEAM: BETWEEN 2X6 F.J.016'O.C. FIR OUT EXT'G WALL (4) 1-3/4" X 9-1/2" LVL ON SLEEPERS FOR AIR FLOW \ o FOR 1-21 INSULATION 11'-7" +�� I' 2X10 C.J. @ 16" O.C. ❑ FW06080PALR (2) 2X10 HEADERS Ft O8OAPLR I (3) X POST FW06080APLR A D 167 SF W a + ❑ 1 HANDRAIL C BARN DOOR t 144 SF FWG100611-4 I 9'-9" R.O. 3'-7" 10-1003'-7, 11'-7" DECK TO/BEEXTENDED b �N COVERED PORCH 'I o "1'-4", 10'-7" 11'-4" 10'-7" l'-4"J ------ - - �, - __._.-— —- ,,., DATE: 10/09/2007 — ---------- - --_— ------ ----- SCALE: 3/16" = 1'-0" eg CONTINUOUS PERIMETER BEAM: PROPOSED (3) 1-3/4" X 11-7/8" LVL 1 STFLOOR PLAN QlyG. NAME HEATED FLOOR AREA = 1,224 SF N � A - 4 - PROPOSED 1 ST FLOOR PLAN ®�o DWG. NO 2ND FLOOR 22'-7 ,/� ,3'-81/2" ELECTRICAL LEGEND -- - - ---- - -�. X X, 6'-11 1/2" 10'-3 1/2" 5'-4 112" S 1 4 n 4'_5" 2'-5 1/4 o ADDITION TT�E -- — - / - / ��� 4-5' f E1 1/2 2_G _7-g (p DUPLEX RECEPTACLE OUTLET S D SMOKE DETECTOR > '—t 4 1/2" 4 1/2" WINDOW SEAT + OUADRAPLEX RECEPTACLE OUTLET CO CO DETECTORScn I 4)Wp WATER PROOF RECEPTACLE OUTLET TELEPHONE (2) 2X8 HEADERS ® 4)GFI GROUND FAULT INTERRUPTOR OUTLET ® TELEVISION HIGH HAT FIXTURE SURFACE MOUNTED COLING FAN c� I x� DIRECTIONAL HIGH HAT FLOOR RECEPTACLE OUTLET °p � 2X10 G.J. ® 6" O.C. �I SURFACE MOUNTED CEILING FIXTURE WALLRIAOUNTED FLOOD LIGHT B NE t SURFACE MOUNTED WALL FIXTURE EXHAUST FAN/LIGHT x,o SWITCH EXHAUST FAN RESIDENCE o C14 C14 C14 C14 VD N G G G G DIMMER SWITCH EXTERIOR LIGHT - - SOUTHOLD, NY - � I 2345 BAYVIEW AVE 2 X1 H 2 2 FADER BR 3 I cn 36 84 1 I � X ARCHITECT 36"X84 36 84" 0 N SD m 5'-4" __ FRANK UELLENDAHL P.O,BOX 316 8„ GREENPORT, NY 11944 TEL: 631-477 8624 0 32 84 SDI POCKET DOOR FAX: 631-477 8624 64"X84" \ N -J 1 I E FF r7 - 7 OWNERS BR 2 16" PLAIFOR �I. 36" HALF WA L ———— ! � VERONICA KAUSKI D do THOMAS BYRNE 1 \� 74 ROXEN ROAD c 14'-0" \4 2' IDN j ROCKVILLE CENTRE GLASS ; l ! NEW YORK, 11570 ! 1 TEL: 516-764-4928 5'-0" 22'-31 2" 13'-21 2" / EDA q I x 1' cvz 4X4 POST IN ATTIC I , a _ TO RIDGE BEAM ttr Q� -------------------- ----- -- ------ -- Q ---- Ln FOLD DOWN ACCESS z I I (CD — LADDER TO BE I • I � ' LOCA I i TED N THE FIELD , t N OPEN TO LR BELOW N I` DEN ---- �l CJ n ® 2 X10 C.J. (� 16 O.C. � I w a L oX BEAM: 5" X 9-1/2" PARALLAM 6X6 POST x 36" HIGH GLASS RAILING o a 1 5' WALL ® 00 FLUSH BEAM: 5 WALL Ni � � .' GALLERY o (2) 1-3/4" X 9-1/2" LVL \ s D D �` o FW�I068PALR FWH506 LR z� SII � FWH506�R 1(2) 2X8 r - (2) 2XBI ,,-� (2) 2x81 DATE: 10/09/2007 1 SCALE: 3/16 = l'-O' 3 PROPOSED ND FLOOR 2 PLAN IiCi 2'-3" 3'-10" 11'-7" i 1'-7" 3'-10" 2'-3" 6" 36 4_ HEATED FLOOR AREA = 1,036 SF 5 DWG. NAME PROPOSED 2ND FLOOR PLAN ®j� DWG. NO A - 5 2ND FLOOR ROOF / CEILING ADODITION i CONT. RIDGE VENT CONT, RIDGE VENT 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT r I F7 