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Home My WebLink About38190-Zo�pguPFOt,{-c 0 v, x Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/4/2015 No: 37590 Date: 6/4/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3455 Bay Shore Rd, Greenport SCTM #: 473889 Sec/Block/Lot: 53.-6-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2013 pursuant to which Building Permit No. 38190 dated 7/22/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry porch, to an existing one family dwelling with 3 bedrooms onl as applied for per ZBA #6562, dated 5/17/2012 and ZBA #6631, dated 3/21/2013. The certificate is issued to Yantsos, Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/22/2014 38190 11/26/2014 _. . TOWN OF SOUTHOLD guFFoc�-�oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38190 Date: 7/22/2013 Permission is hereby granted to: Yantsos, Laura 3455 Bay Shore Rd Greenport, NY 11944 To: Additions and alterations to an existing single family dwelling as applied for per Trustee and ZBA approval, and DEC Non -Jurisdiction letter. At premises located at: 3455 Bav Shore Rd. Green SCTM # 473889 Sec/Block/Lot # 53.-6-11 Pursuant to application dated To expire on 1/21/2015. Fees: 7/15/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $714.00 CO - ADDITION TO DWELLING $50.00 Total: $764.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be.filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ' 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval'of'eleetrical 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3_ Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of. Occupancy - Residential $15.00, Commercial $15.00 Date. (3 New Construction: Old or Pre-existing Building: V (check one) Location of Property:- s e/4-vS. A0 ac (mc)"4 0 House No. Street Hamlet Owner or Owners of Property: Gla W A YOI(J TJ'yS Suffolk County Tax Map No I000,'Section '53 Block d Lot' Subdivision Filed Map. Lot: Permit No. Date of Permit. ' 2?i� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board -Approval.: . Request for: Temporary Cerli[ficate- Final Certificate: V .(check one) Fee Submitted: $ . App cant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SO(/T�,o � o `�y�0UNT1,� Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Laura Yantsos Address: 3455 Bayshore Rd City: Greenport St: NY Zip: 11944 Building Permit#: 38190 Section: 53 Block: 6 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ COrazzini Electric License No: 33419 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: 200a Heat oil Duplec Recpt 41 Ceiling Fixtures 6 HID Fixtures Hot Water GFCI Recpt 8 Wall Fixtures 7 Smoke Detectors 3 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 33 CO Detectors A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Dryer Recpt 1-30 Emergency Fixtures Time Clocks AppliancesN37 200a Switches Twist Lock Exit Fixtures TVSS 200a under ground service, 2 -combination smoke/co detectors, 3 -exhaust fans, 3 -ARC fault circuit breakers Notes: Inspector Signature: Date: Nov 26 2014 81 -Cert Electrical Compliance Form.xls o - Town hall Annex Telephone (63.1)7654$02 54375 Main Road Fax (,631).765-95-02 P.O. Box 1179 Southold, New York 11971-0959 YQ Co DEc�o�� BUILDING DEPARTMENT 1 TOWN OF SOUTHOLD DEC 2014 BLDG. -DEPT. TONIN OF SOUTHOLD -CERTIFICATION ate. `.� N : Building Permit No. 3 9 ! q0 21 P- -I 4-jo y Owner: (Please print) : Plumber. SO'S me'c' {NN`C-X� �Z\1��1f 1 ��11V 1J�JS (Please print) L4 06 �S �t P I certify that the solder used in the water supplysystem contains less.than 2/10 a'f I% lead_ (PI rs• Signature) =. Sworn to before me this 2 OV 20 Notary Publi ,4Jrw L i< County Laum A. Yantsoa; Notary Public, State of New YOA'r No.02YAS233050 oualiHed in Suffolk Gounbj r:-* soulyo� z , " 17/eclooum/ TOWN OF SOUTHOLD BUILDING DEPT. ----765-1802 SPECTION [ �j" FO ATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: �� DATE INSPECTOR /7 �� j / o��OF SOplyo lalltcoouffmtoyQ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [] UNDATI. 2ND [ ] INSULATION [ FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE & C EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE �^ �� 'G INSPECTOR oE SOUryOlo Li 00UNi`I,� TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION' [ ]FOUNDATION -1ST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/ STRAPPING [ ]FINAL [ . ]FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ]FOIE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: 77 QF SQVlyO� co I I mmmv TOWN OF' SOUTHOLD BUILDING DEPT. 765-1802 1 [ ] FOUNDA [711FRAMING OUNDATION 2ND [/STRAPPING [ ]FIREPLACE &CHIMNEY I 1 Fllff RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ]CODE VIOLATION NSPECT�1.0N TION 1ST. [ y]�ROUGR PLUM REMARKS: BING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] EL CAL (FINAL)[ CALKING ' DATEINSPECTOR a— ftsf s 0 cou TOWN. OVSOUTHOLD BUILDING'DEPT. 76S-1802 -INSPECTION- FOUNDATION4ST I UGH PLUMBING FOUNDATION 2ND [V rjINSULATION ]FRAMING/ STRAPPING ]FINAL FIREPLACE& CHIMNEY FIRE SAF INSPECTION FIRE RESISTANT CONSTRUCTION FIRE ISTANT PENETRATION F'RE SAF ' ITY IST FIRE ELECTRICAL (ROUGH) ECTRICAL (FINAL) C 0 CODE VIOLATION CAULKINM REMARKS:- s-jZ4-,"L_Tlz m,_` DATE l -_J I I ) I I �r INSPECTOR cto- Is 10ou TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION iST [, ]ROUGH PLUMBING [ ]FOUNDATION 2ND [] 1 ATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIO,�TION [ ] SULKING ' 142 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] . FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (FINAL) [ ] CAULKING DATE � �A � INSPECTOR �- , r3f so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING.— :INSUL ON N�AL- FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING - DATE INSPECTOR TOW., N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOYTTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined , 20 Approved Disapproved a/c 20 Expiration , 20 III FEB 28 2012 Building Inspector Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: c/ n Mail to: Phone: %JI 47-7 — 0 ) 7 APPLICATION FOR BUILDING PERMIT BLDG. DEPT. INSTRUCTIONS TOWN OF SOUTHOLD Date 7t, 120 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal molition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, sing c e, , d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i (Sign of applicant or name, if a corporation) 6,e-�i C)P-� fI� Y'J (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1-,f o A Y41) iso c - (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. NrTV "Yq, 1 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on 3 1fs-5- House Number ,proposed work will be done: 5,YD) g & �'44) deo Street ' County Tax Map No. 1000 Section Subdivision �3 Y-71-, /VY 1/ 1?Y- Block Lot 1 _ Filed Map No. Lot •y 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy gC,5 Id 6J f 1,A1, b. Intended use and occupancy geSlCI &A f ij1 1, 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work Fill hue CA)?I ► i�--t- i676 (Description) 4. Estimated Cost 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. r / 7. Dimensions of existing structures, if any: Front — ear �f Depth Height ' Number of Stories Dimensions of same structure with alterations or additions: Front - Rear 14 -Ml Depth r S4 - t° Height 5,tdle° Number of Stories ._-_ 8. Dimensions of entire new construction: Front Rear J ` Depth < Height Number of Stories 9. Size of lot: Front Rear 50 j' [ Depth 10. Date of Purchase Name of Former Owner - L X01 � l22 C '"� 11. Zone or use district in which premises are situated f`�C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES//", NO LIN9NOw/i 13. Will lot be re -graded? YES 14. Names of Owner of Name of Architect Name of Contractor NO)LWill excess fill be removed from premises? YES NO rNo No. Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey., 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: CO LJN F 1 (2J 4j-Tpe¢7' 44G,l «ceiuse"l —/�qpj2Ac75cc- � 7 L r�cS LbcJIN -0, be f��L UNbc�2 ,o��✓.��T-� c b ' n, de oses ands s that (s)he is the applicant of mdi ual signing contrac above named, d � ��I U / � ��2( -7-14E— _74+e � P /�L/Cr9 fliT " � /� CONNIE D. BUNCH i (S)He is the LA NC_ Notary Public, State of Now York No. 010tJ6165658 (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2-P I�-- of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this. ��_ day of j 201 P-Lr'ldl Notary Public TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765 r 9502 SoutholdTown.NorthFork.net PERMIT NO. Examined 20 Approved 203 Disapproved a/c Expiration 20/5 �C WE l (i OCT. - 4 2012 BLDG. DEPT, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit JUL 15 2012 Single & Separate Storm -Water Assessment Form Contact: BLDG. DEPT. TOWN OF S�IL-L4LD Mail to: 6j/ Phone: Y77—,2 V 7 Building APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date .20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' f. Every building permit shall expire if the wort: 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 renlo or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, buildin1cloa—, code lOLlslll codg, and regulations, and to admit authorized inspectors on premises and in building for necessary inspect (� ) (SiRfiatLiVe of applicant or n in if a corporation) s&c) Ae �f) IQ e� h r2 f-, N Y I r 9-1- 5!!� (Mailin address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0o -)W Pc� Name of owner of premises LA --o P—A yA� �6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of, cotpor teA officer) Builders License No. r/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of landAn which proposed wQrk will be done: House Number IStreet Hamlet County Tax Map No. 1000 Section_ 3 Block Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a. Existing use and occupancy intended use and occupancy of proposed construction: b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal . Demolition Other Work (Description) 4. Estimated Cost V1 JK(J o w d vndoofOC�O Fee. / r (To be paid on filing this application) 5. If dwelling, number of dwelling units I 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 ex' ti structures, if any: Front Rear 2-- Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 2, Rear ! Z Depth Height q47qe- 20,k! Number of Stories 8. Dimensions of entire new construction: Front• Rear Depth , 02 HeightNumber of Stories _<[' 9. Size of lot: Front Rear -�?U , /k—Depth ku e�e45 C- 10. Date of Purchase ".Ajrezt,�e,z()00 gName of Former Owner 11. Zone or use district in which premises are situated /'d N 12. Does proposed construction violate any zoning law, ordinance or regulation? YEV\-"* NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner ofvp emises MWA �,�-Address 3`�(.t l o e No4 3/ 767- 6,071 Name of Architect UZffC c'C Address. U6Phone No Name of Contractor Address `-"`f�Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XNO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PER ITS 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO:Isrl' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) LkJ a (Name of individual signing contract) above named, (S)He is the being duly sworn, deposes and says that (s)he is the applicant CONNIE D. BUNCH Notary Public, State of New York (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk Count Commission Expires April 14, je.a 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 know Qe and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tcybefore me thi day of G 20� � � r ---p %� tri -C° Notary Public ignature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8177 DATE: MAY 15, 2013 ISSUED TO: LAU12A A. YANTSOS PROPERTY ADDRESS: 3455 BAY SHORE ROAD, C12EENPORT S('TMtt 53-6-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance wilh the Resolution of, [lie Board of'I'ruslecs adopted at the meeting held on M�iy1 5 201 3, and in consideration of application fee in the sum of'$25_00 paid by Laura A. Yantsos and subject to the "terms and Conditions as stated in the Resolution, the Southold "Town Board of Trustees authorizes and permits the tullowing: Wetland Permit to partially expand foundation on existing dwelling for additions; construct an 8'x12' addition to dwelling; remove and reconstruct existing; 20'x12' section of dwelling; construct a 9.5'x6' covered porch addition; construct a 2'x16' addition on landward side of dwelling;; construct dormers; install new septic system; new driveway; gutters to leaders to drywells installed on the dwelling; with the condition to install a line of staled hay bales and silt fencing along the flood zone line conforming to Southold Town Code -Chapter 236-Stormwater Management; and as depicted on the site plan prepared by D.A.K. Associates, LLC, last dated ,July 27, 2011, and stamped approved on May 15, 2013; and as also depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated January 29, 2013, and stamp approved on May 15, 2013. 