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Home My WebLink About38371-Z ,f Town of Southold Annex 4/30/2014 P.O.Box 1179 e 54375 Main Road �+ #r Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36882 Date: 4/30/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 510 Bayberry Ln, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-14-36.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/12/2013 pursuant to which Building Permit No. 38371 dated 10/1/2013 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, rear deck and outdoor shower, to an existing one family dwelling as applied for per ZBA#6653, dated 6/20/13. The certificate is issued to Skelskie,Arthur&Molofsky,Nan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38371 4/8/14 PLUMBERS CERTIFICATION DATED 4/14/14 Mesta P mbing&Heatin Authoriz a re ' TOWN OF SOUTHOLD � w BUILDING DEPARTMENT TOWN CLERK'S OFFICE • ' 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#: 38371 Date: 10/1/2013 Permission is hereby granted to: Skelskie, Arthur& Molofsky, Nan 65 N Moore St New York, NY 10013 To: Additions and alterations to an existing single family dwelling as applied for per NYS DEC, Trustees and ZBA approvals. At premises located at: 510 Bayberry Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-36.8 Pursuant to application dated 9/12/2013 and approved by the Building Inspector. To expire on 4/2/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,317.20 CO -ADDITION TO DWELLING $50.00 Total: $1,367.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a 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 I. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 5t Q &Ydca/Q, ev CU 7?_- House No. �—f-Street Hamlet Owner or Owners of Property: y/L Suffolk County Tax Map No 1000, Section Block 14- Lot .?j Subdivision 2 Filed Map. Lot: Permit No. J� 3 I Date of Permit. Td %— / .3 Applicant: Health Dept. Approval: Underwriters Approval: i Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ �// (check one) Fee Submitted: $ Applicai gnature pF SO�ryol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Q Southold,NY 11971-0959 roper.richert(c�town.southold.ny.us �` i0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Skelskie---Molofsky Address: 510 Bayberry Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 38371 Section: 1 1 1 Block: 14 Lot: 36.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric Inc License No: 3913-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 X INVENTORY Service 1 ph 200a Heat Duplec Recpt 69 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 6 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 87 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches R73 Twist Lock Exit Fixtures TVSS Other Equipment: 6-paddle fans, 4-exhaust fans, ARC fault circuit breakers Notes: Inspector Signature: Date: April 8 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. Owner: �,.,r S �S►c,'c_ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) Sworn to before me this day of 311 20� Notary Public, County JOHN A. MAKI Notary Public, State of New York No.01 MA6164838 Quallfled In Suffolk County COMMISSlon Expires 04-30-2015 Of SOUl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] PUNDATION 2 � �. [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & C [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �. E DATE ld/3/3 INSPECTOR �� 3� � ��OF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH 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 r pf SOUIyo`o T B TOWN OF SOU HOLD BUILDING G DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 11 C DATE Z ' INSPECTOR J rg SOpl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: - 64--i� DATE ! ,)' L-3- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR -'` '` F3 rg So TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: \J DATE INSPECTOR OF SO(/ly�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Feu 6— C — r DATE INSPECTOR s- ' / Of SOUjy� -38� � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING f , REMARK" Y ke- r It L3 •✓ 1 DATE INSPECTOR- I pF SO(/ryo� II �7/7?_ TOWN OF SOUTHOLD BUILDING DEPT. I 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING I [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL i [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: L-)r_lw : DATE INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: October 23, 2013 To: Town of Southold Building Dept Re: First and Second Foundation Inspections Skelskie 510 Bayberry La. Cutchogue,NY 11935 Permit#38371 To Whom It May Concern: This letter certify that the installatioq of the foundation and the waterproofing at the above mentioned Project was inst le s per plan and meets all state and local codes. Any questions feel free to call. ncerely, �oF NE DEEZ�O'A� Jame J Deerkoski P.E. y �s--tom �►-d ? cJ�O p,L° 07 5 SSA P JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 24, 2014 To: Town of Southold Building Dept Re: Drywells 510 Bayberry Rd. Cutchogue,NY 11935 Permit# 38371 To Whom It May Concern: This letter certifies that all the drywells at the above mentioned project were installed as per plan and constructed to meet or surpass the requirements for storm water runoff (Chapter 236). Any questions feel free to call. �pF NE D EER�o itr �s Si erely, r W ''.. W `f'FQ �'o X25°V James\J Deerkoski P.E. R�FESS\O J 1 Y 1 �i 1 ✓ ' �� MIN INOU"TION PER STATZ :�{ Icy' • Y /.iM11 ImL _Awp — 1.'� JJ�,h,� OD • • m 1 I 1�.� 'L.i �. ire �� • •.. � 1► � o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD''ING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health _ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit ,Examined 20 Single& Separate Storm-Water Assessment Fonn Contact: Approved_ -.20 Mail to: W Q 2 isapproved a/c p�✓ --- Phone: 71 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT MAR 14 2013 Date ©3 5" !3 20 �T. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. 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 buildingperinit shall expire if the work authorized has not commenced within 12 months after the date of issuanee.or has not-been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Siunature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, e lgineer, general contractor, electrician, plumber or builder Name of owner of premises 2 /V �0 L O S ic (As on the tax roll dr latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: s � o House Number Street Hamlet County Tax Map No. 1000 Section f Block f' Lot ,3�� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S f/1J C 6k: P-4 M 6 G V 1? C�C b. Intended use and occupancy SA A 3. Nature of work (check which applicable): New Building Addition_ Alteration_ Repair Removal Demolition Other Work ttee,q,iR aT: Cyelc,t, RC• G A"C_ r, (Description) 4. Estimated Cost Fee 4C,E D K i ve w,y (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. .,50j- J-0)�c0Cq 7. Dimensions of existing structures, if any: root Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P— ¢ D 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO sr��.s�� GS �u. Nts+orzE sT Ael-44 14. Names of Owner of premises M O t�o l=S icy Address N y/A y /001.7 Phone No. 9)7 6 d f 7163 Name of Architect SG f jjd.