17 1IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D RIDGE STRAPS EACH RAFTER VOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION g y (2) 1-3/4"X11-7/8" LVL RIDGE 5/8' CDX PLYWOOD SHEATHING MAIN ROOF: 2X8 ROOF RAFTERS @ 16" O.C. 2X4 POST; SEE 2ND FL PLAN DORMERS: 2X10 ROOF RAFTERS @ 16" O.C. R-38 INSULATION ON 2X12 C.J. @ 16"O.C.; 3/4" SUBFLOOR , s HOUSE FAN 1/2" GYPSUM BOARD BYRNE 12 2'-0" VENTED ROOF OVERHANG 2X8 ROOF RAFTERS @ 16 O.C. �Q12 RE RESIDENCE COLUMN BASE: SIMPSON CBSQ44-SDS2 \` 2X10 ROOF RAFTERS @ 16" O.C. SOUTHOLD, NY EMBEDDED IN 16"DIA SONOTUBE CONCRETE IER 1 2 3 2345 BAYVIEW AVE DETAIL: COLUMN BASE Aff�C 2X12 C.J. @ 16" O.C. W/ BRIDGING � 2'- " 11 3/4 T&G S L R WITH R-38 INSULATION ARCHITECT NAILED AND GL FRANK UELLENDAHL P.O.BOX 316 o GREENPORT, NY 11944 TEL- 631 477 8624 HURRICANE CLIPS WALL FAX: 631-477 8624 � � HEADER: (2 2X12 _ HEADER: (2) 2X8 / rF77 ; o R-15 INSULATION I2" GYPSUM N EXT'G 2X4 WALLS OWNERS BEAM: 5 X 9-1/2 PARALLAM 3 2 R-21 INSULATION IN NEW 2X6 WALLS KALISKI 2"X6" STUDS @ 16" O.C. &E THOMAS BYRNE ANODIZED ALUMINUM RAILING �� 0 1/2" CDX PLYWOOD 74 ROXEN ROAD W 1 4" DIA SS CABLES @ 4" O.C. - i I 1 ROCKVILLE CENTRE / / 00 \ter HOUSE WRAP 3 HARDY PLANK SIDING W/ 6" EXPOSURE, OR SIMILAR x NEW YORK, 11570 foo TEL: 516-764-4928 COLOR TO BE DETERMINED BY OWNER CD FLOOR �R A c GALLERY = ' � � BR 2' � E F = HARDWOOD FLOOR / CERAMIC TILES — 2X10 C.J. @ 16 O.C. 3/4" T&G SUBFLOOR, NAILED & GLUED c� n 2X12 F.J. @ 16 O.C. i — — — — 2X10 F.J. @ 16' O.C. v W/ R-38 INSULATI01�— — — — — — — — — — — — — — — - — FLUSH BEAM, \ 1/2" GYPSUM BOARD 3/4" PLY FOR WIND BRACING (2) 1-3/4 X 9-1/2 LVL >, FOUNDATION NEW CRAWL SPACE , 2 -0 -2 � - - - 112 -0 . CONTINUOUS PERIMETER BEAM: _ -{ — — — HW FLOOR ON RESIN PAPER (3) 1-3/4 X 11-7/8" LVL _ _ _ 3/4 SUBFLOOR, NAILED AND GLUED / 2X8 F.J. @ 16 O.C. TO BE INSTALLED ON T/0 EXT'G DBL PLATE -7 — — _ R-19 INSULATION t c o. 2"X6" TREATED SILL 6X6 TREATED POST o0 1 — — — 2" CONCRETE DUST COAT W/ ANTI-HYDRO ADDITIVE OR 10"DIA STRUCTURAL COLUMNLLJ -f — — — -� ON COMPACTED GRAVEL -t — — — 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY 8 PORCH LR �I _ _ MBR SUITE SILL SEAL AND TERMITE SHIELD �, — FOUNDATION WATERPROOFING: g 6 MIL POLY VAPOR BARRIER OR 40-MIL POLYMER-MODIFIED ASPALT o EXT'G 2X8 F.J. @ 16' O.C. R-19 INSULATIONDATE: 10/09/2007 EXT G CRAWL SPACE SCALE: 1/4" = 1'-0" 1� LEGEND II SECTION A-A EXT'G FOUNDATION WALL — 15 - NEW FOUNDATION WALL EXT'G BASEMENT AREA UNDER NEW STAIR TO BE EXCAVATED '% 26 -0 DWG. NAME SECTION A-A DWG. NO A - 6 2ND FLOOR W ADDITION TO THE PROPOSED TOP OF RIDGE f I / i ri MEAN HEIGHT "NE I! W RESIDENCE SOUTHOLD, NY 2345 BAYVIEW AVE ARCHITECT 2X12 ROOF R RS 0 16'O.C. SULATION FRANK UELLENDAHL IN P.O.BOX 316 oo