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. ri; John M. Bredemeyer III, PresidentMichael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 ® E C E JUN •- 3 205 BLDG. DEPT TO;'!P; OF SOUTHOLD # 1116C Date: May 13, 2015 THIS CERTIFIES that the partial expansion of foundation on existing dwelling for additions; construction of an 8'x12' addition to dwelling; removal and reconstruction of existing 20'x12' section of dwelling; construction a 9.5'x6' covered porch addition;; construction of a 2'x16' addition on landward side of dwelling; dormers; new septic system; new driveway; nutters to leaders to drvwells on dwellina: on-arade stone Datio with crushed bluestone Debble base At 3455 Bay Shore Road, Greenport, New York Suffolk County Tax Map # 53-6-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 18, 2013 pursuant to which Trustees Wetland Permit #8177 Dated May 15, 2013, 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 Dartial expansion of foundation on existing dwelling for additions: construction of an 8'x12' addition to dwelling; removal and reconstruction of existing 20'x12' section of dwelling; construction a 9.5'x6' covered porch addition;; construction of a TX 16' addition on landward side of dwelling; dormers; new septic system; new driveway; gutters to leaders to drywells on dwelling; on -grade stone patio with crushed bluestone pebble base The certificate is issued to LAURA A. YANTSOS owner of the aforesaid property. - Authorized Signature New York State Department of Environmental Conservation Divisidn of Environmental Permits, Region 1 S0NY L Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360—ft TIDAL WETLAND LETTER OF NONnJURISDICTION CJoe Martens ommissioner Ms. Laura Yantsos June 4, 2013 3455 Bay Shore Road Greenport, NY 11944 Re: UPA#1-4738-04166/00005 Facility— 3455 Bay Shore Road SCTM#1000-53-6-11 Greenport (Shelter Island Sound/Pipes Cove) Dear Ms. Yantsos: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property, landward of the bulkhead more than 100 feet in length and constructed prior to 8/20/77, as evidenced on the Aerial Image Resources photograph dated 3/24/76 and shown on the survey prepared by John T. Metzger last revised 1/29/13 Article 25 (Tidal Wetland) jurisdiction. , Is beyond Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, at. no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility ensure that all necessary precautions are taken to prevent any sedimentation or other Ity to alteration or disturbance to the ground surface or vegetation within Tidal Wetlan ds j which may result from your project. Such precautions may include maintaining adequatelction 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 hay bale berm. Please -be further.advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Laura J. Scovazzc / cc: BOH -TW Gam. Deputy Permit Administrator File FORM NO.3 NOTICE OF DISAPPROVAL DATE: March 6, 2012 TO: Laura Yantsos 3455 Bayshore Road Greenport, NY 11944 Please take notice that your'application dated February 28, 2012: For permit for "as built" addition to an existing single family dwelling at: Location of property: 3455 Bayshore Road Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 11 Is returned herewith and disapproved on the following grounds: The "as built" addition to this existing single family dwelling on a non -conforming 6,745 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 non -conforming lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The "as built" addition as shown on the survey is 5.0 feet from the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. - FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 10, 2012 TO: Laura Yantsos Updated: January 3, 2013 3455 Bayshore Road Greenport, NY 11944 Please take notice that your application dated October 4, 2012: For permit for additions and alterations to existing single family dwelling_at: Location of property: 3455 Bayshore Road, Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non -conforming 6,745 sq ft lot (approx 6,045',:buildable) in the R-40 District, is not allowed pursuant to Article XXII section 280-116'-(B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a setback of 60.2+/- feet from the bulkhead. In addition, pursuant to Article XXIII, Section 280-124 non -conforming_ lots less than 20,000 square feet shall maintain a minimum side yard of 10 feet the survey shows 2.3 foot single side yard, and both side yards shall have a total of 25 feet the survey shows 7.2 +/- feet combined side yards, and shall maintain a front yard of 35 feet the survey shows a proposed front yard of 25.7 +/- feet. uthorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. f BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 M AY 24 2012 DG. DEPT. F SDU�HOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 17, 2012 ZBA FILE: 6562 1 1' NAME OF APPLICANT: Laura Yantsos SCTM#1000-53-6-11 PROPERTY LOCATION: 3455 Bay Shore Road (adj. to Shelter Island Sound) Greenport, NY 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 24, 2012. Based upon the information provided on. the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Parcel is 6,745 sq. ft. located in an R40 Zone District and is improved with a one and one half story frame dwelling. It has 50.00 feet of frontage on Bay Shore Road, 137.03 feet along the northern property line, 50.18 feet on Shelter Island Sound and 132.75 feet on the southern property, line as shown on the survey dated June 2, 2011 last revised June 9, 2011 prepared by Peconic Surveyors, PC, John Metzger LLS. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 based on an application for building permit and the Building Inspector's March 6, 2012 Notice of Disapproval concerning "as built" addition to an existing single family dwelling, at; 1) less than the code required side yard setback of 10 feet. RELIEF REQUESTED: The applicant requests a variance for relief of an "as built" addition to an existing dwelling with a side yard setback of 5 feet where the code requires 10 feet. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals, held a public hearing on this application on May 3, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 2 of 2 —May 17, 2012 ZBA File##6562 - Yantsos CTM: 1000-53-6-11 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The entire area of Bay Shore Road consists of non- conforming lots with non -conforming setbacks. The subject parcel is significantly non -conforming in both width and square footage, which is similar to many of the (14) 50 foot lots that exist from the beginning of Bay Shore Rd. to Island View Ave. 2. Town Law X267-b(3)(b)(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 addition was originally a car port open on three sides. The applicant inherited the property from her parents and discovered her father had enclosed the carport, making it habitable space; without the benefit of a building permit. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing fifty percent relief from the code. However, the enclosed carport has existed in it's current location for many years without detriment to the neighborhood. 4. Town Law 4267-b(3)(b)(4) 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. The storm water runoff will be retained on site as per code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the "as built" addition to dwelling 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 267-13, motion was offered by Member Goehringer, seconded by Member Dinizio, and duly carried, to GRANT, the variance as applied for, and shown on the survey dated June 2, 2011 last revised June 9, 2011 prepared by Peconic Surveyors, PC, John Metzger LLS. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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 Weisman (Chairperson); Dinizio, Goehringer, Schneider, Horning. This Resolution was duly adopted fl). L Leslie Kanes Weisman, Chairperson Approved for filing _5- /� /2012 .k .r / BOARD MEMBERS Leslie Kanes Weisman, Chairperson Gerard P. Goehringer George Horning Ken Schneider pF SO!/j�,o� � O 0 s COUNTY,� http://southoldtown.northfork.net Southold Town Hall 53095 Main Rdad • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS ' r� TOWN OF SOUTHOLD , Tel. (631) 765-1809 Fax (631) 765-9064 FM2 82013 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 21, 2013 . --- ZBA FILE: 6631 NAME OF APPLICANT: Laura Yantsos SCTM 1000-53-6-11 PROPERTY LOCATION: 3455 Bayshore Road (adj. to Shelter Island Sound), Greenport, NY BLDG. DEPT. (?r.:i..UTHOLD _ 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections_A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 14, 2013, stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 14, 2013. Based upon the information provided on the LWRP Consistency Assessment. Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT 'With the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is,a 6,745 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 137.03 feet along an adjacent parcel, the easterly lot line measures 50.18 feet along Shelter Island Sound, the southerly lot line measures 132.75 feet along another parcel, and the.westerly lot line measures 50.00 feet along Bayshore Road. The property is improved.with a single family dwelling, as shown on the survey drawn by John T. Metzger, with the latest revision showing proposed additions dated Jan. 30, 2013. BASIS OF APPLICATION: 'Request for Variances from Article XXII Code Section 280-116B and Article XXIII Code Section 280-124 and the Building Inspector's October 10, 2012, updated January 3, 2013 Notice of Disapproval based on an application for building permit for additions and .alterations to existing single family dwelling at; 1) bulkhead setback of less than the code required 75 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the total combined side yards of 25 feet, 4) less than the code required front yard setback of 35 feet. RELIEF REQUESTED: The Applicant requests (1) a variance for proposed construction located at a setback from the bulkhead of 60.2 feet, where Code requires a setback of 75 feet, (2) a variance for a single side yard setback of 2.3 feet, where Code requires a setback of 10 feet, (3) a combined side yard setback of 7.2+/- feet, where Code requires a total combined setback of ,25 feet, and (4) a variance for a 25.7 feet front yard setback, where Code requires a setback of 35 feet, in order to construct alterations and additions of an existing, non -conforming single Page, 2 of 3 — March 21, 2013 ZBA File#6631 - Yantsos SCTM: 1000-53-6-11 family dwelling. The Applicant seeks 4 variances that are necessary for this nonconforming building to achieve the goals of construction that will make the building a more uniform rectangular shape, and add a small front porch. ADDITIONAL INFORMATION: The Applicant was granted a variance in ZBA decision #6562, dated May 17, 2012, for an "as built" addition with a nonconforming side yard setback of 5 feet. The Applicant will construct a new septic system, hook up to public water supply and will abandon an on-site well. At the public hearing, the applicant was asked to provide information on the character of the neighborhood, average front yard setback, bulkhead setback and side yard setbacks. On March 13, 2013, the applicant provided several other variances with similar setbacks along with an aerial view of the neighborhood. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7, 2013, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The entire area of Bay Shore Road consists of many non- conforming parcels with many different non -conforming setbacks. The majority of bulkhead setbacks in the neighborhood are non -conforming. There are many front and side yard setbacks in the neighborhood that do not conform to code. Variances have been granted in the neighborhood for similar setbacks. The Applicant's parcel is one of fourteen 50 foot wide parcels within the neighborhood, and although it is significantly non -conforming in both its width of 50 feet, and its small 6,045 sq. ft. buildable lot size, this parcel has nonconforming attributes that are similar to many of the other nonconforming parcels that characterize this neighborhood. The Applicant's house was built in 1956, prior to the introduction of Town Zoning Code. 2. Town Law §267-b(3)(b)(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 Applicant's house was built in 1956, prior to the introduction of Town Zoning Code. The original nonconforming bulkhead setback of 61.3 was slightly reduced to 60.2 feet by the ZBA decision #6562 dated May 17, 2012. The nonconforming northerly side yard setback of 2.3 feet was created when the house was buil ' e nonconforming southerly side yard setback of 5 feet was also granted in decision #6562. a nonconforlrring 3 .3 feet front yard setback also has existed since 1956, but this will be reduced somewhat y 6.5 feet to 24.8 feet y the construction of the proposed 58.5 sq. ft. front porch. All of the Applicant's proposed onstruction on th onconforming parcel requires the granting of variances. 3. Town Law s 267-b(3)(b)(3). The variance granted herein for 60.2 ft. bulkhead setback is mathematically substantial, representing 17+% relief from the code, however this is mitigated by the pre-existing status of the building, and by the fact that this 60.2 ft. setback was established by ZBA decision #6562. The variance granted herein for the 2.3 ft northerly side yard setback is mathematically substantial, representing 77+% relief from code, however this setback was established when the house was built in 1956, prior to zoning code, and the addition of 2.7 ft length to the 26.4 ft side of the existing house is not mathematically substantial, and the proposed construction does not represent a substantial increase in the degree of nonconformity of this setback. The variance granted for a 7.2 ft. combined side yard setback is mathematically substantial, representing 71% relief from the code required 25 ft., and the proposed addition on this side of the house will increase the degree of nonconformity to both the side yard and the combined side yard setbacks. However, this is mitigated by the fact that these setbacks were established by ZBA decision #6562. The variance granted for the 24.6 ft front yard setback is mathematically substantial, representing 29+% relief from the code, however this is mitigated by the facts that the proposed porch is less than 60 sq. ft in area. 4. Town Law X267-b(3)(b)(4) 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. The Page 3 of 3 — March 21, 2013 ZBA File#6631 - Yantsos SCTM: 1000-53-6-11 applicant installed a new bulkhead in conformance with today's standards. The Applicant will construct a new septic system, connect to public water supply, and abandon an existing well. The Applicant must also comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created since the applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed alterations and additions, including a new front porch, 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 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to; GRANT, the variances as applied for, and shown on the survey prepared by John T. Metzger, and dated Jan. 30, 2013, showing all proposed additions, and the architectural drawings by D.A.K. Associates, LLC labeled Renovation to the Yantsos Residence dated July 27, 2011, sheets A101 -A104, A201 and A301 -A303. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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: Weisman (Chairperson), Horning, Schneider. Nays: Member Goehringer. This Resolution was duly adopted (3-1). Leslie Kanes Weisman, Chairperson Approved for filing j / 6 /2013 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider August 23, 2013 Laura Yantsos 3455 Bayshore Road Greenport, NY 11944 Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 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 RE: de minimus request ZBA#6631 Dear Ms. Yantsos:. AUG 2 6 2013 BLDG, DEPT. TOWN OF SOUTHOLD I have reviewed your letter dated received in this office on August 21, 2013, and the drawings that you submitted with your request for a de minimus determination. Since youare not proposing any new nonconformity, I have determined that your requested. modification is de minimus in nature. Please also note that you must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. S' rely, � C v Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector BOARD MEMBERS Leslie Kanes Weisman., Chairperson Eric. Dantes Gerard P. Goehringer George Horning Ken Schneider November 8, 2013 Laura Yantsos 56 Daly Court Riverhead, NY 11901 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 RE: 3455 Bayshore Road, Greenport ZBA File #6631 Dear Ms. Yantsos, I have reviewed your letter of explanation dated October 25, 2013, and the building plans that you submitted with your request to establish a building height 4 feet higher than the height shown in the drawings stamped for approval by the ZBA in decision #6631 on March 21, 2013. Since you do not propose any changes to the variances granted in decision #6631, and since the proposed changes are to accomplish a code compliant dwelling and no new non -conformities are proposed, I have determined that your requested modification is de minimus in nature. I will instruct the office to send a copy of this letter with your request to the Building Department so that you can proceed with completing construction and obtaining a CO. If you have any questions, please call the office. S' ere , es ie ares Weisman Chairperson/Dept. Head EE V4: Building Dept: NoV 12 2013 II BLDG. DEPI TOWN 0-SDUTHOLD o'o�K, Town of Southold - Chapter 236 - Stermwater Management x SWPPP - Storm Water Pollution Prevention Plan Assessment Doren GENERAL INFORMATION: (AH Requested Information is Required for a Complete Application)] APPU NT NAME: Ownnerr-Agent -Constdtant-Contractor or other (Circle One) Property OWNER:( If Different thanApplkang l�_t.�r/aA ' F�N7.SO- 5 -Alk ®DQNUe�i portyAddress:.se*�-Vop Ac' ArR4%16 /,p Nemo of C hector and1l Contact Person Rrepomibla ror bnplementetion of SWPPP. ��T ��J, 11 E-laaik 'kg�vd.dN - Any One -Time During:the Proposed �Development? Yes NOJ Name of Persons Responsible for Installation & Mpintenance o1groslon Control Practice: Address: a. Does the Applicant have a Qualified Inspector On Q {� Teluptwno Fax #) E -Mail: Inspections will Occur and for What Period of Time ? Yes No Total Area of An Pro)ecl Parcels: J d (S.F. /Anes) Total Area ofLand clearing andlor Ground Disturbance: _ (SF. f Aaaa) Project Duration:. (Anliopated) Ito )P e ] Dale:A '�(_;� Da eve1e ' ;e,( E Brief Description of Cont bmction AcirvAy, Proposed Structnml BW4 Soft Stabalization BAH s, Pigecr.Scope and/or Sequence of Construction.Actr4ty IProuide Additional Peps as Needed) -------------------------------------- -------------------------------------------- -------------------------------------------- --------------------------------------------- Will this Project Disturbe five (b) or More Acres at —.___—_.__--___ Any One -Time During:the Proposed �Development? Yes NOJ --------------------------------- ------------ ---.-------_ _—......,_--- ------------------------- IfYES: Please Answertfre Followingl a. Does the Applicant have a Qualified Inspector On Q {� Staff To Conduct the Required inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site O U List the NAMES or description of all Potentially Impacted Waterbodies andfor Wetlands: Inspections will Occur and for What Period of Time ? Yes No c. Does the SWPPP Adequately Identify AllTemporary = [� --------------------------------------------------- andlorPermanentSoilSWb limlionMeasures? Yes _ No ------------------------------------------------- d. Does the SWPPPAdequately ldenlifyaComplete. 0 ------- `----'-----�-------=--`=----------------- Proje¢t Phasing Plan ? Yes No Status of Impacted Waterbody: (eq. TAIDL, 303(d) UsteA Impaired-) e_ Does the SWPPP Indicate Additional Site Specific = Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review F---1 .= Type of Impacted Walerbody: (eq. Lake. Creek, Bey, Pond, Sound, Freshwater Welland_.) by the Town of Southold ? Yes No S7 ATF. OF NF.W YORK, COUNTY OF...._S.v�.....P'............... SS That I, .._.-..._. ! q:.A.... Y, ff; /.T-5 7 i being dui; (Name of ividuelsigning Document) And that he/she is the ............... ...�r..��.. � r, Qavile ,"t�xitxio Owner and/or representative of the Owner or Owners, and is do make and ®e this application; that all stateinents contained in thi that the work will be performed in the manner set forth in the ap Sworn to before me this; diy Notary Public:. ---Cl ............... SWPPP Assessment FORM: 03-12 Notocy sworn, depises and says that he/she is the applicant for Permit, Ascu4 te.Atfice ,eta) . . . y authorized to form or have performed the said work and to application arepertrue to est of his knowledge and belief,and licatiori filed here ' (Sign wo of Applicant) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 REQUESTED BY: Company Name: Name: License No.: BUILDING DEPARTMENT TOWN OF 9OUTHOLD Telephone (631) 765-1802 eofroQer.richertugoQd ny uwnsos ✓�nl 2z,%, �' _ Date: 3-/y Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ��114 65 *Address: 3 YSS ��✓, ��.� ,, �� *Cross Street: *Phone No.: Permit No.:g ( (� Tax -Map District: 1000 Section:-,—:5z- ection: 5 Block: Lot: - )�j — *BRIEF DESCRIPTION OF WORK (Please Print Clearly) jriease %,rrcie ori i nat Appiy) *Is job ready for inspection: YE - *Do -you need a Temp Certificate: Ec Temp Information (if ne ed) `Service Size:1 Phas 3Phase 100 1 *New Service: Re-connec UndergroundNurr Additional Information: PAYN .82=Request for Inspection Form NO.Rough In NO - Final 300 350 .400 Other of Meters ' Change of Service Overhead r DUE WITH APPLICATION TOWN OF SOUTHOLD PROPERTY RECOIL® CAR® I OWNER STREET S L4 VILLAGE DIST. SUB. LOT / 16, FORMER O NER N E f ACR. ry S 7 W TYPE OF BUILDING / w RES. 6 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value REMARKS-�� ✓e.,r' 9 cnev o Nue e % J. C4,t d �, LAND IMP. TOTAL DATE OP '2-6 0 1)(P/97— G.wd 077)/ '�`� o--7) ✓ `�` ? - ------G>��-131U-=NG-CONDITI-ON N&V NORMAL BELOW ABOVE F RM Acre '.Value Per Value Acre - Tillable- 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON- WATER, Brushland FRONTAGE ON ROAD^" House Plot DEPTH BULKHEAD E(A) 0 � J> DOCK Total I PPPP Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 December 12, 2014 Laura Yantsos 3455 Bay Shore Rd Greenport NY 11944 BUILDING DEPARTMENT TOWN OF SOUTHOLD 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. ' /vPlumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 1 r� V'1b-1`6Trustees Certificate of Compliance. (Town Trustees # 765-1892) V� 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 — 38190 — Additions and Alterations Telephone (631) 765-1802 Fax(631)765-9502 685—StatutoryForm A. Photostat Recording, ---•-- •- •--°---•--"-""--`-'-"" "`"--"-""IULIUS BLUMBERG, INC., LAW, BLANK PUBLISHERS' ' Warranty Deed with Full Covenants, Individual. /'1- BO EXCHANGE PLACE, AT BROADWAY, NEW YORK 4179 WiM THIS INDENTURE, made the 12th day of September , nineteen hundred and .Fi f t y - s ix BETWEEN EDWARD T. COSTELLO, residing ,at Greenport, iiew. York, part y of the first part, and, GEORGE YANTSOS. and ETHEL YANTSOS, 4� $ wife,, ' -residing at 118-39 221st Street, Cambria-:;:Height•s, New York, partle s of the second part,, WITNESSETH, that the part y of the first part, in consideration of TEN and Y ° { Dollars, ($10. 00)*," lawful money of the United States, and other good and valuable considerations paid by the parties of the second part do e S,. -,hereby grant and release unto the partie s of the second part, their .heirs and assigns forever, ALL that certain plot,. -piece, or ;parcel of land., situate, lying and ,being at Arshamomaque, Town of Southold, '.',County ,of Suffolk and -:'State of New York, known and designated as lot" inumber.61, on a certain map -,en- titled, "Revised Map of Pecon.ic Bay Estates",, made by Otto. Van ,Tuyl, Engineer; and Surveyor of Greenport, N;Y.,' Jure 1928 and filed in the Suffolk County .Clerk's .Office on July.,,30th, 1928 as Map No'. 658; which said lot, is bounded and described;;;as•;followaI BEGINNING 'at a monument on the easterly, side -of Bayshore Road where 'the -same is intersected by thedivision li.ne,, bdtween lots 60 and 61, on the aforesaid map; RUNNING THENCE south 23 degrees 'S1 minutes; east along the easterly side of Bayshore Road,.50 feet to a monument;` THENCE north 66 degrees 09 minutes east along the northerly side of 'lot 62, on said map and through a monument 140.15 feet to the high- water mark of Peconic Bay; THENCE north 18 degrees 23 minutes°'20!-'secondslwest along the said highwater mark of Peconic Bay, 50.23 feet to'the southerly side of lot- i 60 on said map; THENCE south 66 degrees 09 minutes west along said southerly side of lot 60 on said map, and through' a monument -1446'93 feet to the easterly side oftBayshore Road,-at.lthe point br'place of BEGINNING. 'TOGETHER with the- appurtenances and all the estate -and -rights -of the -part y of the -first -part in'and`to'--' "- said premises. m� Tt 91T I ATII T!l TTl17 T .1_ _ ________•___ 1____:« �...-«x,.�7 ...-. a... +t... ......+ 1 _ _ n� +tin annnn nnrf f u tyr! 7�- I L 0Ln ' N k � r W s i f i _ I E i 4 ? s_ae shah not ba P. sy • raid truo appy, c.._.Cnt=__s indi..... ri ha.son _...... :rljl n —)a person '0. vvrl ..- f:3, er,0 . _...,., .. itlltionS C, :.,.... a .., 3Z Lo 7 MAP PF %--AND 5U6ZVF-YED ICOV- o `', -OFF N �t,' i� u O� i4 ?•`I n G �` �•"i CS 25e `v D= "-A o" u rrm e h A- GEO_ F--THEL- YANTSOS Guaran'tced to North Fortes P�ariK. 8 Tr:�st Co., and =' ATGVACAV-OkVItee.CA Title Dyort "A�25HA�v10M000�� American Tifil� ►Ksurance Go. cas SLiY�eL1eC� N! arch 3-, 1�6� . No�� = L+ VA ours s.�c. TOWOT1-1 ti � StJU0L�( D, N-_ VCDk 1 L C) ktj ( Soh YGcup CD, i Peay �ti �i1e �JU C, CCDUVIAk,� ��eY�C�S LtCEyls, L CANCA :A -- ?Yl cA p N `-' 5 .i G Y e e Y� p o Y F, Cy w %, `r l-- s i f i _ Lot CSO t f FCrtcc 1' N• `y jill �;�- N.�� 09 E•—fix— 144'=93 0 fir. {,o• ! ;� - - -. -° v m Q 3 NM U ° �; �oL sc �N i Q i G41r-porf , + Q I 140:•1 5 V d irertc� �-G• soli}h . �'t i > -N Lo 7 MAP PF %--AND 5U6ZVF-YED ICOV- o `', -OFF N �t,' i� u O� i4 ?•`I n G �` �•"i CS 25e `v D= "-A o" u rrm e h A- GEO_ F--THEL- YANTSOS Guaran'tced to North Fortes P�ariK. 8 Tr:�st Co., and =' ATGVACAV-OkVItee.CA Title Dyort "A�25HA�v10M000�� American Tifil� ►Ksurance Go. cas SLiY�eL1eC� N! arch 3-, 1�6� . No�� = L+ VA ours s.�c. TOWOT1-1 ti � StJU0L�( D, N-_ VCDk 1 L C) ktj ( Soh YGcup CD, i Peay �ti �i1e �JU C, CCDUVIAk,� ��eY�C�S LtCEyls, L CANCA :A -- ?Yl cA p N `-' 5 .i G Y e e Y� p o Y F, Cy w %, `r l-- "AO ,d AREA=6,745 SO. FT. TO TIE LINE 0 3'N ONP�T OR1��P P / 60 cE s1°�P�E �' N N + a� 566•n, 00 13� 03 o•ZN to ,01 61 613 75 �� ZONE x G•P' ■=MONUMEN T 065 81550 SURVEY OF PROPERTY A T ARSHAMOMO0 UE TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-53-06-11 SCALE. 1 '--20' JUNE Z 2011 June 8, 2011 (revisions) JUNE 9, 2011 (additions) LOT NUMBERS REFER TO "MAP OF PECONIC BAY ES TA TES AMENDED 'MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 1124. FLOOD ZONEI�FROM FIRM MAP NUMBER J610JC0159H SEPTEMBER 25, 2009 I ELEVATIONS (REFERENCED TO N.A. V. D. SEPTIC SYSTEM AND WELL LOCATION FROM FIELD OBSER VA TIONS AND DATA FROM OTHERS. ANY ALTERA770N OR ADDI770N TO THIS SURVEY IS A VIOLATION OF SECTION 721590F THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER; SEC77ON 7209 -SUBDIVISION 2. ALL CER7IFICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 77 -IE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. r4, [ZBAINAL MAPECISION # v2t. _.t'�,� 3 ,�c I"X,61,Q� , N. Y.S LIC. NO. 496181 PECONIC zSURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 111-155 �3N AREA=6,745 SO. Fr. TO TIE LINE ■ =MONUMENT 0, 62 LOT NUMBERS REFER TO "MAP OF PECONIC BAY ESTATES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 1124. FLOOD ZONE FROM FIRM MAP NUMBER 3610JC0159H SEPTEMBER 25, 2009 ELEVA TIONS REFERENCED TO N. A. V. D. SEPTIC SYSTEM AND WELL LOCATION FROM FIELD OBSER VA TIONS AND DATA FROM OTHERS ANY ALTERA71ON OR ADD177ON TO 77-/IS'SURVEY IS A WOLA77ON OF SEC77ON 7209OF 77 -IE NEW YORK STA7F EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER71FICA77ONS HEREON ARE VALID FOR 77 -IIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR�THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I r�• 4 .41AS t s' f +"'o 6. A 6/j, NWD N. YY LIC. NO. 49618 ECONIC VEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO TRA VELER STREET SOUTHOLD, N. Y. 11971 111-155-1 SURVEY OF PROPERTY AT ARSHAMOMOQ UE TOWN OF SO UTHOLD SUFFOLK COUNTY, MY ,N 1000-53-06-11 SCALE: 1'-20' JUNE 2, 2011 June 8, 2011 (revisions) JUNE 9, 2011 (additions) Von 6o 0otlem Z o 6) 0 E 0 1,01 ZONE;N � T-•n�7p 2 ° OP G � m M1 hlfp'0 9z ■ =MONUMENT 0, 62 LOT NUMBERS REFER TO "MAP OF PECONIC BAY ESTATES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 1124. FLOOD ZONE FROM FIRM MAP NUMBER 3610JC0159H SEPTEMBER 25, 2009 ELEVA TIONS REFERENCED TO N. A. V. D. SEPTIC SYSTEM AND WELL LOCATION FROM FIELD OBSER VA TIONS AND DATA FROM OTHERS ANY ALTERA71ON OR ADD177ON TO 77-/IS'SURVEY IS A WOLA77ON OF SEC77ON 7209OF 77 -IE NEW YORK STA7F EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER71FICA77ONS HEREON ARE VALID FOR 77 -IIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR�THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I r�• 4 .41AS t s' f +"'o 6. A 6/j, NWD N. YY LIC. NO. 49618 ECONIC VEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO TRA VELER STREET SOUTHOLD, N. Y. 11971 111-155-1 N I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, public water and cesspools shown hereon are from field observations and or from data obtained from others. EXISTING SEPTIC SYSTEM TO BE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS WELL TO BE ABANDONED AND PUBLIC WATER TO BE UTILIZED , ING IQ 040"E (, co��l 9,0• N66 • v WE , n � 316 5 9 9 5 c o � �� •sem O,� gyp. v ;C`L N� G .!g-- O 70 2 7�� UA �O v AREA=6,745 SCS. FT. TO TIE LINE RAIN RUNOFF CALCULATIONS HOUSE = 1,258 sq. ft. 1,258 x 1 x 0.17= 214 cu. ft. 214/42.2= 5 V PROVIDE 1 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. NG \NP.