✓4 te-r z- Address No ?3 h, Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES I 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__K_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF570(r-fX, le " " being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the C NC No n!&,16185050 (Contractor, Age t, Corp rate Officer, etc.) Ouaiihed if)Suffolk County Commission Expires April 14,2�(0 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 tl is 4\ day of 20 j 3 Notary Public Sig ure cant of s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. i� 1 I Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 1 20 Storm-Water Assessment Form I t 3 Contact: ///�� Approved 20 Mail to:/�I4jQK fct,�� Disapproved a/c Phone; Expiration 20�� Bui ding Ifispec J PPLICATION FOR BUILDING PERMIT SEP 12 2013 Date 0 , 20 E r. DEPT. INSTRUCTIONS .TOm D ca ion UST 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 issuahce or has not.b�en completed within 18 months from such date. If no zoning anwndments or other regulations affecting the property have.been enacted in the interim,the Btiilditfg Inspector may.authorize., in writing;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent architec engineer, general contractor, electrician, plumber or builder Name of owner of premises .1K r f&jQ 4 N11, ) i—a Fta (As on the tax roll or lat st deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat* of land on hich proposed work wil e done: 5 D C41 7r, G House Number Street / 1 /Hamlet County Tax Map No. 1000 Section f 6 Block t `i"' Lot 34; . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,sW I9 L C, Meg/L S/ d?.e� u b. Intended use and occupancy_ S/ /.r 3. Nature of work(check which applicable):New Building Addition >< Alteration Repair Removal Demolition Other Work (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, commerc 1 or mixed occupancy, spec y nature and extent of each type of use. >SEE ec � 7. Dimensions of existing structures, if any; Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions'. Front Rear Depth Height Number of Stories ,. 8. Dimensions of entire new construction: Front Rear Depth Height i'� Number of Stories 9. Size of lot: Front Re� '/JC y Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /?— 4—o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V--'NO 13. Will lot be re-graded? YES NO-KWill excess fill be removed from premises? YES-NO Ale ry'�12 r4ec s k tE G S N. /mvv e.e' tfi, 4;wr 14. Names of Owner of premises AA1 Al M O!i!JFr/g ress /V!Y. _Phone No. 9<7 G of 71&-L Name of Architect -CC jj w A rZ z Address / / 00/ Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_V-"'NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS N Y BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V 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: COUNTY OF 4�4gc C Ge - being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract)abof e named, (S)He is the C (Contractor,Agent, orporate fficer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 43- L � . Notary Public CONNIE D.BUNCH Signatur f Applicant Notary Public„ State of Now York No.01 BU6185050 /+ Oijalified in Suffolk Cr:*Inty ) Comrn,sslon Expires Ap t: 14,2 v!!e f BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8164 DATE: MAY 15,2013 ISSUED TO: ARTHUR SKELSKIE&NAN MOLOFSKY PROPERTY ADDRESS: 510 BAYBERRY ROAD,CUTCHOGUE SCTM# 111-14-36. AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Ma Y 15,2013,and in consideration of application fee in the sum of$250.00 paid by En-Consultants or authorized waiver of Town Board and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish upper story of existing 1.5-story dwelling and construct a new second floor and roof to create a finished 1 &2-story dwelling with a 10106'one-story addition In place of existing 6'x16'covered breezeway;a+/-2'x13'easterly addition with new crawl space below,a+/- 7'x10'easterly porch with steps,a+/-8'x9.5'westerly porch with steps,and an outdoor shower on west side of house; maintain existing 10106'deck attached to west side of house and construct enclosed storage area on slab below;remove and replace roof and cupola over attached garage;expand existing masonry patio on south side of house; remove existing sanitary system and install new sanitary system more than 100 feet from wetlands;install drainage system of drywells to collect roof runoff, repair existing concrete retaining wall along driveway;remove existing fish pond and brick patio; remove existing+1-3,100 sq.ft.impervious asphalt driveway and install new pervious stone driveway;and establish an approximately 34,000 sq.ft.(approximately 45%of upland area)non-turf buffer;and as depicted on the survey prepared by Nathan Taft Corwin III,Land Surveyor,last dated April 2,2013 and stamped 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. �y,�, �, � QF sv(/r Town Hall Annex John M.Bredemeyer III,President k /y� Michael J.Domino,Vice-President '`� l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Telephone(631) 765-1892 Charles J.Sanders,Trustee OIyC�U Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0973C Date: April 30, 2014 THIS CERTIFIES that the demolition of the upper story of existing dwelling:construction of new second floor and roof, 10'x16'one-story addition•±2'x13' easterly addition with new crawl spaceXx10' easterly porch with steps;±8'x9.5'westerly porch with steps-,outdoor shower•existing 10'x36' deck on west side of house• storage area on a slab•removal and replacement of roof and cupola over attached garage•expansion of existing patio on south side of house:removal of existing sanitary system and installation of new sanitary system;installation of daHells•repairs to existing concrete retaining wall along driveway,removal of existing fish pond and brick patio: removal of existing impervious asphalt driveway and installation of new pervious driveway,±34,000 sa.ft.(Wrox. 45%of upland area)non-turf buffer At 510 Bayberry Road, Cutchog�ue,New York Suffolk County Tax Map# 111-14-36.