GREENPORT, NY 11944 ENTRY FOYER TEL: 631-477 8624 5' Ir FAX: 631-477 8624 21 PORCH W/1R"INSUONO 16'O.C. RE ----------- OWNERS � VERONICASKALISK I -------------------- II & 0CABYR E 74 ROXEN ROAD --------------------- _L 3 ROCKVILLE CENTRE u L---J NEW YORK, 11570 SECTION 13-13TEL: 516-164-4928 h HOUSE FAN I I I! , 11 _ I I I'I I - I J d. I I / C d i E7 m I I I o . EdDATE: 10/052007 4'- FOR PORCH SCALE: 1/8" = 1'-0" ----- ---------- ----- 4 NORTH ELEVATION SOUTH ELEVATION I I I I I I SECTION B-B DWG. NAME --I L� ------ -------_ L NORTH ELEVATION SOUTH ELEVATION � A - L�------------------ALJ ®jg DWG. NO 2ND FLOOR ADDITION TO THE H II VIII �� I I III II � I � I l I I iI I II III II I ! I Ii II ! B"NE iI III I � RESIDENCE SOUTHOLD, NY I 'II 2345 BAYVIEW AVE I II ARCHITECT FRANK UELLENDAHL 7 P.O.BOX 316 o GREENPORT, NY 11944 �s TEL: 631-477 8624 FAX: 631-477 8624 OWNERS VERONICA KALISKI & THOMAS BYRNE WEST ELEVATION ROC ROXEN ROAD 3 KVILLE CENTRE _ _ _ _ NEW YORK, 11570 TEL: 516-764-4928 tT7 A C I I III III, II I li , II ' I' I i I 1 I i Z 'I I I � IiLI I I II i III I � I, '", II I I II III I I � i Q T ! a W d 2 I l I N a o -- - - - --------- - - - 0 t DATE: 10/052007 � SCALE: 1/8" = 1'-0" z� WEST ELEVATION EAST ELEVATION } EAST ELEVATION DWG. NAME _ - = A - 8 ®� DWG. NO 2ND FLOOR W ADDITION TO THE ICE SHIELD UNDERLAYMENT REQUIRED — 24' FROM EDGE W HURRICANE ALTERNATE POSITION OF CLIP TYPICAL. HURRICANE CLIP 8"NE ATTIC RAFTER TO TOP PLATE 7-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH AFTER AN TOP PLATE RESIDENCE RAFTER / CEILING JOIST TO TOP PLATE DOUBLE TOP � LATERAL AND SHEAR CONNECTION PLATE ,-,/4" 20 GAGE STRAP W SOUTHOLD, NY 2 x 8 O 1s=O.C. PROVIDE 8d COMMON O JACK POST WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 10 FT WAIL HEIGHT STUDS NAILS O 4" O.C. ATW!s — 8d NAILS 2345 BAYVIEW AVE RAFTER TO STUD. — EXTERIOR EDGE OF ALL EnCH END — TYP. 4-8d COMMON NAILS (TOENAILED) REQUIRED TYPICAL ALL RAFTERS SHEATHING. / IN EACH RAFTER AND TOP PLATE 7 — Bd NAILS EACH END OF 1-1/4" 20 GAGE STRAP / 1-1/4. 20 GAGE STRAP Wj ARCHITECT 8 — Bd NAILS 048" O.C. UPLIFT STRAP CONNECTION REQUIREMENT APA RATED PLYWOOD ,_1/a" 20 GAGE STRAP W/ EACH END — TYP. FRANK UELLENDAHL ROOF TO WALL 2ND FLOOR TO EXTEND TO 7 — gd NAILS O EACH 1S .FL. TOP OF TOP PLATE STUD — EACH END — T1S P.O.BOX 316 o GREENPORT, NY 11944 ( MAX. 48" o.c, > WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 24 FT ROOF SPAN TEL: 631-411 8624 � FAX: 631-477 8624 7-8d COMMON NAILS IN EACH END OF -FLOOR JOISJ— 1-1/4x X 20 GAGE STRAP PLYWOOD SHEATHING OWNERS TO OVER LAP BOX UPLIFT STRAP CONNECTION REQUIREMENT BEAM — TOP + BOTTOM. WALL TO WALL VERONICA KBYRN 2 x s ®,s" o.c. sTuos & THOMAS BYRNE VERIFY IN THE FIELD 74 ROXEN ROAD WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 24 FT ROOF SPAN 3 ROCKVILLE CENTRE 7-8d COMMON NAILS IN EACH END OF NEW YORK, 11570928 6-764-4928 4928 1-1/4" X 20 GAGE STRAP WRAP + NAIL STRAP 1 1/4- WIDE — 20 GAGE DOOR OPENINGS ` r, A IOLT1 ((A4 4d 1ST FLOOR ATOAND SI B )TE 7EtASTRAP 4 C BdCOMMONNAl S \ LIQ4 UPLIFT STRAP CONNECTION REQUIREMENTQe WALL TO FOUNDATION NAIL SHEATHING TO SILL PLATE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3,3) - 24 FT ROOF SPAN 8d NAILS O 4" O.C.77 , ° I 7-8d COMMON NAILS IN EACH END OF M 2 x 8 TREATED SILL PLATE a ° 1-1/4' X 20 GAGE STRAP (2) M5 REBARS a a 4a a 1 ALUMINUM TERMITE (LASHING 8" PC �OUNQATION 5/8" X 12" A.B. 0 48' OC. a a ° CRAWL SPACE W/ —4 X 8 CONT. FTG. a a a a ° i W/ FENDER WASHER. a O 2" CONCRETE DUST COAT W ANTI—HYDRO ADDITIVE ° / 1" RIGID FOAM BD. ON DAMPPROOFI G a � SECTION ELEVATION CONNECTION REQUIREMENTS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH a arQt c INSTALL SIMPSON HTT16 TENSION TIES 8 m AT JACK STUDS c1 RRR`� c (WRAP + NAIL STRAP TSILL PLATE i h AROUND SILL IPLA)TE / DH WINDOW TOPOP OF FOUNDATION AT ANCHOR BOLTS 1 1 4' WIDE — 20 GAGE N 10°<9 45° PROPOSED 5E A8dS AAS.48" OC. ENTRY FOYER PROVIDE 8d NAILS ® 4" O.C. AT PERIMETER INTERIOR DOOR OPENINGS c 1 1/4- WIDE — 20 GAGE PORTIONS OF PANELS IN HIGH PRESSURE ZONES. Y FOYER (2) k5 REBARS� NAIL SHEATHING TO SILL PLATE METAL STRAP 0 48" OC. SLAB ON GRADE Bd NAILS 0 4• D.C. ci x C °1' NOTE a 4 FT. IN ALL CASES 4" CONCRETE SLAB W/ANTI—HYDRO ADDITIVE "� �, 2 x 8 TREATED SILL PLATE a a ° ° ° a a DATE: 10/09/2007 .3 ALUMINUM TERMITE FLASHING a � ° oSCALE: NTS GABLE ROOFS 5/8" x 12' A.B. O 48" OC./ FENDER WASHER. o ° ° 1 C<A < 450 1 RIGID FOAM BOARD ° a ° ° 3 B' P.C.F UND TION a CONNECTORS W/ V-4Q X 8a CONT. FTG. J a a a 4 1 CRITICAL PATH COMPONENT AND CLADDING SECTION ELEVATION DWG, NAME PRESSURE ZONES HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A - 9 ®� DWG. NO FLOOR FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM 2NDADDITION Joint Description Nail Sizes Nail Spacing TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING y DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter BETTER. Ceiling Joist to Top late Toe—nailed n/ per joist Ceiling Joist to Parallel Rater (Fa e—nailed} n�a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps over Partitions Face—nailed) n/a eac p MIN. THICKNESS OR AS NOTED. / Collar Tie to Rafter Face—naitd) d) n/a per tie Blocking to Rafter ( 2 — 8d each end ���� Rim Board to Rafter End—na2 — 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot Top Plates at ntersectlons Face—no�led) 4 — 16d joint —tach side 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—Waded) 2 — 16d " 4 O.C. SOUTHOLD, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face—nailed) 