�ER L01 �O rev s A 00 Ar oP � 0 Vol • OY �. 03 Cn x r tzl vo S,CpHS Ref.# RIO -13-0016 SURVEY OF PROPERTY AT ARSHAMOMOQ UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-53-06-11 SCALE. 1'--200 JUNE 2, 2011 JANUARY 2, 2013 (B 6.1-1 & PROPOSED ADDITIONS) JANUARY 29, 2013 (REVISION) C ` MARCH 7, 2013 (REVISED PROP. SEPTIC LOCATION) `.�MAY 24, 2013 (REVISIONS) � d Zd CP. .P 0 GE I�INil o O d r P Pit 91N / ��E G v01 ?,30-1 to. 31' N- 09 00�� No�E�-V\NG PROPOSED SEPTIC SYSTEM (REQUIRES VARIANCE) 9a GoUt RP,� 566 (3 BEDROOMS) 0-• 9\ N 14`- 1 \ ROPO �oN a i=MONUMEN T TEST HOLE DATA BY McDONALD GEOSCIENCE 12/6/12 EL. 9.6' DARK BROWN LOAM OL -- 0.5' BROWN SILT ML - - 3' BROWN SILTY SAND WITH 10-20% GRAVEL PALE BROWN FINE TO COARSE SAND SW EL. 1.2' 8.4' WATER WATER IN PALE BROWN FINE TO COARSE SAND 17' [1] 1,000 GAL. SEPTIC TANK [2] 5' DEEP x 10' DIAMETER LEACHING POOLS ALL LEACHING POOL COVERS TO BE TRAFFIC BEARING L 0 T NUMBERS REFER TO "MAP OF PECONIC BAY ES TA 7ES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 1124. FLOOD ZONE FROM FIRM MAP NUMBER J610JC0159H LAE SEPTEMBER 25, 2009 ELEVATIONS REFERENCED TO N.A. V.D. SEPTIC SYSTEM AND WELL LOCATION FROM FIELD OBSERVA77ONS AND DATA FROM OTHERS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77 -IE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. '(SOF NEW ME1� N. Y.S. LIC. NO. 49618 PECONIC SURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.0. BOX 909 12JO TRAVELER SOUTHOLD, N. Y 11971 STREET 11-155 i N r 3' 0.2N is 0� 60 p'9 v s� ts3N 3D�p AREA=6,745 SO. FT. TO TIE LINE I moi 9 Nn 01 /.,. ro1 I 4 Vol 613 Oct � � err _N 0 -n � 2� � gip. • c�0 A"c P • \ NEpD ,6'5 ' � vr�' � �� c, g0•� 5, \ _ Z •, �,, 132 � eE ��P p P�HP�t 0O ■ =MONUMENT �i SURVEY OF PROPERTY A T ARSHAMOMOQ UE TOWN. OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-53-06-11. SCALE. 1'--20) JUNE 2, 2011 June 8, 2011 (revisions) JUNE 9, 2011 (additions) LOT NUWBERS REFER TO "MAP OF PECONIC BAY ESTATES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ' S MAP NO. 1124. FLOOD ZONE FROM FIRM MAP NUMBER 36103C0159H SEPTEMBER 25, 2009 ELEVA TIONS REFERENCED TO N.A. V. D. SEPTIC ;.SYSTEM AND WELL LOCATION FROM FIELD OBSERVA TIONS AND DA TA FROM O THERS. i4 ANY AL7ERA71ON OR ADDI77ON TO THIS SURREY IS A WOLA77ON OF SEC776N 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON RE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAS' OR COPIES BEAR THE IMPRESSED SEAL OF 77 -IE SURVEYOR WHOSE SrGNA,TURE APPEARS HEREON. 49618 ECONI CVEYORS, 9P. C.---' (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 11 —155 N I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE. DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES and will abide by the conditions ' set forth therein and on -the permit to construct. The location of wells, public wator and cesspools shown hereon are, from field observations and or from data obtained from others. EXISTING SEPTIC SYSTEM TO BE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS WELL TO BE ABANDONED AND PUBLIC WATER TO BE UTILIZED r. V Ir 3C Z W- e5 roc N �llY u. \0 0 0 -10 i - 7 'o s V`. -RAIN RUNOFF CALCULATONS HOUSE = 1,258 sq. ft. 1,258 x 1 x 0.17= 214 cu. ft. .214/42.2= 5 V PROVIDE 1 DRY WELLS 8' 'DIAMETER x 6' DEEP OR EQUAL. - '(r - 00 �ovc 0 7 � lel 0 7o D0 3.5 \ \ ,9 o* G� �<2 AREA=6,745 SO. FT. TO TIE LINE M w �D 1�,A ■ =MONUMENT cP• SCDHS Ref.# R10-13-0016 SURVEY OF PROPERTY AT ARSHAMOMOQUE TOWN OF SOUTH -OLD SUFFOLK COUNTY, MY 1000-53-06-11 SCALE:1'-20' JUNE 2, 2011 JANUARY 2, 2013 (B.O.H & PROPOSED ADDITIONS) ` JANUARY 29, 2013 (REVISION) MARCH 7, 2013 (REVISED PROP. SEPTIC LOCATION) MAY 24, 2013 (REVISIONS) FEB. 19, 2014 (FOUNDATION LOCATION) 16 5 �DE INCE fit �P�R v0`4 PROPOSED PROPOSED SEPTIC SYSTEM (REQUIRES VARIANCE) ('3 BEDROOMS) TEST HOLE DATA BY McDONALD GEOSCIENCE 12/6/12 EL 9.6' DARK BROWN LOAM OL BROWN SILT ML — — 3' BROWN SILTY SAND WITH 10-20X GRAVEL -- 8. PALE BROWN FINE TO COARSE SAND SW EL 1.2' WATER 8.4' WATER IN PALE BROWN FINE TO COARSE SAND 17, [1] 1,000 GAL.° SEPTIC TANK [2] 5' DEEP x 10' DIAMETER LEACHING POOLS ALL LEACHING POOL COVERS TO BE TRAFFIC BEARING LOT NUMBERS REFER TO "MAP OF PECONIC BA Y ES TA TES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 1124. / lV,(. LIC. NO. 49618 PECONIC SURVEYORS, P. C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUTTRAVELE HO D, N. R S STET 111-155 FLOOD ZONE FROM FIRM MAP NUMBER J610JC0159H LANE SEPTEMBER.25, 2009 ELEVATIONS REFERENCED TO N.A. V.D. SEPTIC SYSTEM AND WELL LOCATION FROM FIELD .OBSERVATIONS AND DATA FROM OTHERS ANY AL 7ERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77FICATIONS HEREON ARE VALID FOR 77 -IIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 77 -IE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. / lV,(. LIC. NO. 49618 PECONIC SURVEYORS, P. C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SOUTTRAVELE HO D, N. R S STET 111-155 fZREScheck Software Version 4.5.0 Compliance Certifica Project Yantsos Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,175 ft2 Glazing Area 15% Climate Zone: 4 Permit Date: Permit Number: Construction Site: 3455 Bayshore Road Greenport, NY 11944 Owner/Agent: Laura Yantsos 3455 Bayshore Road Greenport, NY 11944 631-477-2217 NOV 2 5 2013 D BLDG. DEPT. TOVM OF SOUTHOLD Designer/Contractor: Brett Kehl DAK. Assoc. LLC. PO. Box 1675 Southold, NY 11971 631-433-9084 • • • LIA trade-off Compliance: 16.9% Better Than Code Maximum UA: 355 Your UA: 295 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 805 30.0 0.0 0.035 28 Ceiling 2: Cathedral Ceiling 375 30.0 0.0 0.034 13 Wall 1: Wood Frame, 16" o.c. 1,817 19.0 0.0 0.060 103 C, Door 1: Solid (� OjF DEEB Y8 21 0.300 6 Door 2: Glass * Q��,R�pn'Q� 82 0.300 25 Wall 2: Wood Frame, 16" o.c. r— % 380 15.0 0.0 0.077 11 Window 1: Wood Frame:Double Pane w w -E - W 242 0.290 70 Floor 1: All -Wood Joistlrruss:Over Uncon ? Z djsp fes'" �, C9 1,180 30.0 0.0 0.033 39 0725 Compliance Statement. The proposed builds ere is consistent with the building plans, specifications, and other calculations submitted with the permit applicatl ed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESc ec Ve ' n 4.5.0 and to comply with the mandatory requirements listed in the RESk Inspection Checklist. Name - Title Signa Date Project Title: Yantsos Residence Report date: 10/30/13 Data filename: FAYantsos\Res check 10-30-13.rck Pagel of 1 .q !x REScheck Software Version 4.4.4 Compliance 'Pertificate Project Title: Yantsos Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: ?``~4 Single Family Project Type: New Construction Conditioned Floor Area: 1,847 ft2 Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: 3455 Bayshore Road Greenport, NY 11944 Owner/Agent: Laura Yantsos 3455 Bayshore Road Greenport, NY 11944 631-477-2217 Compliance: Compliance: 2.7% Better Than Code Maximum UA: 365 Your UA: 355 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Designer/Contractor: Brett Kehl DAK. Assoc. LLC. PO. Box 1675 Southold, NY 11971 631-433-9084 Ceiling 1: Flat Ceiling or Scissor Truss 807 19.0 0.0 40 Skylight 2: Wood Frame:Double Pane with Low -E 13 0.300 4 SHGC: 0.00 Ceiling 2: Cathedral Ceiling 458 11.0 0.0 38 Skylight 1: Wood Frame:Double Pane with Low -E 13 0.300 4 SHGC: 0.00 Wall 1: Wood Frame, 16" D.C. 1,133 19.0 0.0 59 Door 1: Solid 39 0.300 12 Door 2: Glass 112 0.300 34 SHGC: 0.00 Wall 2: Wood Frame, 16" o.c. 1,013 11.0 0.0 74 Window 1: Wood Frame:Double Pane with Low -E 177 0.290 51 SHGC: 0.00 Floor 1: All -Wood Joist(Truss:Over Unconditioned Space 1,180 30.0 0.0 39 Project Title: Yantsos Residence Report date: 06/20/13 Data filename: F:1YantsoslRes Check Yantsos #2.rck Page 1 of 2 , ;4 Compliance Statement: The proposed building design descrikddkere is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building ha bee designed to meet the 2010 New York Energy Conservation Construction Code requirements in R check Version 4.4.4 and to comply with the m dat requirements listed in the REScheck Inspection Check12-4) ist. � 62-1 Name - Title Signature Date Project Title: Yantsos Residence Report 06/20/13 Data filename: F:\Yantsos\Res Check Yantsos #2.rck Page 2 of 2 YANT505 RESIDENCE STRUCTURE AS EXISTING; CARPORT 4 ROOF STRUCTURE CONVERTED TO FINISH LIVING SPACE FRONT ELEVATION SCALE: 4" = W U z G� w 0 LU O Q w J Q U ©N h LU z O n z w (J— (V W DOQo C)(f)>-ly BA FMAL MAP EE DEUSIO *f ^ O z Zzcam QUOS° z�= W 1— C)O 51 DE ELEVATION SCALE: 4 " ' = I'-O PAGE: 2� I EXISTING FOUNDATION WALLS, FOOTING, FRAME, GIRDER COLUMNS TO REMAIN 1 EXISTING CONCRETE BLOCK FOUNDATION WALL W/ FOOTING BELOW GRADE (TO REMAIN) 0 0 N FASCIA 4 VENTED SOFFITS EXISTING ION RIDGE �� ASPHALT ROOFING WITH C�O 12 15# FELT OVER 2' CDX PLYWOOD SHEATHING EXISTING 8" C.J. TOEXISTING 8" C.J. TO REMAIN CEILING TILES PANELING ON WALLS TYPICAL ALL AREAS DINING ROOM PLYWOOD SUBFLOOR EXISTING 8" F.J. TO REMAIN EXISTING SLAB TO REMAIN BUILDING SECTION "AIL SCALE: 4" = I, -o,, 4" X 10" HEADERTO REMAIN \_2" X 8" HEADER ABOVE WINDOWS * DOORS (ASSUMED) o 2" X 4" STUD WALL @ I G" O.C. UNDER EXISTING HEADER; R I I INSULATION * 2' CDX PLYWD. SHEATHING W/ HOUSE WRAP 8" CONCRETE BLOCK FOUNDATION WALL W/ FOOTING, EXISTING TO REMAIN 0 z O U w N +,r z O — o� — oC I Olu D O N Q Ln z U' z J lu cz 0 W Z O Z W W U z LLA _ z w� oC o ( J v-) O m N � Q Q U— Z t\ (T) �, / _ L.L 0 — >- O Lu Uv � zzom i W �n EEE MAPC;_':I�Z� t� PAGE: 3 FRONT ELEVATION ROAD SIDE ELEVATION SCALE: 1/4" = V-0" REAR ELEVATION (WATER SIDE ELEVATION) SCALE: 1/4" = V-0" —K'U r. OIUII:.J� �0 !J'iUl 1caU\JUIb EVs D -A a K ASSOCIATES LLc �I a residential i commercial design • engineering • consulting J T)2j�nt;i 506 Main Street phone: (631( 767 - 6071 Westhampton Beach, New York 11978 fax: (631( 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm -&.-Kehl Associates, LLC o formerly East End Design Associates, LLC RIGHT ELEVATION- SCALE: 1/4" = V-0" LEFT ELEVATION SCALE: 1/4" = V-0" © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK ZAWING TITLE: ELEVATIONS a Acceptance of !hese drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, Lw Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aaencies prior to construction. JULY 27, 2011 922-2011 BDK CHECKED BY: JJD A201 FRONT ELEVATION (ROAD SIDE ELEVATION) SCALE: 1/4" = V-0" REAR ELEVATION (WATER SIDE ELEVATION) SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" LEFT ELEVATION SCALE: 1/4" = V-0" © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. D a A a K ASSOCIATES LLc residential & commercial design • engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631 ) 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm & Kehl Associates, LLC o formerly East End Design Associates, LLC OWNERSHIP do USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: DORMER REVISION: 08-21-13 PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK DRAWING TITLE: ELEVATIONS SET: ISSUED FOR: DATE: SEAL: DATE: JULY 27, 2011 PROJECT NO: 922-2011 DRAWN BY: BDK CHECKED BY: JJ D SHEET NUMBER: A201 DOB NUMBER: OF JAMES J DEERKOSKI, PE © D • A • K ASSOCIATES, LLc GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C0 N T R A C T 0 R N 0 T E S General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir �2 or better. 2. FIRE SAFETY: u ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D -A� 1, ��SOC�►7(Lw FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. nx(dontial i commordal d•Idpn • wpin•wnp . conxulfkp schedule shall be in accordance with the specified code. Nailing BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH, 506 MainStreet phone: (631767-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 1 a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhompton6eac,h,NewYOrk 1197a fa>C (631466-3354 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E -Mail: CkmM@aol.com 2 5. Erect and brace trusses in accordance to truss plate institute recommendations. DeorkWKA"&Ko"Axociat•$,LLCe EW End nAwocwu,uc F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER.6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWN RSHIP &U E OF DOCUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. LLC. No part thereof shall be copied, disclosed 4. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been 5. PLUMBING, ELECTRICALS, ETC. 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. 6• ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9• LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM dt KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11. REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY 27, 2011 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATfON IS UPON INSPECTION FOUND AT ANY AUG. 28, 2011 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR do FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. NOTE: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS I 3 " GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY- MENT REQUIRED I FLOOD HAZARDS I WIND EXPOSURE CATEGORY AS PER TABLE 503 Ur Ivtvv TUMr\ JIHIL, HIVU Int AMLNII.AIN rUKL51 & HAHLK A55UUTAIIUN (AF & F'A) WUUU FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAM!` Y DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTICS WITHOUT S70RAGE (b,e) SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY I SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 1-1n IIIA III - ---- IV V I L. MLL r\\JIIIVIJ IVI LL I Ur\ L.AI_, LLV I "L_ IN 1 J• J IMIN U/1RUJ DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS PRESCRIPTIVE DESIGN MI?*MUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 3" THROUGH R o OF (in pounds per square foot) III F:'OOF USES(s) AND OCCUPANCY CLASS] FICATION(s) 2 2 TYPE OF CONSTRUCTION (CHAPTER 6) " TYPE GROUP V B 2 " HEIGHT AND FIRE AREA BATHROOM 3" 3 2 ., HEIGHT FIRE AREA I 3 " DEAD LOAD USE OCCUPANCY FROM GRADE PLANE TO RESIDENTIAL R-3 2 2 TYPE OF CONSTRUCTION (CHAPTER 6) " TYPE GROUP V B 2 " HEIGHT AND FIRE AREA BATHROOM 3" 3 2 ., HEIGHT FIRE AREA HEIGHT. BUILDING. DEAD LOAD THE VERTICAL DISTANCE 60 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 14'-11 " ATTICS WITHOUT S70RAGE (b,e) AS PER SECTION 502 OF 10 THE BUILDING CODE OF 20 NEW YORK STATE. ROOMS OTHER THAN SLEEPING ROOMS TOTAL HEIGHT FROM RIDGE TO GRADE 20'-611"_ USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES. 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT S70RAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 9 P y 9 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 - performance of the entire system, POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH R'OOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3455 BAYSHORE ROAD LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY GREEN PORT NEW YORK DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING SECOND FLOOR 3„ 3., 2„ 2,. 2' 3" 3" ALL HOUSE FRAMING MATERIAL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CAL_C. _ATED FOR EACH CASE. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER SHEATHING NOTES: NEW CRAWL SPACE 134 sq. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE I, 'II_ING SCHEDULE OF THE AMERICAN FOREST EX. BASEMENT 808 sq. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO EX. FIRST FLOOR 1046 sq. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NEW FIRST FLOOR 134 sq. (1) SHEATHING TO BE NAILED TO CCA SILL 2 ., DW I 2 .. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 2 595 sq./ft. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES WASHER NA (4) SHEATHING TO BE NAILED TO TOP PLATE LOFT 2 " PROJECT N0: 922-2011 NO SUBSTITUTIONS 140 sq. All framing hardware shown on these plans, PROJECT: FIRST FLOOR unless otherwise indicated, is Simpson Strong -Tie: RENOVATION NA No substitutions are approved or authorized: 2' NA Due to the relationships of framing hardware to TO THE NA the other components of the structure, any framing YANTSOS 3" hardware substitutions will render these plans SUNROOM NA null and void, and will result in the installer/contractor 3 " NA assumin res onsibilit for the desi n and RESIDENCE 9 P y 9 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 - performance of the entire system, POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH R'OOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3455 BAYSHORE ROAD LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY GREEN PORT NEW YORK DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING SECOND FLOOR 3„ 3., 2„ 2,. 2' 3" 3" ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ft. NEW CRAWL SPACE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ROOF DRAINAGE CALCULATIONS. DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.21 FOR DECKS ATTACHED TO EXTERIOR WALLS ROOF AREA = 2282 sq/ft GENERAL NOTES TABLE R402.2 V= A x R x c PLUMBING RISER DIAGRAM MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BATHROOM ...__.._.. , .,,.,...,., A = 1351 so/ft AREAS OF STRUCTURE MINIMUM SPECIFIED KI I L;htN LAUMUIcT ft. NEW CRAWL SPACE 134 sq. 2" EX. BASEMENT 808 sq. 2 3 ,. EX. FIRST FLOOR 1046 sq. ft. NEW FIRST FLOOR 134 sq. ft. 2 ., DW I 2 .. ft. 2 595 sq./ft. WASHER NA LOFT 2 " PROJECT N0: 922-2011 ATTIC (HOUSE)(a) 140 sq. ft. ATTIC (HOUSE)(b) FIRST FLOOR ft. GARAGE NA 2' NA 2" BONUS ROOM NA SCREENED PORCHES 3" SUNROOM NA 3 " NA COVERED PORCHES NA COVERED ENTRANCE 50 sq. ft. 4" F.A. VENT 6" NA C. 0. ACCESSORY STRUCTURE NA ABOVE GRADE C. 0. C. 0. 4"C.0. TO SCWA APPROVED 4" CI SEWERAGE SYSTEM HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) AREAS OF STRUCTURE MINIMUM SPECIFIED EX. CRAWL SPACE 236 sq. ft. NEW CRAWL SPACE 134 sq. ft. EX. BASEMENT 808 sq. ft. EX. FIRST FLOOR 1046 sq. ft. NEW FIRST FLOOR 134 sq. ft. EX. SECOND FLOOR 456 sq. ft. NEW SECOND FLOOR 595 sq./ft. NEW BALCONY NA LOFT NA PROJECT N0: 922-2011 ATTIC (HOUSE)(a) 140 sq. ft. ATTIC (HOUSE)(b) 170 sq. ft. GARAGE NA ATTIC (GARAGE)(c) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE 50 sq. ft. POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FO �° 72 G1 (a) AT 28 DAYS PSI A (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL S\O (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. OB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D•A-Y ASSO(3ATES,,�c (b) WITH STORAGE Q4 0 MINIMUM SPECIFIED - I ,. I COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) ' BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FO �° 72 G1 (a) AT 28 DAYS PSI A (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL S\O (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. OB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D•A-Y ASSO(3ATES,,�c (b) WITH STORAGE Q4 0 R = 2" RAINFALL = .17 f{ - I ,. I SET: ISSUED FOR: DATE: C = COEFF. = 1.0 ' V = 1351 x 1 x .166667 = 225.16 c.f. 298 / 42.25 VERTICAL FT. / FT = 5.32 V.F. ` J!j USE (3) 8' DIA, POOLS 2'-0" DEEP = 6 U.F. SEAL: DATE: POOLS TO BE PLACED ON OPPOSITE SIDE OF -- October 30, 2013 PROJECT N0: 922-2011 HOUSE AND/OR LEADERS TO BE PIPED TO POOLS ALL COVERS TO BE TRAFFIC BEARING ALL MULTIPLE POOL SYSTEMS ARE TO BE CROSS -CONNECTED COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT wRI?TEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES LLC. N. D Fw yob �� y Rko .� * s� * w z DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FO �° 72 G1 (a) AT 28 DAYS PSI A (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL S\O (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. OB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D•A-Y ASSO(3ATES,,�c (b) WITH STORAGE Q4 0 MODEL NO. H7 H6 MODEL NO. LFTA MODEL NO. MTS16 M TS20 LST20 MODEL NO. LTP4 MODEL NO. HD2A MODEL NO. SP 4 MODEL NO. LSTA21 MODEL NO. MSTA24 MODEL NO. CS16 MODEL NO. LUS46 HUS210-2 MODEL NO. HGA1OKT SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. EIGHT TWO id NAII Id NAIL INTO INTO STUD Simpson Strong -Tie PLATES ALLOWABLE LOADS HINE '� LOAD NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 150' FASTENERS 16 WITH 28-8d 1235 1650 LATERAL GA CCA SILL UPLIFT UPLIFT (133/160) 8dx1J" CODE EQUALLY SPAN TO TO TOAVGNAILS 100 SNOW 115 ROOF t25 REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES (133) (160) F F2 RAFTERS/ I 16d PLATES STUDS ULT. (133& 18 3&" 4J" TRUSS16Q) 6076 1140 1160 1000 1150 1250 7, 40, 127 14 31" 1 9j" 2 g_16d 8-16d 6076 175-512105 — 1650 1900 2065 1, 36, 84 122 I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION FASTENERS UPLIFT AVG DOUG -FIR LARCH/1;0 INF AIIOWARIF IOADS CODE REF. UPLIFT LATERAL (133/160) GA 16 4-8d 2-8d 8-8d 2991 930 985 400 TO RAFTERS TO PLATES TO STUDS 5,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND FZ 160 14 4-SDSJ"x14" 4-SDSJ"x3" 1 1523 435 1 435 1165 940 PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (133) 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER CODE LENGTH OF BOLTIN WOOD MEMBER GA MAX. LFTA REF. CLEAR ULT. 2 LFTA WIDTH PAN L QTY DIA 1}^ 2" 21" 3" 3}" 1j" 2" 2}" 3" 3J" 16 2}" 17" 381" 16-10d — 4200 1205 1400 5, 44, 85 DOUG -FIR LARCH / SO. PINE FASTENERS Z ALLOWABLE UPLIFT LOADS' AVG 10d 10d x 1J" CODE L ULT.REF. 10d 1 O x 1J" (133 / 160) (133) (160) 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 DOUG -FIR -LARCH TOF RECTION SO. PINE CODE TYPED TYPE DIALLOWABLE LOADS REF. - LOAD CONNTION FLOOR ROOF (133/ (100) (125) 160 G 515 645 670 5 J 1 515 645 670 6, 39, 97 H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS AVG ALLOWABLE TENSION LOADS'"" (DF/SP) (133) HOLDOWN DEFLECTION HOLDOWN DEFLECTION AT HIGHEST STUD LENGTH OF BOLT 2.3 BODY a ANCHOR MACHINE BOLTS ULT. IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE ALLOWABLE BASE GA HB SB W H B SO CL plAs' DESIGN AD DESIGN WHEN QTY DIA 14^ 2" 24" 3" 34" 5r" GA LOAD RAISED OFF THE SILL PLATE 16 12 4&" 2}" 21" 8" 24 il 14" si 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 DIMENSIONS FASTENERS AVG ULT. ALLOWABLE UPLIFT LOADS RDFE OF / SP W L STUD PLATE (t33) (1 60) 3 71" -10d x 1j" 2917 735 F885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF. GA W L NAILS 1��R (133) (160) 20 1 21 1 - 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF. GA W L NAILS 1��R (133) (160) 18 1 1 24 1 -10d 1025 1 1370 1640 1 7, 40, 90 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE (100) (133 / 160)2 (LENGTH END GA CUT LENGTH (TOTAL) G SPACING oc. REF. CODE REF. 2, 43, 82 OF ROLL BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. EIGHT TWO id NAII Id NAIL INTO INTO STUD Simpson Strong -Tie PLATES IN A ROW EIGHTS NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 24" 7, 40, 90 CCA SILL DIMENSIONS FASTENERSpN, EQUALLY SPAN -FIR LARCH/SO. P114E ALLOWAEILE LOADSNOTED. 1ST AND 2ND FLOOR BOX BEAM GA EQUALLY SPAN HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF t25 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 1od 16d DLT. (133) (160) 10d I 16d 10d I 16d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 18 3&" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 14 31" 1 9j" 2 g_16d 8-16d 6076 175-512105 — 1650 1900 2065 1, 36, 84 122 FASTENERS UPLIFT AVG DOUG -FIR LARCH/1;0 INF AIIOWARIF IOADS CODE REF. UPLIFT LATERAL (133/160) GA ULT, TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F FZ 160 14 4-SDSJ"x14" 4-SDSJ"x3" 1 1523 435 1 435 1165 940 USE A MINIMUM OF :�� TWO id NAILS THIS SIDE OF TRUSS. TOTAL FOUR , /. 0 Id NAILS INTO TRUSS USE A MINIMUM OF-,,,< TWO id NAILS THIS / SIDE OF TRUSS. TOTAL FOUR id NAILS INTO TRUSS L SLATES • O• • BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. EIGHT TWO id NAII Id NAIL INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHTS & PAPER ASSOCIATION (AF & id NAII WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO INTO 2001 SBC STUD LFTA (1) SHEATHING TO BE NAILED I FTA F1 DETAIL "A" Simpson Strong -Tie H7 J II'IF.1:> LJI I J VI '-JI 1 i iL Floor -to -Floor Connections MTS16 MTS16 UnOA DETAIL "C" Simpson Strong -Tie Floor -to -Floor Connections USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS L STU' J"- SIMPSON TAKE-UP WASHER TWOS ART'x12 Id NAIL INTO PLATES i • a EIGHT id NAILI ' J INTO STUD HD2A DETAIL "D" Simpson Strong -Tie ROD SYSTEM JUT WASHER KAT<�on I T<�on SP LSTA H6 pson azrong- i ie DETAIL 711 DETAIL "G" Equal nf, specifiec e PROVID SIDE 01 AND Or Simpson Strong -Tie HGA10 e DETAIL "K" l..Jlb DETAIL "H" SIN Str DETAIL "I" DETAIL "J" S TU 8"- SIMPSON TAKE-UP WASHER ART8"x12 DETAIL "L" N JP WASHER 'LER NUT J 5„ 8- IPSON <E—UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE EQUAL TO OR GREATER THAN BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie, No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system, D • A • K ASSOCIATES, ac �J re•Idential i commercial decipn . erpineerirlp . corwltkp 506 Main wot phone: )631)161- 6011 Westhampton {each, New York 11918 falc )631) 466 - 3354 E Mol: CAnrr18888@cd.com D66*08K Arm i KOM AnoCkda, LLC • fWffWly East End D"M Anodatm. LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG -TIE DETAILS October 30, 2013 PROJECT NO: 922-2011 pF NEW DRAWN BY: �P� 5 ). DEFR rOiQ BDK ��O Q�� * CHECKED BY: r- p� JJD Ono% eswiloon �'Id IN JAMES J DEERKOSKI PE © D•A•L ASSO(U910S, nc NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE Waterview EXISTING SECOND FLOOR PLAN FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YIORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS SCALE: 1/4' =1'-0' Waterview I EXISTING ROOF PLAN SCALE: 11C =1'-0" (D COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aaencies prior to construction. ,-� D •A • K ASSOCIATES. ur. reddontlal & comnwciol din . eWnNring • consulting 506 Man Strut phone: 1631) 767 - 6071 We0hompton beach, New York 11978 10C (631) 466 - 3354 E -Mail: CMnbQB OW.com D"fko$K Amt i ON Associates, LLC • formerly East End Design Associates, LLC WNERSHIP do USE F DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK DRAWING TITLE: EXISTING SECOND FLOOR PLAN EXISTING ROOF PLAN ET: ISSUED FOR: DATE: AL: DATE: October 30, 2013 PROJECT NO: 922-2011 DRAWN BY: Nth BDK sof Al�' D �� CHECKED JBYD: r- �r LU Rp� S SHEET NUMBER: A A102 NUM OF JAMES J DEERKOS PE D•A-K ASSOMM me F I L 1 m E U Waterview 2 16'-8" TJI110x9J" Floor Joists 16"oc. (Match Existing Floor Heights)---- -4"A wsld•ntlaI i commercial dedgn • •npineering • consufty 12' 0 ARE TO HAVE 3°0" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME I A I 303 I I 'I I I _ J Compact Fill 1 --------- With a 4" Conc. Slab I I Iw/6x6 WWM. " I Provide Flashing as per lo ,Beneath Finish Slab. NY. State Code Between A I Verify Finish Slab IHouse and Concrete Slab. 1 �' with Owner. '� ( 301 -1 1�r I Simpson Post Anchor 1 r—, La --- -- a J Hr —I 1 LOJ I I 1 a a a I -------------- B 301 3' -0;5 NEW FOUNDATION PLAN SCALE: 1/4" =1'-0" OO NEW CONSTRUCTION TO BE REMOVED NOTE: wsld•ntlaI i commercial dedgn • •npineering • consufty ALL ANCHOR BOLTS 0 ARE TO HAVE 3°0" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: C a> FLOOR JOISTS ARE TO BE SOLID -- ---- -c----- --- New Crawl Space Remove Provide a Provide a -- - - - - - - - - - - 5'-8' 09fS' - - - - - - I I BAYS PARALLEL TO EACH OTHER FROM RENOVATION Existing 32"x 24" EACH END OR SIDE OF HOUSE RESIDENCE 3455 BAYSHORE ROAD % ; .. 