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 19, 2013 pursuant to which Trustees Wetland Permit#8164 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 demolition of the upper story of existing dwelling;construction of new second floor and roof, 10'x16'one- story addition•±2'x13'easterly addition with new crawlspace•7'x10' easterly porch with steps;±8'x9.5' westerly porch with stems•outdoor shower;existing 10'x36' deck on west side of house• storage area on a slab:removal and replacement of roof and cupola over attached garage_expansion of existing patio on south side of house;removal of existing sanitary system and installation of new sanitary system. installation of drvwells•repairs to existing concrete retaining wall along driveway,removal of existing fish pond and brick patio;removal of existing impervious asphalt driveway and installation of new pervious driveway:04.000 sq.ft (approx..45%of upland area)non-turf buffer. The certificate is issued to ARTHUR SKELSKIE&NAN MOLOFSKY owners of the aforesaid property. Authorized Signature Am oboe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-00481 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ARTHUR SKELSKIE SKELSKIE PROPERTY 65 N MOORE ST APT 4B 510 BAYBERRY RDI5CTM 1000-111-14-36.8 NEW YORK,NY 10013 CUTCHOGUE,NY 11935 (212) 553-4691 NAN MOLOFSKY 65 N MOORE ST APT 4B NEW YORK,NY 10013 (212)553-4691 Facility Application Contact: ENCONSULTANTS 13 SEA RD SOUTHAMPTON,NY 11968 (63.l)283-6360-,-..- Facilio Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 715 4541.8 Latitude: 40 159'56.6" longitude: 72°26'37.4" Authorized Activity: Remove existing cesspool in accordance with the requirements of the Suffolk,' County Department of Health Services. ARNO-DEP The portion of the referenced.property:located,landward.of the ten foot(MSL) elevation contour, as shown on the survey prepared by Nathan Taft Corwin III last.revised May 28, 2013,js beyond the jurisdiction of Article 25(Tidal Wet!ands). Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-00481/00007 New Permit Effective Date: 6/26/2013 Expiration Date: 6/26/2018 Page 1 of 6 NEW YORK STATE DEPARTMENT OF FNVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-00481 NYSD1,C Approval By acceptance of this permit-. the permittee 44grees that the permit is contingent upon strict compliance with the RCL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:GEORGE W HAN4MA.:t'I*H,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 RI'ER> SUNY @ STONY BR00](150 CIRCLE RD STONY BROOK..NY JJ1 790-3409 Authorized Signature: _..�.__�. Date A5 Dfti:r,!nutiori List EN-CONSULTANTS Habitat l W SHERRI 1,AIC 4ER NATURAL RESOURCE PERMIT CON DIV()?%S GENERAL CONDITIONS,APPLY TO:ELI..A(JTHORIZED PERMITS NOTIFICATION OF OTHER PERMI'1 LZ-11L �,L NATURAL RESOURCE PE111NilI T CONDITIONS- Apply to the Following I'"mits: IVDAL WETLANDS 1. Notice of Commea Bement A%1.°. i 48 )oms price*o commencement of the project,the permittee and contractor shall sign and return the top pot Lion of the enclosed notification form certifying that they are fully aware of ands:understand all terry.,• a E. vfthis permit. Within 30 days ofcom;Aetion of project,the bottom portion of the form must also be signed and retrnaed,along with phouWaphs of the completed w-)rk. 2. Conformance With Plans All activities nr ..0rized by this permit must be in strict conformance with the approved plans submitted by the appl lea;it or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan i t r..,� Corwin ill last revised May 28,2013 and stamped "NYSDEC Approved" on June 26,201 3. Post Permit Sign The permit sign enclosed .:!ch this pwmit shall be posted in a conspicuous location on the %orksit,-ai,6 3axt.#uate.ly p,;;tzct .c; r ojn t1w weat:ier. Page 2of6 r NEW YORK STATE DEPARTMENT O t?r,-'VIR(.'faf�"i.INTA,l,C'.'ONSERVATION Facility DEC 1D 1-4738-00481 4. No Construction Debris hi Wettan,� or i>,u a .cc rkt Area 'Any debris or excess material from construction of this project sha.3l 'be -r,krov:d from the adjacent area(upland)and removed to an approved uplf:.nd area for di:.-posal. 1•1.- :le? ;, ixflm tted in wetlands and/or protected buffer areas. 5. No Diaturbauce to Ve;letatec! ida `'t e111a,i:>:- I IiZ.,e shall be no disturbance to vegetated tidal wetlands or protected uuifer areas as a result,)[-d le permitt .d activities. 6. Straw Bales or Other at Tidal Wetl"r d /,: w of staked straw bales or approvable erosion control devices shall be vlaced as per me Pv plan, prior•to commencement of any regulated activities and reniain in place aricx in goOu, fun,,it.,rli,l condition until the project is completed and all disturbed areas are stabilized wita %,eg.oi.t:iuri. 7, install, ibiainrain .l xot;:o,n Controis erosion control measures, i.e., straw bales,silt fencing, etc., are to be placed on the do n'ris.la!')r ti:i , os any disturbed area. This sediment barrier is to !' be put in place before any diswrbance of the ground- occurs and is to be maintained in good and functional condition until thick v,.gf e rc.t s`abl'sh�d. 8. 'Storage of Equipment, M NPri€i.R:c ,,)i'ti.cnstructiori,;Q.uipment and materials shall be confined within the project won( ar:,u a iwur i.i, «tell areas greater than 75 linear feet from the tidal wetland be iindar!,. 9. Clean /;ill Only All fill shall consisi of ci:,jr� ,tirci, gravel,or soil (not asphalt, slag,flyash,broken concrete o.'aemolition deb!--s,,. 10. Seeding Disturber)Areas All v:-e,,!� o : :;�-.i:'l;a:,r;e resulting from the approved project shall be stabilized >,vita ai.prur):.iate vt°:k!:1.;�:) ,, f,, _ , :;.c,;rteatel,r -'o lowing project completion or prior to permit expiration, wl'defiever comes f; ti ,- project.ite re;rnaws inactive for mole than 48 hours or pla>iting is imoreetic;al 6.it to ,?,- ;c:r-yo::, 'ti: ill, a sha11 b-, stabilized with straw or hay mulch or jute matting anti! weather °:o;ci`ior-is -'w,;;i 11, Skate Not L. able j'or F; shall in no case be liable for any damage or injury to tree stru.ture or Fork herein aurliori:,:.0 :-iic h may be caused by or result from future operations un&rtakeu b,,,the Shat'fns'is.° t:')''1�'.YV;i i'W! ` ;1't!,i' :»rr;t::.::Of etavig .ion,oT for other purposes,and no claim or right to ::Omvensatio";. shat; iSi'. ."etc. itt;rtt domay;e:. 12. State ty4ay Grdrr Rellio vcsl If future operations by the State of New York regtzir an..;Iter�t'on ir: the �x :,i.:t,:'t :•i ;;�.,,. ; .: . , r .4'n: : herein authorized, or if, in the opinion of the Departmert of E-viror;me tai c ons+, 1;. ; causes unreasonable obstruction to the free navigation of said waters m food flows c: cr welfare of the people of the State,or cause loss o':'d.es:ru�tic_n of")e 0i . , Ul- .wric r may lye ordered by the Department to rerrtU�':' Ot'2;It(;r t•te s'cr-.tc:> rF1 '' :, otr;. 