16d 16 o.c. along edges 2345 BAYVIEW AVE TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot FRANK UELLENDAHL 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR P.O.BOX 316 CIRCULATION IN ROOFS. FLOOR FRAMING P2 GREENPORT, NY 11944 TEL 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or, irder (Toe—nailed) 4 — 8d per joist FAX: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to ,foist !(Toe—nalli 2 — 8d each end � Blocking to Joist Toe—nails 2 — 8d each end 1. DOUBLE UP FRAMING UNDER All POSTS AND PARALLEL Blockin to Sill or Top Plate ( Toe—nailed) 3 — 16d each block OWNERS Led qer'Strip to Beam (Fa e—nailed) 3 — 16d each joist VERONICA KlU1SKI PARTITIONS OR AS NOTED ON DRAWINGS. Jost on Le lea to eam c(Toe—nailed) 3 — 8d per joist V THOMAS BYRNE Band Jaist Joist End—nailed) 3 — 16d per foist 74 ROXEN ROAD 8. All FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot ROCKVILLE CENTRE WITH RATED GALVANIZED METAL CONNECTORS BY ; "TECO" OR APPROVED EQUAL. ROOF SHEATHING NEW YORK, 11570 516-764-4928 Structural Panels 8d 4" o.c.„perimeter zone ARC other 6 o.c. edges of c� ELS 'Sf 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior �. 2 BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal"Boar, Sheailhing " ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6 or 1 x 8 2 — 8d per support s `� 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" o.c. EXTERIOR EDGES AND 6 d 0 12" o.c. CEILING SHEATHING 3 — 8d per support INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field jaif CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDERGypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12" field Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1" x 6' or 1" x 8" 2 — 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 — 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING o STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less " 8d 6"edge / 6 field DATE: 10/09/2007 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 10d 6 edge / 6 field : NTSCOMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal"Board Sheathing " RECOMMENDATIONS. 1" x 6'10' or 1 x 8 2 — 8d per support 3 Nailing Schedule or wider 3 — 8d per support FRAMING NOTES 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA, GALVANIZED MACHINE BOLTS ® 12" O.C.. "Nailing requirements are based on wall sheathing nailed 6 on—center at the panel edge. If wall sheathing is nailed 3 on—center at the panel edge to obtain higher shear capacities nailing requirements or structural members shall DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathinq is continuous over connected members , the tabulated number of nails shalt be permitted to be reduced to 1 — 1Zid nail per foot. A — 10 ®� DWG. 40