54"x 36" �� til% 1 EAL: DATE: WindowOpening • • : r/ I c ///.•.%////////. �////�///�:// X P9 Opening • • O - • I I S o CHECKED BY: ) a r J J D m >1 SHEET NUMBER: x A1 03 7) I I a a I 0 C D•A•[ ASK)CMl1DS, ne _ _ New (2)1 J"F9_LVL. Girder �1 Q li Fill-in Existing r. Z I _ I I Stairwell with I I I I Z 2x10 Floor Joists Provide a J L. - _J I 2 I� 36"x 36" 0 � fit ki � I■ Opening Provide a 8"x16" o ( I Furnace Conc. Pier on a _ 24"x 24% 12" 0 Conc. Ftg. u 1 ° H/W I HTR. r -, r- I Existing (,3)2x10 Flush Ginde I _ a � I - - --------- -- ----_ �- �- ___________________ _ ------ _ ------ .i, _ 00 — 710 1 1 - - - - - - ------------J-----L--------------L----J---1 -�- --- �____� Provide 3ira�psor� L- -� I� _ I I Hanger HGUS410 Provide a I`�"► I Girder or Equal - J New (2)1" c9 �V� I Provide 2x8 watt Bearing Point .. 36"x 36" 1 under Existing Girder 3 3 o 774. Provide 4" Buried Water S I rvice Sleeve E O u'o E o _O w Veri Location 1 OExisting O � M O O a o m JJN New wBasement o o o _ J U- O) Crawl s o � :x 36"x 6" a N v rn X N `. Openi CD I Space 0 °' Fuel N N 3 Tank T X s .� x w -C U z To Be Removed I w Q°, UP I 0 Z U °o X 11'-4" I ' U1 N (n N Zi) I A I 303 I I 'I I I _ J Compact Fill 1 --------- With a 4" Conc. Slab I I Iw/6x6 WWM. " I Provide Flashing as per lo ,Beneath Finish Slab. NY. State Code Between A I Verify Finish Slab IHouse and Concrete Slab. 1 �' with Owner. '� ( 301 -1 1�r I Simpson Post Anchor 1 r—, La --- -- a J Hr —I 1 LOJ I I 1 a a a I -------------- B 301 3' -0;5 NEW FOUNDATION PLAN SCALE: 1/4" =1'-0" OO NEW CONSTRUCTION TO BE REMOVED NOTE: wsld•ntlaI i commercial dedgn • •npineering • consufty ALL ANCHOR BOLTS 0 ARE TO HAVE 3°0" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: C a> FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM RENOVATION NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y° LVL HEADERS EACH END OR SIDE OF HOUSE All Headers are to be (2)13/4"x9)/2" LVL's Unless Otherwise Noted N00 I A 302 -24 32" 16'-44 _)N-1 3"SM 3"SM 3"WCXW15R* CXW15R* CXW15L* P XW15L* PA -4N a 3J"x94" LVL. Hec 0 ,--,IN M---------- __ All Headers are to be (2)13/4"x9)/2" LVL's Unless Otherwise Noted of o Z Z Waterview 3'- 4 r X 0 F- 3 N Z High and LOW R*n B 301 C '4'-10 5' FWG80611R FWG80611R r+cu 5}"x9j" LVL. Header 5J"x9j" LVL. Header -IN US M U U wsld•ntlaI i commercial dedgn • •npineering • consufty 0 0 E4Ad1: CMm8M@aol.com 0 WNERSHIP & MUSENOF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 0) C a> X x of o Z Z Waterview 3'- 4 r X 0 F- 3 N Z High and LOW R*n B 301 C '4'-10 5' FWG80611R FWG80611R r+cu 5}"x9j" LVL. Header 5J"x9j" LVL. Header -IN US M U U wsld•ntlaI i commercial dedgn • •npineering • consufty 506 Main Sk"t phone: (631)161- 6011 Westhampton Beach, New York 11915 fax (631) 466.3354 E4Ad1: CMm8M@aol.com 0 WNERSHIP & MUSENOF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 10 to others or used in connection with any work •. prepared without written consent. �� WORK NOTES: PROJECT: RENOVATION o YANTSOS RESIDENCE 3455 BAYSHORE ROAD % ; .. NEW FOUNDATION PLAN �� til% ET: ISSUED FOR: DATE: EAL: DATE: 0) • • : r/ I c ///.•.%////////. �////�///�:// X P9 • • • O - • ` S o CHECKED BY: ) J J D m >1 SHEET NUMBER: x A1 03 7) DOB NUMBER: a JAMES J DEERKOSKI PE 0 C D•A•[ ASK)CMl1DS, ne �1 Q Z 3 Z --1N wsld•ntlaI i commercial dedgn • •npineering • consufty 506 Main Sk"t phone: (631)161- 6011 Westhampton Beach, New York 11915 fax (631) 466.3354 E4Ad1: CMm8M@aol.com Deerkeft Amt i K*N Aueolotes, LLC • formerly Ead End Dedgn Anoc lafes, LLC WNERSHIP & MUSENOF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work •. prepared without written consent. �� WORK NOTES: PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD % ; .. NEW FOUNDATION PLAN �� til% ET: ISSUED FOR: DATE: EAL: DATE: �� ,fi �i .rL / • • /moi/i �� • • : r/ I c ///.•.%////////. �////�///�:// I� '� '� / v • • • / ` •� u CHECKED BY: 1MIMI' J J D m >1 SHEET NUMBER: "° A1 03 P DOB NUMBER: OF JAMES J DEERKOSKI PE C D•A•[ ASK)CMl1DS, ne �1 COME 1 2 I� � fit ki � I■ (2)1 j"x9j"ELY�. Header CXW14L* CXW14R* 3"SM 301 A 302 >'-4' 10'-11 1.: -2� 12'-2 ^4 2' NEW FIR ST FLOOR PLAN- NEW CONSTRUCTION TO BE REMOVED SCALE: 1/4" =1'-0" `-4 0 I N 0 M Q _Ku In 0 0 0 a� A 303 0 © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such D • A • K ASSOCIATES Lw wsld•ntlaI i commercial dedgn • •npineering • consufty 506 Main Sk"t phone: (631)161- 6011 Westhampton Beach, New York 11915 fax (631) 466.3354 E4Ad1: CMm8M@aol.com Deerkeft Amt i K*N Aueolotes, LLC • formerly Ead End Dedgn Anoc lafes, LLC WNERSHIP & MUSENOF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK DRAWING TITLE: NEW FOUNDATION PLAN NEW FIRST FLOOR PLAN ET: ISSUED FOR: DATE: EAL: DATE: October 30, 2013 PROJECT NO: 922-2011 DRAWN BY: OF NEW BDK �.�P�� N. DE oo CHECKED BY: J J D m >1 SHEET NUMBER: "° A1 03 P DOB NUMBER: OF JAMES J DEERKOSKI PE C D•A•[ ASK)CMl1DS, ne i OD naD 0 naD 0 A 303 Waterview A 303 A 302 NEW SECOND FLOOR PLAN SCALE: 11C =1'-W f TO BE REMOVED NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST do PAPER ASSOCIATION (AF do PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS EACH END OR SIDE OF HOUSE All Plumbing Vents are to be on the back of the House (Verify with Owner) All Headers are to be (2)13/4%SIY2" LVL's Unless Otherwise Noted nca 0 All Plumbing Vents are to be on the back of the House (Verify with Owner) A A 30(i 302 Waterview 20 Roof Rd= Line of Roof Overhang 1K All Plumbing Vents are to be on the back of the House (Verify with Owner) 2xt Roof Rd= -1roc. 2x6 Roof Rd n -,roc. 2xt Rod Rd= -1roo. 2x6 Roof RA%M -1roa. I 2x6 Roof Pitts 2xt Roof RtiMrs o, I �, 1roc. E 16■oc. I o i N„2x6 Roof Raftm 2x6 Roof pAn ° I I I 1 0 ,6'0� ,ebc I Sitting Area Ir �� m I I I g 11 11 p l o -o Of\Iso I o__ I IC14 L Z- E I J� J I I o 0 L� I o% 11 10) I o r ---JJ LL= I 13/4 'x11 %" LVL Ridge Beam > > III I Bedroom #2 ;�_�---�____ ___ li Bedroom #3 III j I II I � I I o �' ( � � — — _ � I CY �--I�I lI c V - I I I ---------- C—� Jas I�----�I----------1 I---------- I �—I I �° +�� µ------------- I Attic Stora e .,rte. o-- -� tt c Storage I � opo ext Roof6. -16'ocl +C I o I I I I IIS II I I �`� N °° I I II ° I I I L--- ------------- -- -----II — I L ------------ — All Headers are to be (2)13/4"x91/2" LVL's Unless Otherwise Noted 1 Line of Roof Overhang A A 303 302 NEW ROOF PLAN NEW CONSTRUCTION j TO BE REMOVED SCALE: 1 /4' =1'-W All Plumbing Vents are to be on the back of the House (Verify with Owner) © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. \ ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such D • A • K ASSOCIATES, ac Yreddenrd i commercial d"gn . engineering . consunV 506 Main Street phone: 1631 j 767 - 6071 Westhampton Beach, New York 11978 bL (631) 466- 3354 E4Aa1: CAmrBW@ad.com Deorkodi Arm i Kehl Associates. LLC • formerly Ead End Dion Anoclota, LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK NEW SECOND FLOOR PLAN NEW ROOF PLAN October 30, 2013 PROJECT NO: 922-2011 DRAWN BY: (� OF k, BDK S 1. DEF0 CHECKED BY: * o "� f r , r JJD SHUT NUMRFR- © D•A-L AS80(U'l1oS, me FRONT ELEVATION (ROAD SIDE ELEVATION) SCALE: 1/4"= 1'-0" E C� (YAOD m v RIGHT ELEVATION SCALE: 1/4"= V-0' 1 D • A • K ASSOCIATES uc redcWnfial i commwclal deign a w4newinp • consuftig 506 Main Street phone: (631) 767 - 6071 Wesfhampton beach, New York 11978 fa c (631) 466 -3354 E-Mck CMn6888 W.com Deeft" Arm i Kehl Amckda, LLC • fbn w East End Desion AwocWw, LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK ELEVATIONS OFYRI LEFT ELEVATION ©COP FLOOR GPLANOSt AND HT 23 AELEVATIONIS AREPROTECTED *LC.� ��,s DEFR�o UNDER FEDERAL COPYRIGHT LAW. � a PLANS MAY NOT BE REPRODUCED WITHOUT r" w SCALE: 1/4' =1'-0" WRITTEN AUTHORIZATION. �• ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF°• o ga`� ��'�'� D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, ux Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. October 30, 2013 PROJECT NO: 922-2011 DRAWN BY: BDK CHECKED BY: JJD A201 Ridge Vent GAF Architectural 40yr Roof Shingles 30 LB Felt (provide ice and watershield at all valleys, hips, starter and ridge locations) r Cl Plywood Roof Sheathing 2'x 6" Roof Rafters - 16"oc. 2x E Ridge 1x6 Azek Fascia / Rakes 2x Soffit Framing 12" Vented Soffits (klatch Existing (2)2x10 Header 2x Framing to Create False Girder 1x Azek False Girder Covering— Beaded Azek Ceiling 1x4 Azek Frieze Board — 1x10 Azek Frieze Board — 4x4 Azek Post Provide Furring as Required 9 Brick Perimeter and Steps — with Bluestone set in Platform Grade 2x6 Ceiling Joists - 16"oc. CROSS SECTION SCALE: 1/2" = 1'-0" Ridge Ven GAF Arch 30 LB Fel (provide i hips, star V CDX I 2"x 6" Rc 2xa Ridge (3)2x10 Rc 2x4 Plate (2)2x6 Tor 2x4 Stud: R-19 Inst 1x8 Fascia 2x6 nyrafl 2x6 Shoe 2x8 Rafter New TJI11C Y" CDX Si A 301 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS L____J L____J L____J D -A • K ASSOCIATES uc re iclenfid i commercial declgn . *Vneedng . consuftV 506 Main Sheat phone., (631) 161- 6011 Westhampton beach, Now York 11918 falc (6311466-3354 E4M: CMr1f88@aot.com DOW=& Am i KeN Associahc. LLC • for ne tv East End Deslan Anociahs. LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. , ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. _* PLANS MAY NOT BE REPRODUCED WITHOUT I CROSS SECTIONrB WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I 30 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/2" = 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. CROSS SECTIONS A&B October 30, 2113 PROJECT NO: 922-2011 DRAWN BY: of NEW BDK 3. DEER YEA CHECKED BY: JJD SHEET NUMBER: LU -N, A301 Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D-A•L AS80Q4'11d9, ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aclencies prior to construction. Ridge Vent GAF An 30 LB (provide %" CD) 2"x 6' 2x8 Ric 2x4 Pla 2x10 0 1x8 Fas 12' Ven 1x6 Frie (2)2x6 Hardie I 30# Fel 2x6-16' 1/2' G. r" C1 (Match R-19 Ii 2x6 St 2x6 SI 9r Pe 2x6 Al Termib rx 18' Grade Damp 8' Con 16'xi Bottom 3'-0" B�._......- -- REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS CROSS SECTION rA------ SCALE: 1/2" = 1'-0" �? I 9 © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such D • A • K ASSOCIATES uc reddon#d i comm•rctal d«ipn • erdnoWng • comm 506 Man Stott phone: (631 ) 161- 6011 Westhampton beach, New York 11918 fac (631) 466 - 3354 Wail: CMrr888 OW.com Doeft d, Arm i M Auodabc, LLC • fomwly EW End Doftn Auock4w, LLC WN HI do US DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: ROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK DRAWING TITLE: CROSS SECTIONS A&B ET: ISSUED FOR: DATE: EAL: DATE: October 30, 2113 PROJECT NO: 922-2011 OF NEh, Y DRAWN BY: CS5 DEER�i'O,Q BDK NECKED BY: w JJD Z 2 HEET NUMBER: cP 0 25 R��ESSIONP� A302 DOR NUM JAMES J DEERKOSKI PE © D•A•1 ASMUM ne OFF1c45� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND 0 N T R A C T 0 R N 0 T E S REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: j� ASSOCIATES, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D 0A0K Lw FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. Pial i, commercial decipn • "lnNrinp • conxAnp BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AGENCIES 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506MainStrNt phone: (631)767-6071 1. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. W mptonDeach,NewYak 11978 frnC (631) SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. C�Mal: CArrrli)886@ool.com 2 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. w.rica.a, Amt a laro Auociobc, uc • [act rrd Dedgn Associates, uc THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. WNER HIP dt USE OF DOCUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association APA BLE specifications. ecifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. LLC. No part thereof shall be copied, disclosed 4 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been 5,PLUMBING, ELECTRICALS, ETC. 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated veneer Lumber (LVL): COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO BPM, MONDAY TO FRIDAY, AS REQUIRED AND CONDITIONS OF Fb 2600 PSI = 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. SOLROLD TOWN ZBA ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9• LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS AL14J/s/3 SOUTHOLDTOWN TRUSTEES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. INSTIGATE ATHE HOLDSE OF HARMLESSSE DRAWINGS BY ANY AGREEMENT BETWEEN TOHETRACTOR, SUBCONTRACTOR, DRAWING USER AND DEERKOSIKI, ARM & KEHLNASOSOCIAOTES,RL CALL 5 CONSTRUCTION CONSTRUCTION WORK TWILLS EILCONOFNEDVOLVE TO THIETWORKPISON OF SUED, ANDTWILL NOT CREATE DUST,ATER, OR DRT,AL EORICES TO THE OTHER SUCHOWNER. AIJ N.Y.S. DEC 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11. REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES DO (MINGLWIL paNI�'H HE WILL BE RESPONSIBLE FOR ALL (DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE �RAMINGUNTILSUAwEY ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE OF FOUNDATION LOCATION 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE HAS BEEN APPROVED. ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY 27, 2011 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AUG. 28, 2011 RETAIN STORM WATER RUNOFF 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THL GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR PURSUANT TO CHAPTER 236 FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. OF THE TOWN CODE. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARPUS MONOXIDE DETECTORS SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. APPROVED AS NOTED NOTE: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE DATE: /% B.P. q. 0-2 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE: TO HAVE LEAD COATED COPPER SLEEVES / COVERS FIRE AREA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO CAMAGE FROM WINTER DESIGN TEMP. I ICE SHIELD UNDERLAY- MENT REQUIRED I FLOOD HAZARDS I WIND EXPOSURE CATEGORY Iur NLW TUKK S IA IL, ANU IriL HMLKII;AN FOREST Esc ('APER ASSOCIATION (AF Esc NA) WOOD FRAME --� CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FEE4 �V _ BY:a-� 2 NOTIFY BUILDING DEPARTMENT AT AI 765-1802 8 AM TO 4 PM FOR THE /'1Tr. AI I f�/'11l\IC" AArrT /�r'� rvnrrn TI Ir \I�/[� C`TAAIf\AI�fIC` SPEED (mph) FROST LINE WEATHERING DEPTH TERMITE DECAY 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C IV V I L. PILL r\%JVIVIJ MGG I vr\ CAI.CCU 1r -IC 1141-3. FOLLOWING INSPECTIONS: DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 1. FOUNDATION - TWO REQUIRED PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADSFOR POURED CONCRETE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN _NGINEER TO HAVE A CAPACITY II 3 THROUGH ROOF (in pounds per square foot) 2. ROUGH - FRAMING a PLUMBING ROOF USES(s) AND OCCUPANCY CLASSIFICATION(s) 3" USE OCCUPANCY RESIDENTIAL R-3 2" 2TYPE OF CONSTRUCTION (CHAPTER 6) " TYPE GROUP V B 2" HEIGHT AND FIRE AREA BATHROOM 3 3„ 2„ HEIGHT FIRE AREA HEIGHT. BUILDING. EXTERIOR BALCONIES 60 THE VERTICAL DISTANCE DECKS (f) 40 FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT ATTICS WITHOUT STORAGE (b,e) 3 STORY OF THE HIGHEST ROOF ATTICS WITH STORAGE (b,e) AS PER TABLE 503 SURFACE ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER SECTION 502 OF SLEEPING ROOMS 30 THE BUILDING CODE OF STAIRS 40 (c) NEW YORK STATE. GUARDRAIL AND HANDRAILS (d) 200 (c) TOTAL HEIGHT FROM RIDGE TO GRADE 20'-64" USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 ss min r EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 3. INSULATION NEW CRAWL SPACE SHEATHING NOTES: sq. ft. 4. FINAL - CONSTRUCTION MUST 808 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH TI•iE NAILING SCHEDULE OF THE AMERICAN FOREST BE COMPLETE FOR C.O. 1046 sq. ft. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ALL CONSTRUCTION SHALL MEET THE C FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 2" Dw I REQUIREMENTS OF THE CODES OF NEW NA 2" NEW BALCONY YORK STATE. NOT RESPONSIBLE FOR WASHER (1) SHEATHING TO BE NAILED TO CCA SILL 7 DESIGN OR CONSTRUCTION ERRORS. 2" (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM FELF-VAI AL ATTIC (HOUSE)(b) 170 (3) SHEATHING TO ALLY SPAN 2ND FLO AND ATTIC TOP PLATES 1) NA PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: (4) SHEATHING TO BQEUNAILED TO TOP PLATOER INPOEO-tieW RF-QU114 2' BONUS ROOM NO SUBSTITUTIONS ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;` SHEET NUMBER: D.A.K. ASSOCIATES LLC. SCREENED PORCHES NA All framing hardware shown on these plans, /��((' OCCUPANCY {� VR PROJECT: unless otherwise indicated, is Simpson Strong -Tie, U SE IS UNLAWFUL UWITHOUTEIS RENOVATION COVERED PORCHES or authorize , No substitutions are approved authorized COVERED ENTRANCE 50 sq. ft. POOL HOUSE CABANA CEF FlC� TO THE ACCESSORY STRUCTURE Due to the relationships of framing hardware to ABOVE GRADE the other components of the structure, any framing OF OCCUPANCY YANTSOS C. 0. C.O., hardware substitutions will render these plans C. Q. null and void, and will result in the installer/contractor res nsibilit f th d d RESIDENCE a u g po y o e eslgn an a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- performance of the entire system, POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. umaW 3455 BAYSHORE ROAD 3" 3" 2„ LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ALL ft,Uk )iIIGWAM GREENPORT, NEW YORK DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING A WATER LINES NEED 7 SECOND FLOOR 2,. 2.. 2 3" 3" ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NEW CRAWL SPACE 134 OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ROOF DRAINAGE CALCULATIONS. TESTING BEFORE COVERING STRESSES. DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. PLUMBERCERfiI ROOF AREA = 2282 sq/ft CNS e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ®�WOEFORE GENERAL NOTES CER7IFICATE:DFGpANC`Y PLUMBING RISER DIAGRAM TABLE R402.2 , MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE V = A x R x c S.O40ER U' SEO IN'WAT'ER BATHROOM A = 1351 so/ft SUPP, 1t �A1') %AA/Ai^"r AREAS OF STRUCTURE EX. CRAWL SPACE RIIU" LAUNUKT NEW CRAWL SPACE 134 sq. ft. 2 ,. 808 sq. ft. 2 3' 1046 sq. ft. NEW FIRST FLOOR 134 sq. ft. C 456 2" Dw I 2' NA 2" NEW BALCONY NA WASHER LOFT 7 © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. 2" Ln sq. ft. ATTIC (HOUSE)(b) 170 sq. ft. FIRST FLOOR NA PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: ATTIC (GARAGE)(a) NA 2' BONUS ROOM 2" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;` SHEET NUMBER: D.A.K. ASSOCIATES LLC. SCREENED PORCHES NA 3" NA DECKS NA 3" COVERED PORCHES NA COVERED ENTRANCE 50 sq. ft. POOL HOUSE CABANA NA 4" F . VENT 6" ACCESSORY STRUCTURE C. 0. ABOVE GRADE C. 0. C.O., 4"C.0. C. Q. TO SCWA APPROVED 4" Cl SEWERAGE SYSTEM HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) AREAS OF STRUCTURE EX. CRAWL SPACE 236 sq. ft. NEW CRAWL SPACE 134 sq. ft. EX. BASEMENT 808 sq. ft. EX. FIRST FLOOR 1046 sq. ft. NEW FIRST FLOOR 134 sq. ft. EX. SECOND FLOOR 456 sq. ft. NEW SECOND FLOOR NA THE WEATHER, AND GARAGE FLOOR SLABS NEW BALCONY NA PROJECT N0:922_2011 LOFT NA © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ATTIC (HOUSE)(a) 140 sq. ft. ATTIC (HOUSE)(b) 170 sq. ft. GARAGE NA PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: ATTIC (GARAGE)(a) NA WRITTEN AUTHORIZATION. ;�� E i-_ ``;`; ; ; JJD �\� �fI' '` BONUS ROOM NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;` SHEET NUMBER: D.A.K. ASSOCIATES LLC. SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE 50 sq. ft. POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA G1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `` (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without � r, u.,.. - . , >�` CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. ;.:.,r NUMOF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc, SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D -A -K ASSO(3AM uc (b) WITH STORAGE MINIMUM SPECIFIED EX E D'2110OF i%,LEAD. SET: ISSUED FOR: DATE: COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) V = 1351 x 1 x .166667 = 225.16 c.f. BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOWT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO POOLS TO BE PLACED ON OPPOSITE SIDE OF THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) G1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `` (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without � r, u.,.. - . , >�` CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. ;.:.,r NUMOF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc, SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D -A -K ASSO(3AM uc (b) WITH STORAGE R = 2' RAINFALL = .17 ft EX E D'2110OF i%,LEAD. SET: ISSUED FOR: DATE: C = COEFF. = 1.0' V = 1351 x 1 x .166667 = 225.16 c.f. 298 / 42.25 VERTICAL FT. / FT = 5.32 V.F. USE (3) 8' DIA. POOLS 2'-0" DEEP = 6 V.F. AL: DATE: POOLS TO BE PLACED ON OPPOSITE SIDE OF JULY 27, 2011 HOUSE AND/OR LEADERS TO BE PIPED TO PROJECT N0:922_2011 POOLS © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ALL COVERS TO BE TRAFFIC BEARING UNDER FEDERAL COPYRIGHT LAW. _ .,." BDK PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: ALL MULTIPLE POOL SYSTEMS ARE TO WRITTEN AUTHORIZATION. ;�� E i-_ ``;`; ; ; JJD �\� �fI' '` BE CROSS -CONNECTED ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;` SHEET NUMBER: D.A.K. ASSOCIATES LLC. G1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `` (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without � r, u.,.. - . , >�` CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. ;.:.,r NUMOF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc, SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © D -A -K ASSO(3AM uc (b) WITH STORAGE SIMPSON STRONG --TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION OF ROLL) SHEATHING NOTES: UPLIFT ALLOWABLE LOADS 1.2 LOAD ALL SHEATHING TO BE NAILED IN (IN A Row & PAPER ASSOCIATION (AF & FASTENERS CS16 LATERAL WITH MODEL GA 1 CLEAR SPAN +31'• UPLIFT UPLIFT (133/160) 8dx1}" CODE TO TO TO NO. DIMENSIONS AVGNAI LS REF. DN. AVG ULT. -FIR AR H PIN A wA A RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133Q 18 3&" 4J" 2 4-16d 4-16d TRUSS 1140 1160 1000 1150 1250 7, 40, 127 HUS210-2 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION 3J" 9j" 2 8-16d 8-16d 607611 55 2105 1650 1900 2065 1, 36, 84, 122 MODEL N0. GA H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND CODE REF. TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 HGA10KT PROPER INSTALLATION PROCEDURES 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) H6 16 435 435 1165 940 8-8d 8-8d 3983 DIMENSIONS FASTENERS (TOTAL) AVG LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE MNODEL GA LFTA2 LFTA REF. ULT, MAX. WIDTHSPAN CLEA L CITY DIA 14" 2" 24" 3" 3J" 14" 2" 21" 3" 31" 1205 1400 5, 44, 85 DOUG -FIR LARCH / SO. PINE LFTA 16 2J" 17" 381" 16-10d — 4200 FASTENERS 2 ALLOWABLE UPLIFT LOADS 3 AVG 10d 10d x i}" CODE MODEL L REF. N0.ULT. tOd 10d x 1}" (133 / 160) (133) (160) 1000 840 1000 3, 41, 128 1000 840 1000 3, 41, 128 775 720 720 3, 41 MTS16 18 14-10d 14-10d x 1}" 3116 MTS20 20 14-10d 14-10d x 1}" 3116 LST20 20 12-10d 12-10d x 1}" 2383 DOUG -FIR -LARCH TYPE OF DIRECTION SO. PINE ALLOWABLE LOA CODE S REF. MODEL CONNEC- OF LOAD (133/ FLOOR ROOF N0. TION (100) (125) 160 670 G 515 645 LTP4 5 6, 39, 97 J 515 64:5:1670 670 H 515 645 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""' (DF/SP) (133) HOLDOWN HOLDOWN AT HIGHEST DEFLECTION AT HIGHEST CODE REF. STUDEFLECTION LENGTH OF BOLT 2.3 OD MODEL ANCHOR MACDHINEAVG BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY GA a HB SB W H B SO CL DIA5• DESIGN WHEN QTY DIA 14" 2" 21" 3" 3}" 5}" GA LOAD RAISED OFF THE I PAT HD2A 16 12 44" 2}" 2J" 8" 24" 1" 14" i' 2 k' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS DF SP / NO.AVG DS W L STUD PLATE ULT. RE 74" (133) (160) SP4 34" -10d x 14"1— 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL NO. REF. GA yy L NAILS FLOOR (133) (160) 0) LSTA21 20 1 21__TF7DT 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL NO. REF. GA W L NAILS LOOK (133) (160) MSTA24 18 11" 11111 4 1 18-10d 1025 1370 1640 7740, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE 2 (100) (133 / 160) NO. (LENGTH END L GA CUT LENGTH (TOTAL) SPACING OC. REF. USE A MINIMUM OF TWO td NAILS THIS SIDE OF TRUSS. TOTAL FOUR / • a Rd NAILS INTO TRUSS USE A MINIMUM DF TWO id NAILS THIS / SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS SLATES • p• EIGHT • TWO td NAIL td NAII INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHTS Id NAII INTO STUD LFTA I FTA FI DETAII, "A" S7 pson Strong -Tie JII IFJ>,_JI I J VI VI I1- I IC Floor-to-Floor�.J Connections MTS16 MTS16 UnOA DETAIL licit Simpson Strong -Tie Floor -to -Floor Connections USE A MINIMUM OF --::,Z TWO lid NAILS THIS SIDE OF TRUSS. TOTAL FOUR , /• • 0 Id NAILS INTO TRUSS L STU I I-- SIMPSON TAKE—UP WASHER TWO/ / ARTJ`x12 Id NAIL •. / INTO PLATES • n Id NAI I I J I Id NAIL INTO STUD DETAIL "D" Simpson Strong -Tie ROD SYSTEM JUT WASHER MTC` on I TC`On SP LSTA arpN wn oar W -,is H6 DETAIL "F" DETAIL "G" Equal nu specif iec el PROVID SIDE 01 AND Ol Simpson Strong -Tie HGA10 e DETAIL "K" 1,1310 DETAIL "H" SIN Str DETAIL "I" DETAIL "ill - I STU g"— SIMPSON TAKE—UP WASHER ARTg"x12 DETAIL "L" N JP WASHER DLER NUT J 5„ 8 - IPSON <E—UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE EQUAL TO OR GREATER THAN OF ROLL) SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN (IN A Row & PAPER ASSOCIATION (AF & NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR. CS16 150' 14" 16 1 CLEAR SPAN +31'• 28-8d 1235 1650 24" 7, 40, 90 MODEL N0. GA DIMENSIONS 1ST AND 2ND FLOOR BOX BEAM FASTENERS DN. AVG ULT. -FIR AR H PIN A wA A CODE REF. W H B JOISTS HEADERS 10d I 16d UPLIFT FLOOR 100 SNOW 115 ROOF 125 (133) (160) 10d I 16d 1 10d I 16d 10d 16d LUS46 18 3&" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 HUS210-2 14 3J" 9j" 2 8-16d 8-16d 607611 55 2105 1650 1900 2065 1, 36, 84, 122 MODEL N0. GA FASTENERS UPLIFT AVG ULT. DOUG -FIR LARC UPLIFT INE ALLOWABLE LOADS, LATERAL (133/160) CODE REF. TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDS}"x1 J" 4-SDS}"x3" 1523 435 435 1165 940 USE A MINIMUM OF TWO td NAILS THIS SIDE OF TRUSS. TOTAL FOUR / • a Rd NAILS INTO TRUSS USE A MINIMUM DF TWO id NAILS THIS / SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS SLATES • p• EIGHT • TWO td NAIL td NAII INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHTS Id NAII INTO STUD LFTA I FTA FI DETAII, "A" S7 pson Strong -Tie JII IFJ>,_JI I J VI VI I1- I IC Floor-to-Floor�.J Connections MTS16 MTS16 UnOA DETAIL licit Simpson Strong -Tie Floor -to -Floor Connections USE A MINIMUM OF --::,Z TWO lid NAILS THIS SIDE OF TRUSS. TOTAL FOUR , /• • 0 Id NAILS INTO TRUSS L STU I I-- SIMPSON TAKE—UP WASHER TWO/ / ARTJ`x12 Id NAIL •. / INTO PLATES • n Id NAI I I J I Id NAIL INTO STUD DETAIL "D" Simpson Strong -Tie ROD SYSTEM JUT WASHER MTC` on I TC`On SP LSTA arpN wn oar W -,is H6 DETAIL "F" DETAIL "G" Equal nu specif iec el PROVID SIDE 01 AND Ol Simpson Strong -Tie HGA10 e DETAIL "K" 1,1310 DETAIL "H" SIN Str DETAIL "I" DETAIL "ill - I STU g"— SIMPSON TAKE—UP WASHER ARTg"x12 DETAIL "L" N JP WASHER DLER NUT J 5„ 8 - IPSON <E—UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE EQUAL TO OR GREATER THAN BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie, No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system. D - A - K ASSOCIATES, ac rwk*nlld JR commercial deign . wQin"dng e corralling 506 Man Strut phor>!: (631) 767 - 6071 Westhampton beach, New York 11978 fax: (631) 466 - 3354 E4kli : Clurr16866 W.com Deerko" Arm & KeN Aswdofw, LLC • fortMrly Eat End Design Assocfafes, LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK SIMPSON WINDLOAD CHARTS & CALCULATIONS STRONG -TIE DETAILS © D•A•L ASSOCL4 ffi, nc JULY 27, 2011 PROJECT NO: 922-2011 DRAWN BY: BDK CHECKED BY: JJD G2 A 30'1 16'-8" TJI110x9�" Floor Joists 16"oc. (Match Existing Floor Heights) I �4, I B 501 Waterview 3'-4' A 2' ---------------------- A 302 Compact Fill With a 4" Conc. Slab I I I w/6x6 WWM. " I Provide Flashing as per 4, "Beneath Finish Slob. 4" NY. State Code Between I Verify Finish Slab , I I L'r with Owner. I House and Concrete Slab. - - -• Simpson Post Anchor r-� r-� 101 N. I L—J L—J _ I I L---- '-------J B 501 101 10'-118" 19'-113, 7 01 NEW FOUNDATION PLAN SCALE:1/,P =1'-0" NEW CONSTRUCTION TO BE REMOVED NOTE: 16'-44" ALL ANCHOR BOLTS 5% Main skaft phone: (631) 767 - 6071 ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS FIRIE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: .Cl) FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME ' --- -----r, - " New Crawl Space %I Remove Provide a Provide a - — — — — — — — — — — — 5'-8' — — — — -1 I10 I 5' 0) O N Existing 32% 24" • O N y� C 36% 36" J a� rn J C 1 Provide a 1 �-C cn L Window Opening X N N O X Z5 N LL Opening O N .1 16"x 8" a� 922-2011 rn " a C •N � U •3 .