'i.,utiuii,. ; t' fti?;!il'G;? ;aUsed thereby without eXpamse to the State, and if, upon the e:xpiration of ::,VC)L'i;,iori ui tl1:: .'1'tiv, lu: .,truc;ure, fill,excavation,or other modific'ati,in of:•re vmterc,?ui s.: ic, :•,e c)mpleted,the owners, shall,without expen to the 8,ate, ;;lid fc. qw-;; ;s "IrlCl manner as the Department of Environmental Conservation rrav rt:�� )?�;... �'�i l�>>, iii ;)r,,uiy portion of thv unr.,oinpleted structure or fill and reitort, to hs (bitty cUil�. ;,:,n fl .,;'fit' . :i r.t',c)i c-.aparity of the watercourse. No claim shall be marle against 'he State {if'ani svt-.b rmioval or altFration. Page 3 of 6 NEW'VORKs'rA'FE Facifit.,DEC 10 1.4738-0{!483 -- mNSIAPTRON 13. State I'vlay k1equiveSiIe fl'.ce-,'x.riratio.-a or revocation of this permit,the project hereby at,rhorized has 0- Z ,I-ant--hall, without expense to the State,and nas rot -::,I i�I V 5 to such extent an in such-d.-oc and q.- t.-i i rni !it 0: Environmenral Conservation may lawfully require, �-eTrl)-�,le iii'l or ai t�' norf: —ce-noif Ii,--d s-ruciuire or fill and restore the site to its former cordi").0r) NO 5I'la'.11 rj ie (A'New YorK on account of any such removal or altenAon. 14. A;I !)messary precautions shall be taken to preclu-le coi-.itarti, C!"111Y k.:i--,,;Ict t(I r o. L." slt;')I`nded solids, sediments,fuels. solvents, lubricants, eooxN cootaigs, Pfl ls. c(,._;,,, c: n, otheo en vironmeri•ally deleterious materials associated with t-te pr,.Aect, qAy to ALL Authorized Permits: GENER (' AL :O NDi. by J";[..6; subje(,-,-.to-rtspec'1011 . t' oyizc.i representative ol'the Department of En-vironn3catE.! acct,,i'nuie'v,,hdher the permittee is complying with this permi•,and t;.e ECL. ii)'uch U*J(.WOJ"?C suspended pursuant to ECL 71-0301 and SAPA 4)1 The p:..[- Iment"s teprcserj:ative during an inspection h P�.. ML-f-'tt sh' 't.."I a,!- to tye A copy of his prmnit, t.1',t kv n is r special conditions, must be available for inspectior b the !itr,os Pitw. Failure to produce a copy of the permit upon -cur t by il,.� vioh'tioa of this p-rmit. 2. Relationship of v:13 i,(: Unless expressly provided ff by i ie not modify, supe.-sede or rescird any order or G'v.rm i 0.: !JI of theleri(!s. coriditious or requirements conlainec') C L r,J..0. 3. he pe-'Laittee must'submit a SePu-IBIC W"i"Ufl z43iJL,:FItAOIQ W t U incdi.'Icat'l;;.i or transfer of this permi:. St ap;AinEtion rlas At. pt,-Icrrjent!A iqformation the Department requires. Any o-..- �.1'�t - , L't 1 In Wt itMg. Submission of application. tbr p r,v: to 'in submitted to- SJM)" ST(Y! STOW;' BF'.0(''v fi 4. Sv:I).tnii,;If)JI application at least 30 days b -,-'b P cr.1 1: ca t 1 11 Ul"t, ;AIZE'Uulls,. lidal Victlands. Pa 3c:4 of 6 NEW"YORKSTA'.1 E JD1rJ-AVTA10 ''PAlf'ONSIERVATION Facility DEC 10 1,17 c-130,' S. Permit ModVicalions, ti Ons 1.)y tha,Departmeni The Department reserv,,.,sth-' right to exerc.,.,e .,11 , scspf,nd, or re-vcke this pennit. The 1. ilia'exiali., 01 Inal.x 0(.. OC:n it L ap,o];Lai=or supporting papers; onditicns. of the permit; b. faill.-ire by the k,l I*: k's O't o c. F_';F_';I ;n pez;Pit applicatirn* I nevAy di;rxiv ll-t ed i li , 11.1, ."haVae M.v-ivironiliental conditions,relevant 0 A -.he existirig,permit; c. nor(,,7 mr.i i anc f. mn i ) t i fil'ons. orders of the commissioner,any provisior.-,of"Ibe E.-vi.-I Cr re,t,uktio-ns of the Department related to the 6. -d al' y yrokibit- by statute,regulation or anol ricr pe n1A C:.'rie,;c '13. 1*"r)U.I,i so%-nnittekl prior to actual transfer of owrl-Irsh ip IT _f, �Tll 7.17E C"BUD CYATIONS ---------- Iteva The petrni,,. t: agwes X) hjdezno!' y a,.�dhoid harmless the Departinem OrlEriviroritneiaal of-',Jew York its representatives, employees, and aFents ics, extentaa-.-jbu-,;ab1e to the pen-nil-tee's ac-ci, c,c )i r.i.,,s i. TI- i i connection nnecti with, orot".;3-atio!i'a-4 1 yllel.,:,, 11t1..f'(- i.-s a-,-tho-62�(,d by tl!v permit whether in compl'anc,, or no in —)rnp1`,P,,i- 'This indemnification does "s own negligent or inte.)lt)on!! and arising under Artich- IT ,-)Nh under ot -;,".avr 1cF ;-,-r any -iti-zen suit or civil rights provision erriplo--xes, agents an d assigns of their ri�spo si bi!';.!: -.c- owd,; Aitien . %vb.i)e acting as the -w: sb 1; be subject to the same perr-Ak-tee A: 3W 1�1 io av ('C"'Pe. -a-oi asnirise prozso-cibed.for lie permittee. Item C: '-'ermits The rY.,ri-r;1t(-e it;. apl. rovals, iands easements and rights-of- way that T." by jth;,)W�d 5 of k; �RVATIONI Iteju.. D: Nc. RIE,15 it to Orvpui., iw V. fs V "i"A Rig lits This pemv� does noil. %:Pas tonon tht; !ao.ds or interfere with the rk; or -�oes.ft `iorize the impairment of riparkai riEr4;W'3 0 aut any ri�,,hts, Jtle, ix N., r i c s irt a Jel"J-1 Dot a ply to the per{an. Page 6 of 6 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 26, 2013 TO: Mark Schwartz (Skelskie/Molofsky) PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated March 14, 2013 For permit for additions and alterations to an existing single family dwelling at Location of property: 510 Bayberry Road, Cutcho uY County Tax Map No. 1000 - Section 111 Block 14 Lot 36.8 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this single family dwelling on a conforming 104,910 square foot parcel in R-40 District is not permitted pursuant to Article IV Section 280-18 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum rear yard setback of 50 feet The proposed addition/alteration notes a rear yard setback of 44 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 B which states; "All buildings or structures located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." Following the proppsed construction the dwelling will have a 44 foot setback from the existing bulkhead. Tnatue'----- QAuthoriz Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 26, 2013 AMENDED: April 3, 2013 TO: Mark Schwartz (Skelskie/Molofsky) PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated March 14, 2013 For permit for additions and alterations to an existing single family dwelling at Location of property: 510 Bayberry Road, Cutchogue, NY County Tax Map No. 1000 - Section 111 Block 14 Lot 36.8 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this single family dwelling on a conforming 104,910 square foot parcel in R- 40 District, is not permitted pursuant to Article IV Section 280-18 which states• "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum rear yard setback of 50 feet The proposed addition/alteration notes a rear yard setback of 45 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 B which states; "All buildings or structures located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." Following the proposed construction, the dwelling will have a 45 foot setback from the existing bulkhead This Notice ofDisapproval was amended on April 3 2013 after a new survey was submiLted noting a 45-foot setback to the rear yard line and bulkhead. 4Aut� ignature Cc: File, ZBA BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O�*QF $o UjyOl 53095 Main Road•P.O.Box 1179 Eric Dantes O Southold,NY 11971-0959 ic [-INC Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank CAR George Homing O • �O 54375 Main Road(at Youngs Avenue) Ken Schneider IiYCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 5 2013 Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20,2013 ZBA FILE: 6653 NAME OF APPLICANT: Arthur Skelskie and Nan Molofsky SCTM 1000-111-14-36.8 PROPERTY LOCATION: 510 Bayberry Road,(adj.to Wunneweta Pond) Cutchogue,NY SEORA 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 May 15, 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 May 23, 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 Applicants' property is an irregularly shaped, conforming 104,910 sq. ft. parcel, with 76,199 sq. ft. of buildable upland area, located in the R-40 Zone. The northerly lot line measures 172.22 ft. The easterly lot line measures 184.11 ft along Bayberry Road; and the southerly lot line measures 301.92 ft. The westerly lot line consists of an irregularly shaped peninsula comprised of some upland and some tidal wetlands that extends into Wunneweta Pond. The property is improved with a single family dwelling, as shown, including the proposed areas of new additions and alterations, on the survey drawn by Nathan Taft Corwin III, Land Surveyor, last revision dated April 2,2013. BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116 (B) and Article IV, Section 280-18 and the Building Inspector's April 3, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to an existing single family dwelling at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required rear yard setback of 50 feet. RELIEF REQUESTED: The applicant requests a variance for a nonconforming 45 foot bulkhead setback, where Code requires a 75 foot setback. The applicant requests a second variance for a nonconforming 45 foot rear yard setback, where Code requires a 50 foot setback. Page 2 of 3—June 20,2013 ZBA#6653—Skelskie/Molofsky SCTM#1000-111-14-36.8 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6,2013, 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 4267-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 Applicants have a large, conforming size parcel in the R- 40 Zone. Total lot coverage, based up calculation of the buildable upland area, is proposed at 4.97%. Most of the construction will be done within the existing building footprint. Alterations and additions to single-family dwellings are common and customary in a residential zone. The subject property is screened from view by adjacent neighbors by mature evergreens privacy screening. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the Applicants cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The pre-existing single-family dwelling has over-lapping non-conforming bulkhead and rear yard setbacks, and the proposed alterations and additions cannot be constructed without the granting of variances. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 45 feet bulkhead setback is mathematically substantial, representing 40% relief from the code required 75 feet. However, this distance is measured to the Applicants' nearest corner of the pre-existing attached garage, which was built, along with the single family dwelling, in the 1920's. All proposed new construction will have greater setbacks, with the exception of a proposed outdoor shower that will have a setback of no less than 46 feet. The variance granted herein for a 45 feet rear yard setback is not mathematically substantial, representing 10% relief from the code required 50 feet, and reflects the minimum setback to a corner of the pre-existing garage. 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 Applicants must comply with Chapter 236 of the Town's Storm Water Management Code. The Applicants will construct a new septic system, and build drywells to accommodate all storm water roof runoff, and the discharge from the outdoor shower, and they will remove a paved driveway and replace it with one made with pervious stone materials, complete with grates and other drywells built into the new driveway. The Applicants will connect with public water, and abandon an existing on site well. A 10 feet non-turf buffer will be installed adjacent to, and extending from the area containing the bulkhead. 5. Town Law 4267-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 alterations and new additions to the existing single family 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-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried,to GRANT, the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor, last revision dated April 2, 2013, and the architectural drawings by Mark K. Schwartz, AIA labeled Skelskie House Additions and Alterations, sheets A-1 through A-12 dated April 4,2013. Page 3 of 3—June 20,2013 ZBA#6653—Skelskie/Molofsky SCTM#1000-111-14-36.8 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), Goehringer, Schneider, Horning, Dantes. This Resolution was duly ado d(5-0). i Leslie Kanes Weism n, Chai erson Approved for filing 6 /.'l /2013 SCOTT A. RUSSELL ° 1k � ,TAMES A. RICHTER, R.A. SUPERVISOR ` f MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD r` !4` TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 wj r Fax (631)-765—9015 N-110 10I.D.NY.Us I ILI li OFFICE OF THE ENGINEER TOWN OF SOUTHOLD 26 „7" a STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SKEET (To be completed by the applicant) TO: Engineering Department PLEASE AMCt FROM: Building Department o A:copy of the cdmpleted Application for Building;Permit DATE: / f 113 ❑ A complete set of Building Plans APPLICANT: 5/Co L f KIg M#L errs C y ❑ A completed Chapter 236 Stormwater PERMIT#: / Review Checklist S.C.T.M#: 10d0 BRIEF PROJECT DESCRIPTION: 'lam ON.f -{- ij L T-E&=d} / LL 7/22/2013 iii.rte'' DATE: ss � CHAPTER 236 y APPLICANT: s t f o fj W� Stormwater Review Checklist S.C.T.M.