� Pack rte" � Foundation 0— �,;� ,Y Al 03 M U O ki U U N O .O JAMES J DEERKOSKI O Vent a> L U) -6'-44 c0 c0 r I O N U O pi �©@ X N O ' Foyfr J X CLO Oil( FI= 'C 'Nd 7 Uo / New _ _ (2)1J"T9F" LV. Girder CO 3 .O LL r Nx Provide a I J I I L- J I I W N O N U Opening Provide a 8"x16" -0 -C • Furnace 0 Conc. Pier on a 1 1 24% 24"x 12" Conc. Ftg. 1 / H/W HTR. ° I in 3 2x10 Flush Ginde ,-E >;istO i ° I a I I I f�r L ----J Provide SWI.P.serV L- —J IT I I Hanger HGUS410 or Equal Provide a �iiii%.`; I I New (2)1 " c�9- LV . Girder I iiiiiiii%iii_ Bearing Point 54"x 36" - I - Opening 4 11 / E Provide a u, E O -� O 16"x 8° 1 Existing '� o _ ° Foundation � O O m New Vent Basement o o J l o o J `` Provide a Crawl o `3 - 36"x 36" 1 N � N .� Opening Space Fuel Tank X �. I ;- X U) Provi e 4" Buried Water Service Sleeve w W ai aai 0 VerifV Location ° oo Z a• in 00" cv 11 -11'- 4 i 1 tin -- ----------------I A 302 Compact Fill With a 4" Conc. Slab I I I w/6x6 WWM. " I Provide Flashing as per 4, "Beneath Finish Slob. 4" NY. State Code Between I Verify Finish Slab , I I L'r with Owner. I House and Concrete Slab. - - -• Simpson Post Anchor r-� r-� 101 N. I L—J L—J _ I I L---- '-------J B 501 101 10'-118" 19'-113, 7 01 NEW FOUNDATION PLAN SCALE:1/,P =1'-0" NEW CONSTRUCTION TO BE REMOVED NOTE: 16'-44" ALL ANCHOR BOLTS 5% Main skaft phone: (631) 767 - 6071 ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS FIRIE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: .Cl) FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM o EACH END OR SIDE OF HOUSE I NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS I I i I I I I I I I I _ I I ( I I I I I I I I 1 I I I I I I I I I A I I I 1 I I NOD 1 R U o 07) (.0- N OQ) N LO ON �V) �110 N A 302 0'-2 32" 16'-44' r:3"SM 3"SM 3"SM CXW15L* CXW15L* CXW15L* CXW15R* -3J"x94" LVL. Header j �D I C.0 I 1 16'-44" U 5% Main skaft phone: (631) 767 - 6071 0 y 0 3� 32' O U .Cl) --D U o � prepared without written consent. o �V) 0) O N z • O N y� C N J a� rn J C cn :� �-C cn L V) X N N O X Z5 N LL W O N .1 X N a� 922-2011 rn " a C •N � U •3 .� Pack rte" � o 3 0— �,;� ,Y Al 03 M U O 3 U U N O .O JAMES J DEERKOSKI O O a> L U) -6'-44 c0 c0 (0-0 O N U O pi �©@ X N O ' Foyfr J X CLO Oil( FI= 'C 'Nd 7 Uo / ci :3 LO CO 3 .O LL st Nx N C t0 N W N O N U • -C • A 302 0'-2 32" 16'-44' r:3"SM 3"SM 3"SM CXW15L* CXW15L* CXW15L* CXW15R* -3J"x94" LVL. Header j �D I C.0 I 1 -12'- 5 —K)J =1cv Installing HVAC Supply to Second Floor May Require 00 Furring out of wall U Rd= U U O U O O CO -O Co O O o m 'o Bedm m N Oak Filoor N •� �_ 'iv � G U 3 U 3 Co v -v C N N N N X O X rn W V) W in (2)1j"x9j" LVL. Header CXW15L* CXW15R* 3"SM 301 A 302 -4 Waterview 5'-48' '-52" -11$"01 4'-104" 52" FWG80611 FWG80611 -:ICU 51"x9j" LVL. Header 5J%9 LVL. Header 16'-44" Girder— 5% Main skaft phone: (631) 767 - 6071 0 y 0 3� 32' O U .Cl) --D U o � prepared without written consent. o �V) O N z • O N y� C N J U4 cn :� �-C cn .� O V) X N N O N W O N .1 a� 922-2011 a� " a C •N � Ig .� Pack rte" � I 0— �,;� ,Y Al 03 M U (D 3 r, cD N -0 JAMES J DEERKOSKI N a> L 3 -6'-44 W O (0-0 W m X N -12'- 5 —K)J =1cv Installing HVAC Supply to Second Floor May Require 00 Furring out of wall U Rd= U U O U O O CO -O Co O O o m 'o Bedm m N Oak Filoor N •� �_ 'iv � G U 3 U 3 Co v -v C N N N N X O X rn W V) W in (2)1j"x9j" LVL. Header CXW15L* CXW15R* 3"SM 301 A 302 -4 Waterview 5'-48' '-52" -11$"01 4'-104" 52" FWG80611 FWG80611 -:ICU 51"x9j" LVL. Header 5J%9 LVL. Header 0 O oo C406d 0 CO 2'-92 (1)5j"x9j" 3'-02" Girder— 5% Main skaft phone: (631) 767 - 6071 0 y 0 3� 32' O U o --D LLC. No part thereof shall be copied, disclosed o N prepared without written consent. - N �V) O N • O N y� C 0 J U4 V) wkh Cliir �-C GREENPORT, NEW YORK (D 3 X N N X N W N 0 O oo C406d 0 CO 2'-92 (1)5j"x9j" LVL. Girder— 5% Main skaft phone: (631) 767 - 6071 Woftmpton leach, Now York 11978 fCDC (631) 466-3354 U U O U o --D LLC. No part thereof shall be copied, disclosed o c0- prepared without written consent. - N (U �N M • O N y� Z1 rZ _ J U4 V) O �-C GREENPORT, NEW YORK L• U :L- 5 X -0 DAI E: N N PROJECT NO: a� 922-2011 X W " VA in X N ��_ _,'' . 1\1JJD / r% / Pack out Header 32" with J" Plywood - �,;� ,Y Al 03 -s _52, -AN 0 O oo C406d 0 CO 2'-92 (1)5j"x9j" LVL. Girder— 5% Main skaft phone: (631) 767 - 6071 Woftmpton leach, Now York 11978 fCDC (631) 466-3354 U Dswtoft Arm i KeN Anodda, LLC • En EW d DedW Amockda, LLC WN RSHI do USE OFDOCUMENTS: U O therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed o c0- prepared without written consent. - N WORK NOTES: M y� Z1 rZ O RENOVATION TO THE YANTSOS O O GREENPORT, NEW YORK DRAWING TITLE: NEW FOUNDATION PLAN NO NEW FIRST FLOOR PLAN ET: ISSUED FOR: DATE: AL: DAI E: 0 JULY 27, 2011 PROJECT NO: 922-2011 C VA Or X N ��_ _,'' . 1\1JJD / r% / HEET NUM C �,;� ,Y Al 03 -s DOB NUMBrr JAMES J DEERKOSKI U 3 -6'-44 -AN 10.0 (0-0 X N Foyfr X Oil( FI= • / �• i L— / Ion.. KU -KU In 0 NEW FIRST FLOOR PLAN- SCALE: NEW CONSTRUCTION TO BE REMOVED © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization fl Ih SfflkC t D f mil"HU111 RN D e A • K ASSOCIATES Lw •Ip reddenfid & commercial den • enpirnerinp • cormAnp 5% Main skaft phone: (631) 767 - 6071 Woftmpton leach, Now York 11978 fCDC (631) 466-3354 E -Mai: CA mINN@cdcom Dswtoft Arm i KeN Anodda, LLC • En EW d DedW Amockda, LLC WN RSHI do USE OFDOCUMENTS: These drawings and specifications including the c therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: 2, y� Z1 rZ PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYS H O RE ROAD GREENPORT, NEW YORK DRAWING TITLE: NEW FOUNDATION PLAN & NEW FIRST FLOOR PLAN ET: ISSUED FOR: DATE: AL: DAI E: JULY 27, 2011 PROJECT NO: 922-2011 DRAWN BY: BDK `� CHECKED BY: ��_ _,'' . 1\1JJD / r% / HEET NUM '10" �,;� ,Y Al 03 DOB NUMBrr JAMES J DEERKOSKI 10.0 / • • 0 / a • • • %viii �iiii%.`; • ; iiiiiiii%iii_ iii. 4 11 / • / �• i L— / Ion.. KU -KU In 0 NEW FIRST FLOOR PLAN- SCALE: NEW CONSTRUCTION TO BE REMOVED © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization fl Ih SfflkC t D f mil"HU111 RN D e A • K ASSOCIATES Lw •Ip reddenfid & commercial den • enpirnerinp • cormAnp 5% Main skaft phone: (631) 767 - 6071 Woftmpton leach, Now York 11978 fCDC (631) 466-3354 E -Mai: CA mINN@cdcom Dswtoft Arm i KeN Anodda, LLC • En EW d DedW Amockda, LLC WN RSHI do USE OFDOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: 2, y� Z1 rZ PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYS H O RE ROAD GREENPORT, NEW YORK DRAWING TITLE: NEW FOUNDATION PLAN & NEW FIRST FLOOR PLAN ET: ISSUED FOR: DATE: AL: DAI E: JULY 27, 2011 PROJECT NO: 922-2011 DRAWN BY: BDK `� CHECKED BY: ��_ _,'' . 1\1JJD / r% / HEET NUM /t J�',1r �,;� ,Y Al 03 DOB NUMBrr JAMES J DEERKOSKI 0 oca governing agencies, suc as u o oun y ept. o Health Services, Town Building ®D•A•1C A310== nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies rior to construction. New CX13 D • A • K ASSOCIATES Lw r«id.nna a commercial design * vQ1nooring . conxAno 506 Main Street phone: (631) 767 - 6071 Westhampton beach, New York 11978 faiC (631 ) 466- 3354 E -Mad: CAmtM@aol.com A Waterview B A Waterview B ��,�`�",,�la,.�,L,.c. �� .LLC WNERSHIP dt US OF DOCUMENTS: 302 301 302 301 These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Existin z X Bedroom U 30"x30' Skylight Existing Attic AStorage Area 14'-54" A 302 RE New CX13 Existin Sittino � Area E,011 ' C135R* (2)1J„x9j" LVL. Header 5'-08' -11 ,Match Existin rt< New New I Attic W Storaw I Area 41 T x w S U 41 d c; Existing Attic Storage Area 7'-114 NEW SECOND FLOOR PLAN SCALE: 1/4' =1'-0' �llZM NEW CONSTRUCTION f _ TO BE REMOVED NOTE: PROJECT NO: ALL ANCHOR BOLTS 922-2011 ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: `Cs FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS EACH END OR SIDE OF HOUSE LOW O I Lnioo CDI NEW ROOF PLAN TO BE REMOVED SCALE: 1 /4' =1'-0' © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK NEW SECOND FLOOR PLAN NEW ROOF PLAN JULY 27, 2011 Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building V D•A•[ A310(U'118S, ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aaencies Drior to construction. PROJECT NO: 922-2011 DRAWN BY: nF Nf Ir✓ BDK `Cs CHECKED BY: JJD z Rat r„ H NUMBER: A104 4, / ��1 t�r'•r^, NI1 IAA Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building V D•A•[ A310(U'118S, ne Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aaencies Drior to construction. FRONT ELEVATION (ROAD SIDE ELEVATION) SCALE: 1/4"= 1'-0" REAR ELEVATION (WATER SIDE ELEVATION) SCALE: 1/4w =1'-0" RIGHT ELEVATION SCALE: 1/4" =1'-0" LEFT ELEVATION SCALE: 1/4" =1'-0" © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. D -A - K ASSOCIATES ac reddenM i commercial design . engineering . con"ng 506 Main Strut phone: (631) 767 - 6071 Westhampton Desch, New York 11978 tax (631 ) 466-3354 E -Mail: CNm aWoo1 conn Do rkoft Arte i KeN Associates, LLC • formerty East End Design Asociatet, LLC WNER HI dt US DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK DRAWING TITLE: ELEVATIONS SET: ISSUED FOR: DATE: SEAL: ATE: JULY 27, 2011 PROJECT NO: 922-2011 — - DRAWN BY: %i BDK ` ' \� CHECKED BY: SiiP` r'c,5``� JJD SHEET NUMBE . A201 DOB NUM JAMES J DEERKOSKI PE © D•A•[ 00(IAM ac Ridge GAF Arc 30 LB I (provide I" CDX 2"x 6" 2x a Ri 30"x 30 skylight, owner p 24 Kne 1 x6 Fas 9" Vent (2)2x6 1 x6 Frie Hardie 30,1 Fel 2x4-16 1/2' G. r CDX (klatch R-15 1 or 3Y" Spray I 2x4 Si 2X6 SI 9J" Pe 2X6 AI Termib rx 18' Grade Damp E" Con 16"x1 Bottom 3'-0" B, CROSS SECTION �A-- SCALE: 1/2"= r -o- ��02 ig Rafters Prior to )n. )f Shingles d at all valleys, hips, starter and ridge locations) thing oc. Existing) REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 001.14e w 10__ a_ r.:_i:__ ,)lsts V 2'-0"oc. W/ 4"x 14" Screws Coarse Thread Existing 2x6 Floor Joists - 16"oc. SUGGESTED CAPACITIES FOR SCREW CONNECTIONS (LBS.) Ga. Fy No. 8-18 No. 10-16 No. 12-24 No. 1/4-14 Shear Tension Shear Tension Shear Tension Shear Tension 10 33 333 260 405 301 627 342 813 396 10 50 333 375 405 435 627 494 813 572 12 33 333 213 405 246 627 280 813 324 12 50 333 307 405 356 627 405 813 468 14 33 333 149 405 173 557 196 600 227 14 50 333 215 405 249 627 284 813 328 16 33 333 118 370 137 393 156 424 180 16 50 333 171 405 198 569 225 613 261 18 33 244 94 263 109 280 124 302 144 20 33 164 72 177 84 188 95 203 110 Notes: 1. Values are based on the North American Specification for the Design of Cold—Formed Steel Structural Members, 2007 edition. 2. Minimum screw spacing shall be 3 times the screw diameter, minimum edge distance shall be 1.5 times the screw diameter. 3. Ultimate screw shear values should meet or exceed 750#, 1000#, 1215#, 1880#, and 2440# for #6, #8, #10, #12 and 1/4 )) screws, respectively 4. Ultimate screw shear values are based on the 2008 Hilti Product Technical Guide and Buildex 2008 Technical Guide. 5. When connecting materials of two different thicknesses, the value for the thinner material should be used. 6. Minimum head diameter for 1/4 )) screw is 3/8" and the D • A • K ASSOCIATES ac residenfid & commercial dedgn . wQlnoednp • constAng 506 Main Shot phone: (631 ) 161- 6011 Wiftniplon leach, New York 11415 tax (6311466 - 3354 E -Md: CArrrtl61DOW.com D"VkOM. Arm & "N Aucciahc. LLC • formeM Ead End Dedan Anodefst. LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYSHORE ROAD GREENPORT, NEW YORK CROSS SECTIONS A&B minimum head diameter for the remaining screws is 5/16SEAL: " _= DATE:=�. JULY 27, 2011 CSF NEIN PROJECT NO: 922-2011 cr DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. \ , + , <7 CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '' y `� JJD UNDER FEDERAL COPYRIGHT LAW. f y wEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A302 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 1DOB NUM Acceptance of these drawings does not authorize the right to build without the authorization 'JAMES J DEERKOSKL P of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building mmmr •A•[ ASSOCIATES, w Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 3 C I J5R* `NA -IFF." REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS CROSS SECTION rA-�, „ = 1, �O3 SCALE: 1 /2 1-0 GC COPYRIGHT 2013 D.A.K ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aaencies orior to construction. ,,� D -A - K ASSOCIATES. ur. rwid-Mid i comm-rcbl d-tign • onyirmWng • corwlNng 506 Man Sheet phone: (631) 767 - 6071 Westhampton beach, New York 11978 fac (631) 466 - 3354 EW: c mib888owxom Dowkoft Arm & KoN Anodaht, LLC • foffrowly EW End Dosign Awodc4w, LLC OWN RSHI do USE OF DOCUMENTS-: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: RENOVATION TO THE YANTSOS RESIDENCE 3455 BAYS H O RE ROAD GREENPORT, NEW YORK DRAWING TITLE: CROSS SECTIONS A&B SET: ISSUED FOR: DATE: SEAL: DATE: JULY 27, 2011 PROJECT NO: 922-2011 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: A303 l V � '- ---NUM DOB JAMES J DEERKOS PE ® V-A-[ AJJ(M1121, u