#: PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet x of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land X disturbance f. existing and proposed contours of the site(minimum 2' interval) X g. location of all existing and proposed structures,roads,driveways, x sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring ,X j. location of proposed soil stockpile area(s) j( k. location of the proposed construction entrance/staging areas X NHS 1w cv 1. location of the proposed concrete washout area 06tcrete u4shnin .. a be Qc*vtAwip cc JI e m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated b a two-inch rainfall ✓ % dctS�/�1. �� c>vG � ��d 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance x c. inlet structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) n REVISED 7/24/2013 1 OF SOUTHOLD PROPERTY RECORD Cam- ' �.. OWNER' STREET �, VILLAGE DISTRICT SUB. LOT „ �/ 1 f7 y IS ` _ a !" d c LT l�� TG It Q / O d�J'ct l! f FORMER OWNER S<�4LY N E ACREAGE .. S 'A r W 7VF BUILDING lY .V�1 J`,— i� RES. f!) SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS //,� 6-ibeY (s► �P o� 7'r`liG � l40 6 •�� cic1e-t� W�� es a,x deeds {�ui. f aa� �o 3(0 ©ev _g C 4 4 11, 600 3 3 40 tow /7S o 0 6 ;,46 3 yc1p, BVILDING CONDITIO -of- r IEW NORMAL BELOW ; ABOVE FRONTAGE ON WATER a,y� F r e 6F 1 re Value FRONTAGE ON ROAD 3 F {;9 ' BULKHEAD f" Tillable 1 � d � �D--J ��:_;� ;fOr, � T _ _ illable 0 O 3 Q O /z Q DOCK _ - ( Tillable 3 % - Woodland - - r 11__ 9 Swampland 7 zq b,j, 1 Brushland �a j ! r7o, L Y S cl 4 1, Z,Zo 62 t,c +.I House Plot Total 0 > C /0 00 4 , :r _ r y i r-- i i i i I I M. Bldg. Y T Foundation .Z r t Bath 3j Extension Basement ' Floors o W' Extension )C� Ext. Walls l U' - ;' Interior Finish i — — Extension Fire Place Heat 0 Porch ' -- Roof Type Porch Rooms 1st Floor ! ?` Rooms 2nd Floor Breezeway � D �( �� _ J?1 �,.� Patio ��c.t'' i � '° Garage �X �. e y� Driveway t Dormer O. B. T VLWV r � _ r TOWN OF SOUTHOLD. PROPERTY RECORD CARD 'NER STREET VILLAGE DIST. SUB. LOT P a 1- 13� berr XL0 Cv-�c-hO ve o ss. /�/' Zol RIP tMER OWNER N E ACR D S W TYPE OF BUILDING SEAS. VL. FARM COMM. CB. MILS. Mkt. Value kND IMP. 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I_tli■>gIHHIH■!t!q■I �� Uw• - -- -�-__ - - f■q■tom ONE ■iii HfNINA//l ---------------- Qr >> H- 1■!!i{HI I■■■ I I i■!■ f�!lltEHtn i ■auu..■ w.....--_ o ■e 1■�gtH �■■- mom �tl�lt�•.N•..1�1�1 iii—i.��.� • • • • - _ i ' _ = : ■■■ ■■■ I I �I -I I I I 5 I I =1: ■■■ ■■■ _ NMI _ —��I a■ ■sue. I� : .. .. �. SHEFTNUMBM 1 REVISIONS: I I U if m 4 3D if ill I� I •i i I I � � O o- N �( N �I 'i d V � I � I• i• i z cl 0 PROPOSED SOUTH ELEVATION H Q SCALE: 1/8"=1' Qa � c7 O �O Orr-ill (~ v Q Q N I Q u mx r/1 Q F � o U I .:............................................................:......................................................................... :. :........................................................................................................................................ DRAWN: MR/MS EXISTING SOUTH ELEVATION SCALE: "' -0" ,06 If SCALE: 1/8"= 1' y from ZBA Apdi 04,2013 Bldg Dept cop, SHEET NUMBER: Final review d�n a;�ts ZBA File# ��t' Date: / A-4 REVISIONS: ; ...................... ............------------*------------------•--- t� e u .............. - - IX2X6 FLUSH BEAM�_ .................... C — I ----------------------------------- , - BASEMENT — ---------°----- O - x- --� o I — � BREEZE WAV �1 BASEMENT •� W �y a - - ! x CRAWL SPACE - - '1'( O - ,� a up —nglill_-'--- z z A � SERVKE � it •~ LTJ x EXISTING FOUNDATION PLAN S�. PROJECT NORTH U SCALE: 1/8" 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Bldg Dept copy from ZBA A�;loa,z°" JJntS SHEET NUMBER Final review d Sj ZBA File# A— Date: / 5 REVISIONS: • A 4y�33'-4" FRAME OUTWALLUNDE0. n DECK(KO FRAMING) EXISTING DECK r � INSTALLGMVEL BASE OVER EXPOSED SOIL FMME OUT WALL UNDER , Q DKK(KO FRAMING) C U h N w Y .............. xvinrerell c Y ¢ U • ••J!iLLRy C � t ENCOMPIETE � f/13��KLL41vD �.. ffifs � Z = N ff RS}6DE� - a - r J 8'_8" .............wSHREA.=•••::.::.: '� p i .w .� 16xe•caec BLX%ER. r N .................. w/2•%32x12 FTG. _ z -/S MAR 9 6.0C e.w 'a„.,,,'c, 5- • O ... LOCATE UNDER P05T. - w °-ai•°•'r' 2 •� � VERIFY 1OCATIONI �• � `� 2X4 A�QE0.PON'/WALL 1-1 a r SFEEL LILLY COIMN w/ • n=:1 � I - D •� ••^^ 2axzamz•coNC Frc. aX 5' 5�" B "` : VERIFY LOCATION IN FIELD E lE3ANGINIL) -• EXISTING BASEMENT NNDER POSE ABOVE) = ^s ____________� Q FXI_cT!N.GARAGE IX.CRAWL �_ __________________--- _____ r w _ _________ N I Il� UP Si IFi333BBi[gpg'3 F YCONCSIABBETV E BREE2EWAY r^ Q w � I AND N WALL I 15 REBA0.912'0[ w •w M 6AT FTG.(IYP.) z •7 •r ... • _ _____ _ ___ _ F. •w • li r n • • O __----------------- STE0.IALLY COLMN w/ 6AT''(TYP.) a 2ax24x12'coNC.FTL. l - FY LCCATON INFlELD S'-63/a" � (UNDER POSE ABOVE? m • i :. C Q ...ei i ••••••a Q 1).NEW FOUNDATIONWAUSTO BE B'THICKPOURED CONCRETE.300D Pa 6 - 8-B" t6•X8'C NC BHt ON WALL MF) - HEIGHT ABOVE UN TOMATCH TO WGADIKEMWA P MF). . _ UNDER POST ABOVE STEEL IALLY co- - w/ EXISTING BASEMEN EXTERIOR OF GOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.YS. a 24x24x12•CONC.FTG. ua�;.. REDDEIaOAL CODE WTUS A RI UMNOUS COATING. 16x8•CON[Bm PIER - , , VERIFY LOCATION IN FELD '� C /24•%32x12'FTG. L WELL TO RFALUN FOR IRRIGATION 2).FOUNDATION TO NAVE I6•RB•CONCRETE RX4)KEYWAY FOOTING _ .k (UNDER POST ABOVE) `Aw. LOCATE 9 6'OC ST i0 b [or�w FOOTINGS TO HAVE 2-IC COMINUOUS REBAIL ALL FOOTRJCS TO 'LOCATE UNpFR POST •""' RFSi ON UNDISNIIBm SOIL(MINIMUM 30WI GPACRry. 6'-6" "(VERIFY LOCATION) 11'-8'/z" 7:k._.-3 BS.. ... H'-11 Yx" 6-63/4" ... .s 37.E%ISNNG AND NflY/CGWLSPA[E AREAS TO HAVEYTHKACONCREEE - r - SLAB. w . __• "�^j 4).SLAB AND FORMER BREFCEWAY TO BE 4'TNICY.3ODD"CONCRETE ON IXISTING STRt1CNRE ... .. Iww CONIC.BUL •-•-" INCOMPLETE -. • - ON WALL ME) COMPACTED FRL INSTALL 12'ERPANDON RNM MATERW.WHERE rY I6-XB'CON[BUL%ER -UNDER POSE SLAB MEETS ADJOINING WALLS. CI1 [ONC BIK%E0. -w w/14x32x12'FTG. \ w/29%3TX12 FTG O�.. a _e i5 REBAR 9 2' e M. - O RS REBAR B 6.00 ew. 5).PROVIDE 4X6(MATCH HOUSE)KO ALL PLATES UNLESS OTHERWISE LOCATE UN�I POST LOCATE UNDER LOST. SERVICE NOTED.ALL PLATES TO BE INSTALLED OVER COP-R-TER TERMETE SHIELD IVEAIFY LOCATION) iD VERIFY LOCATION) IXISTING STRUCTURE AND FRAM OR FlBERGIAff CALL CASKET. O p OJCOMPIFTE PHHTII..'��• W 15 MAR 912'0[ LIXISTINL WALL] 61.pROVIDE SA3'M.ANCHOR BOLTS AT V' O.C.AND WA I'OOF ID- 6AT FTG.(TYP) SDK: T CORNERS.INTERSKTIONS AND SPUCEp)ORM.ANCFIOR BOLTS TO LNEW WAW HAVE A MINIMUM T IMBEDMENT INTO THE CONCRETE. KRIDAR 912'0[ 0r—' LWALLTO BE REMOVED] WHINE RBOLT TO BE ATTKHED TO DLL MTES WITH 3X3 SQUARE LU V 6 AT FTG.f1TV.1 r 36X24 KCFSS O i Y�� WASHER AND NUT. U - r OPENWG 1 LWGER BOARD TO BE FASTENDM T).DOUBLE UP FLOOR"M UNDER PARAI3E3.WAUS ABOVE PRCMDE _ TO BUILpING WITH TMBFALOK® �'p SEIFLOUNTERONKINGTCREWS BLOCKING AT B'-0'O.C.AND AIRIVAN. ^/S�� co CRAWL SPACE i T - BY 012 XR MAN 32'. RMG V/ C V ------------ C o o RscREWZ93TO.c) ITdU.COW.FTG PIER •iD • - 24x24x1T FTL. �__________________ __________________ • 3'BELOW GRADE �1Z' 10" 1' 1Th" •"-"�-� zxe KO aRDER "" "" ""' B. 0" "1_ 4.-31�. FOUNDATION PLAN 5-�- PROJECT NORTH A _ 5'-10/4" 10' 0" 4'-3V" SCALE: 1/8°= 11 DRAWN: MH/MS SCALE: 1/4"=l'-0" Bldg Dept copy from ZBA APTiloa,zol3 Final review �1f7 nts SHEET NUMBER ZBA File # �(/ Date: 1 A-6 li REVISIONS: EX-DECK � u BUILT N BEAM:H m CA MBAL R__—GEBJNG ra'couNC � � v C � 1 1 1 1 1 1 1 1 ............................. ---...------------. --------------------------------Ib'DROPPED.... O = zTOV T-0 B 00 o - EX.LMNG ROOM, EX.BREEZEWAY p T6'CEIUNG _ r4 GE�� r3'GENNG � � d uP EX_GARAGE ............................II. DROPPED BEAM ••• ••• ^ �i -------------------------- a o ------------------ • N � O x LTI Q EX.BEDROOM No.i EX.WALK-IN CLOSET EX.ENTRY • BrcvuNc EX.MASTER BEDROOM O EX..@Alli rr GDUNC 1 1 EX_M.BATH 0 z I • � �[i7 0 C7 � CQ .jy V'1 Hr-0• EXISTING 1ST. FLOOR PLAN t�. PROJECT NORTH SCALE: 1/8"=II DRAWN: MH/MS SCALE: I/4"=1'-0" [Date:Dept copy from ZBA JOB#: review�j� cl nts April 04,2013 Fil # Y 1 SHEET NUMBER / / A-7 REVISIONS: A B <, C EXIST WG DECK c .......... ..... ..•.. ._.....•.. BUILT 1N BENC•...�._a. ....»...••• ..... ..._ ...•. ...•. .......... 4X6 SHOWER .~.. •EX H • 1 CONCEALED BLIND e CATHEDRLL/ •..... Iw •.�..�..�_ ........... N J u �fA1MfD WfTWG BEAM MF) � C' - k CflLLNG 1LL m� � IB 1 L13 I% t1 NEW PORCH Y O TW20310 '� �. IN BEAM NIFI ... ..-----------....•...................».»•......»..»............ 1 3'-0' PwHO UFT STONES REGRADE ,I. I ; ___ : rw�w.4rfe (3)2X8 HIM )2X6 HD o a COMPAR AND RE SET STONES 4IXL3CE b 1 IX DOOR .I. I ; I. � REPLACE IX.DOOR 45 MW.FIRE RATED D :I: Bw dp �F{EN 3:': W DDORwi s.c wNGFS I� EO F� W,I, 65TEEL,AMB(iYP., T c :I� EK LIVING RODM E o:. l/ /3 EX.GARAGE INSTALL 5/8'TYPE- FIRE RATED ��~/J-,L =•I• O :I: �: _ 1 FI SHEETRLICK ON WALLS AND CflUNG a�58JASED.99ticK,.9EeWJYIti • E"') .. _.. ... ... .a EX 9FAM MF) Y •� •��•� ��_____ .. •... ... ... TLL ...........»...... ...................... , 1 NAY/6W�FIOOR OVER ,• ____________ BROOM , • W cUDSET DII�,xWU I:.. BIT _____________ t• (3I 2)IB H. 012XeH �i T W2892 C :7 (3 - F 3• ,' I - • a u� __-�_---- �.�.� EX BFMLlViIF _� :;„I'�Z• -C CA : C W11AP1A 4 GF tl 7 9 Irz HDR. H MFw/ E0. O E 0-1 x N • n 5' e d EX.BEDROOM : F Z I).PUTS HEIGM AT R6'UNIF55 OTHERWISE NOTED. T).ALL EXTERIOR OPENWC6 TO HAVE DWGN-PRESSURE UPGRADES No"1 WSDNL ST0.LKIIIML BEAM TO 6E WILELLE APNKABLE.NLOJIDE DEBR1-PROSECTION PANELS VATH F•1 4g,�, jy , ��..POST wBCNE tEAM 1� EXPOSED BY CONTRACTOR BEFORE - • ° O SUPPORT HIGHER COMENCEASFNT pi WORK F00. NEW EXTER100.WALLS TO BE FRAMED WTTH 2X6 DFI2 STUM FASTENING HARDWARE UNLESS OPEN-FUVE WPACT GUZING 5. . • • AT 16'O.C.. • BEAM OVER STAIR •, AIICMRECT TO INSPECT If BEAM If -USE FX `w•• (31'3-3/4%T-1/4 ML w ]] ,, BI.0.EPAR/REFINISH DUSTING fUJORPIG THROUGHOUT. WN ,. _.__RO•TA '•Q YYB 844W3LR STl.BEBBt. 'd4l4W i�fON Pf]S3!»J4W PERFORMINGQNEEDS REDUCING. 31.FXTERLO0.fT3FATHINL TO BE S/B'THKK H0.CD%NYWOOD. EX.MASTER BEDROOM �� ..............._ •• 9)INSUUTFALL EXTERIOR AND INTERIOR WALI5.2%6 WALLS AT 0.19 • • • • _ ... J . FMERIO0.WALL ABOVE 41.DOVBIE UP FL000.101SS5 UNDER PAMUEt WALLS ABOVE. AND 2%4 WALLS AT R13. CATHEDRAL(REMOVE M.CEILING) < ; ._ .. � PROVIDE BIDC%LNG AT BO O.G AND MIDSPAN. -- ID)INSULATE CE61NG5 WffH R301NSUTATION P 7T - ------_. F EX_ENTRY PROVIDE 3-2X10 DFl2 HEADERS OVER ALL NflY/OPENINGS u -I � . O q � �•. ...•'`Fl IX.BA'� s7 UNU3S OTHERUHSE NOTED.AL NEW OPET)MCd OVE113 FT. 11).Al WALLS AND CFRINC6 TO 6E PRCMDED VrtFH 5/6'SHEES ROCIL �y '' _ • NO.t BURY flECT0.K TO HAVE 2)KK STUDS ON EKH SIDE OF OPENML.PROVIDE MASTER BATH TO HAVE MOISTURE RESISTANT SHmA0CK r-I 3)ACK STUDS ON EACH SIDE FOR MIC0.0LAM HEADERS. 1 ,• `��I! 'ALTER IXISTING E S 6).CONTRACT TO IXPOfE ALL ASSUMED BFMS IDCATIaJi Af 12).INSTALL SMOKE AND CO DETECTORS PER CODE T OR "` x . 1 • t'pl I�1; INDICATED ON PLAN PRK1R TO ININCI 10N FOR AKHDK'f 13).ELATING ELECTRKAL ME TO HOUSE TO BE BURIED UNDERGOUND. A 1 m ��((`:: - ••Wry • TO REVIEW FOR REPLKB.IFM AND/OR ADDfIION,LL tFAMf- V/ x �/ •• W �' •� CONTRACTOR SHALL NOT CONST TIEC ANY WOR%ON 2ND. r� c 3)xzw H WALL LEGEND FLOOR UNTIL Av6ovED By ARCHUECT. �Aiy�, �� 2'4Y 2A f , • S'� :.: •..............• WALLTO 6E REMOVED �r (31 111 -L___�1_I BaiiB OR SHEWEf AiEL sIMPSON NANTUCKET ••••••••• ••• O z. TT860 DOOR(OR EQUAU Z DESCRIPTION AREA: DESCRIPTION: AREA: W IXLfTWG WALL „�, B�•c 2� f � EY6TING ITT.fZOCW[/VBVC DACE 1460.8 fQ-t7 (T0TM)1ST.F1DOR tNING SPACE w/ADDfTgNf: 2482.5 SQ.FT. QNI ® NEW WALL W TFMPE�O • � EY/STING 1N0.fLOOR f/NNE SPACE. IOFS.BfO.FT. RE BURT 2ND.FLOOR LANG SPACE(EXPANDED): 13]0.3 SO.FT. •� �o O TBv;!m4 DIMENSIONS OF MMM WADS ARE FROM nNI M W IXBTLPK.URAGE' mRov-fT. (GARAGE TO REMAIN(NO CHANGE) S26A So.FT. CA ¢E-a • • P.etefPe RfKFif nm • • IINT.:2K4.41R'.2X6.61/2'.IXT.:2XI:4-'.2X66'] �� (A D 12-70' ...B....... EranNC eaffaWAT. r6o.Dtp.fr. (TOTAU eREFIflWAY ENCLOSED(E%PANDEDI: 134A SO.FT. ..••...........•...• DIMENDONS OF NEW WALLS ARE FROM STUDS � O )0x10 FG COLUMN I DLT/WT.:2X4`3-Ta.2%6-S-Ift'] EYLfTING IISTl DEOK 345.6JQ.fT. (VVETT DECK TO REMAW MO CHANGE)) 345.6 Q.FT. � w/6%6 ACQ POST f/1 PROPOSED EAST COVERED PORCH: 68.8 SQ FT. V l ------------------------...�J 1ST. FLOOR PLAN °°° WESTPORCK .DDSQ.FT. f�-- PROJECT NORTH TOTALEY ,C 4540150..Fr.. TOfKNM AND IXISMG: W69.250.R. s�alF: i�a°= iI nr-o• DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Bldg Dept copy fro ZBA April 04,2013 Final revie SHEET NUMBER: A ZBA Fi c ents B %au` / Date: A-8 ' ^ AlL EX,HALL EX-BEORCK)M No-3 CLOSET EXISTING 2ND. FLOOR PLAN PROJECT NORTH DRAWN: MH/Ms SCALE: 114-11-0" Bldg Dept copy from ZBA April 04,2013 Final review nts SHEET NUMBER: ZBA File Date: A-9 ' ^---------' REVISIONS: A B c 3=421.MULL 3 C0 21 MULL ¢ v y 3C%142i MULL O)i-3/41SSI/2 Ml HEADER 0)13/4%5-1(2 ML HEADER Z� (311-3/4X51/2 ME HFADER•WZ •� - :3� •—•—_—•—_—• v'_u". . .................SSEUIR --.••-_... .�A—I1L v d �• BEDROOM No.3 ��I /• AW31 ,� D94rCaX. 9 cw.Hr. ii F — --------------------- D %�11..J •�_ _ srrrlNC'AREA r 1 u CU:.M. \ .�.- ----- ---•----- z iil��-=Yv—L v \ O ------- - - •—• - • 2.6• POST AND BEAM • �` CENTER CNER AW31 L TO BE lOFATED ___ __ _____ _ C�• .____ ABOVE B(M1 BEItriV z - URAGE -- � �Q� Ya rT, m .F v aH _________ `� C�..______- -_.__ ___ _ _ N _ - ra• __ __ .e ________..__ \ + DnFED C O 4'' ra• v oEBwcw WALL LEGEND •\ H FOR MIRROR STVP.) rypA-I�I_1 ............... 1).PIATE HERAST AT Ta•.CEIUNG HEIGHT AT 7d ji- E JNawY� .............. WALL TO BE REMOVED 2).EXTERIOR WALLS TO BE FRAMED W 2X6 DF42 STUDS AT 16.O.C. o q Ta'CU✓;WT. n V O O IXISNNL WALL I,.F%TEIUORSHFATHWLTO BE SA3'TNICK FIR CO%PLVWDOD. _ 6i PP�VIDE 3-3X6 DF/2 READERS OVER ALL pENINCd UNU35 •\ ...(3L9-lrt•ML:L j2L 3Lt• 9� .... E 2156 HDR (3)2%6 HD0. (312%6 NDR. (3 2%6 HNL ® NEW WAU. OTXEIDNSE NOTED ALL OdgJIFY6 OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.FROVIDE 31ACX STUDS ON E H SIDE FOR .—.—.—.—. .—.—.—.—.---.—.—. !`! -' • =-iVSRONfY-� NOTE: MK:ROIAM HEADERS. .............y.. ...... 1 • OF MIS MENSgNS TNG WA WADS ARE EROM FNUFIED ---------t DI[IM.:2X4�4I/3',2%6.6V2•.EXT.:2%4=4'.2If6-6•) 5).ALL E1mm OPENINGS TO NAVE DESIGHFRFSSURE UPGRADES WHERE I—) -_ •t_., APPIICABIE.PROVIDE DERRmOTECTION PANEES WTI FASTENNG p; DIMENRONS OE NEW WALLS Al1E FROM STUDS HARDWARE UM65 OPEI,P S HAVE WPACT GIAZN4 ?� [EXT./NT-:2X4=34V.2X6=SIa2I •`'� 1 ............ 4 REPAIR AND%E IW E%ISTING WOOD FIDORNG. r,.NW ALL EI E OR AND IN IOR WALLS.2%6 WALLS AT R19 AND2%4WAUSATRI3. A, D FLOOR B).B ,,TE CDUNGS WITH m 1NSU1AT ALL GT EIXAE V/ i L 7YB.GFfZL1C . • S IONS TO BE FRONDED V A r AIR SPACE BEr%V NDOF Q + g = SCALE:C� 1 SHEATHING AND DMIATION.ALSO PROVIDE Y1R THICK FOAM 4 • - SCALE: 1/$I•= II GTFIFD IR'FROM IXTERK3R WALL PUTS IMO HOUSE ON z ___----------_---- ___t_______________________�___Z _._. O 9,ALLWADSANDC VE TO BERE ItE EDWITFI SAi SXEET ROCK / f3)2%b HOR. \ BATHROOMS TO HAVE MOISTURE RFStlTANT fHEETR00i. PROJECT NORTH ID,.NSTALL D.IOKE AND CO DETECTORS FOI CODE O S �x guninin 1lttumin r j G� o U as-2^ A � 71 li B from ZBA DRAWN: MH/MS Bldg Dept copy SCALE: ua^=r-O° Final review d�locym>3gt5 Jos m April 04,2013 SHEET NUMBER: A-10 � , ` ----- -- ------ --------------- - ------------------ EXISTING ROOF PLAN PROJECT NORTH F. Final review m ts JOB#*. ^ i REVISIONS: i a , w3or—a --- -- — — -- -- RR e� / / / j / / J/ U y �J ❑; ---13-----Mi woes 0; ,r r Z ic �- // 33 1. 12 / l m x " �. . __: ROOF PLAN E PROJECT NORTH z J / SCALE: 1/8"= i' / -------- -�?� �- - EXISTING TO REMAIN i / ---- -- --- - ------ --- aRe 12 2X6 O RR z 2X4 CJ HI�I j @16"OC Q)t 00 Lu r" m 7C rn cn mF- iO n � 2X8 COLLAR TIES 16"OC DRAWN: MH/MS ��.• DBL.UP AT CORNERS SCALE: 11C=1'-0" Bldg Dept copy from ZBA JOB 9. Final review�ed�oc?afrtp�i is °°StMETN } ZBA File Pall JJ -JJ SF�ET NUMBER: PROPOSED CUPOLA Date: /,-)0 � A-12 SURVEY OF PROPERTY SITUATE LOT COVERAGE OF TOWN BUILDABLE LAND OVER UPLAND AREA (76, 199 sq. ft.) NASSAU POINT DESCRIPTION AREA X LOT COVERAGE TOWN O F S O U T H O L D EXIST. HOUSE 2,451 sq. ft. 3.22X SUFFOLK COUNTY, NEW YORK EXIST. GARAGE 542 sq. ft. 0.71 Y. S.C. TAX No. 10 0 0- 1 1 1 - 1 4-3 6. 1 EXIST. SLATE PATIO 553 sq. ft. 0.73% 1000- 111 - 14-36.3 EXIST. SLATE WALK 105 sq. ft. 0.14X SCALE 1 "=30' OCT. 81 1991 PROPOSED ADDITIONS 216 sq. ft. 0.29% FEB. 12, 1992 (ADDED PROPOSED DECK & POOL) PROPOSED DECK 359 sq. ft. 0.47%. JUNE 19, 2001 UPDATE SURVEY AUGUST 18, 2008 UPDATE SURVEY PROP. COVERED ENTRY W/STEPS 140 sq. ft. 0.18% DECEMBER 7, 2012 ADD WETLANDS & PROPOSED ADDITION FEBRUARY 23, 2013 REVISED PROPOSED ADDITIONS PROPOSED BACK STEPS 85 sq. ft. 0.11 Y. �p ROAD 6 TOTAL AREA = 104,910 sq. ft. PROP. OUTSIDE SHOWER 24 sq. ft. 0.03% 10 W��a (TO TIE LINES) 2.408 acres UPLAND AREA = 76,199 sq. ft. PROP. EXPAND SLATE PATIO 146 sq. ft. 0.19% yti5 1.749 acres DWELLING TOTAL PROPOSED 4,622 sq. ft. 6.07% USES PUBLIC WATER / S 63'34'10" E P/O/ LOT 218 , 31 .46' al 6 / CERTIFIED TO: ate.3.6 7 g 2 TOP B.H. S 89'38'20" E N • 1'20 E N /" /•tib�, ARTHUR SKELSKIE tv m� / Q x 60.00' / / �. �/ NAN MOLOFSKY 11' % o�� / a °° V FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ��0�' ///' i LA WUNNEWETA POND 4� � / � �, X ING BANK, FSB �o / le OAK / ! WUNNEWETA POND ,/'' ► �`� � �r o� gym, I ,3.1. ,B-o,1sr / / / I -4 l �/ . /�/ LOT P /218 ! / °"K / /! 0� / 22'02'21 " W 24.OAK I TEST Hd / ! / / / . / / N 31.33'33" W �_° ! / +> / , MLLOA L y�`'� ii 61 .08' 10/ I 15.96 ,4•aK L � �`�'• � / ' : S 73• // I „ I / Q,s:ExIST. c�sSP L �0 �e�' !' / /' N 30 36 50 E ° / ED �/._ /9.° I 5.27 TOP B.H. I �c' L0 219 / To BE R 1 / y� v� /1�r�Qy /X22 x l� ! / ELEV.4.0� I(( / O 24•.E1NC / (( � P.� ^ .�`{ AL AIL E 30 ! rp / i. I / a GARAGE 19.0 / \ 4.'g r I .6 / Q ,Q / C jy/ ! 4q, / 3 �y / /2�2 / 4 1 / LL, / V i Ik / I •/ / / / B,gQAEHf FL. m //;; { I 1 X / •� / I ELEV. ,,{-`',�y/�,� I w X AL 4 0 0 / E t N/(,+ ` ` "O"F, J ✓'' fY` It I l0 /// •• ' �� //' /' m N 't 19.46' N I 1.1' I l ZQ.s bN 5T.L ARA6Ey/ I A ^ Cp N 6,5 / / r / ELEV " I •::;p•::•:y / / / 1 / / rn 14 I , ! ,, 6 / ! / / 22.3• .• \ / / / / 26.6 / 1 00 / °OF a...�/ x FS / ,. I �/ ti / o / / / /x I I �/ I S 43 34 06 E ISO, ° / �§ /7• / CONC.►::::;:;,� r / / / I/ / o r / AL �L 31 .S O h�/ �(1 / ST_Ps t / r, �Rk 3 // / p s ' / 9kg9'DECK STEPS / / / /1 / q��{ NOTE=: NI=W ROOFIN6 AND NEW 51DIN6 3H ct d° O� - K (NaOD !! ti� i > c2 x / / epv c , cwc /- sLATe / / 1 yJ., A m � � � G� / E�' / / T6 BE Eo `:...:.:.:...: ,s..:.:.`;.:::':•:; . WALK wATgrt LINE � ON ALL 5TRUGlUF=5 : 4 \ • p5" E _63'-- ' °,2// // /' T AD�DI' _ ":4: :: ::::::?:;•` m i / y: O 01 _-g 43 __- .. / N e / IN 7 �O / T pp'FXIST.: wr G� `� ,h �o a,,� ,� y F � �• o$ � / / Y :�:�:��:. ..:...................A. ..moo.. ,�xq r X V' h # y LOT 215 s / ° �F7,�f ! zB/auc / / 10.0' ::::;: 2nd FLOOR:::U?' ''`:'::::::' I 1 l � 1 • „", U' \•l .. / 14•GM / , / / 5.r%7.7.7.7., FLOOR;:;;.:;.b;?�`:,•. (`. I I ! l � l x OL 4 v / NEW.ROOF:: ... I- �/ 1 1 "' 2� n 4s /.� a K •::•::•:..................::.::.::. .. ... _ I - 1, ff 2 Q"� / ,3• / / / /� �:•:::•::•::�::•:::�::•.:::•::•::•::•::•::•::•:...�'�:- •� 543' EXIST.*0K TO REMAIN, ILL::: --L WATER ? \ STORAGE A ON NEW GONG / LLY PON ARC ! / '' ''' ' (,o ffi`T�/`.� � -' W C9 AL Cey� rr O,V UOe� �S�U 1. PV °�°� GOfSTRUGT NEW DOORS FOR! / / / t......... ....EXISfiNG• :-:.' ::.::. . 4A 162.4 I \ I Z_U !! s WATER A/gRK �S, 0 NC / FISH t BRAIN ATI / ' � ' '}i/?:•51ORY.` .''i:: I 1 ME 3 ! -- 7? ONSG ) 1x•cEaw, TO 13E / / / r..;i:.'_F�...WHOUSE;:.-.:{;:;::;.. - I I 1 '' Imo' I U 3 j ! FIL46 N �S HIGH -_ �� AL �r�,� _.._.. LOT 216 / ! / ! PROP.PLANTeR:::::; .... �` 5 ,., I I m p o r _-- u - �. _ / I x w LT !! Yr RAE -_I _ n� \ V _, _ 13',aK / / ! / FYL 22.78 N I I I w a W t nvE _ 3,37 N _ - ! , ! �°� w 1•�m I 4 S # / x / p1�1N1ER sr I I I I g AL 16. ' , \�� ' \�/`tb MAa - - - /J !/- �/ // / SLATE/STEPS SLATE PAnO �� ND _I _ 56T�- 11 IIP' a ��I •L -,.-;7.53,5„ W e 407 UNe '-!! ' LNG TIE yA.�PF�tOxIMA 5 .\\ ,. / �, �? �. /! !! !/ !/ �/ X X O Td, OdATION `L ,� / J ! ��Leo X/ ti / 1 �Ar�or�l FLAG M / / �RF ! ! / ! TAP L0°r/- L' PROP EXP �:::::•:::� / I I I I 3 3 / / ON� I+� AL \ t 9U R a ! / / UNe q�P / X!EXIST.'SLATE PATIO ` '' 1 I I X TOP B.H. _�/' / !/ / // ! C•F 21 Z SrOCIatDE FENCE I 2 G X /! I 27 7I I�+ nl Q a. � 295 �\\ AL ELEV.3.4 4°j !! !/ � JE � L0'T 21/4 M Ln TOP B.H. C � / / lej /`` I / ELEV.3.5 d,'9 �/: / ! ! ! / l 19.81 I � .\, Ib / ��'.\ �.2..q 1 I ,. LA [t \ FLAG L . + / 4j�L� SET 84.60' "// / // ! /' /' / % X1 x21.3 I X �r jsGgN`�. I I 1 O O ,� ""` N 86.29'44" j , / �o.ss' I W / I i I I�t'gegH� AST y I x / / ( PER DEED/LIBER 8533 I 107.11i'z4.s ONFp � I` 1 " o (� PER DEED/LIBER 10281/PAGE 4�7)I SET \ \ AL .. N 86"56'10" W ! ACTUAL ""i X FLAG K FLAG J OBULKEAr HIGH WATER D HD DEED 6+ LIB\ 7+S ,• �.°;�� '` A,,� 1� WUNNEWETA POND W o P/0 LOT 214 A ' 1\ a ` Z I o 0 7-0 !L N N 10 1F McSHERRY I W m DWELLING %N USES PUBLIC WATER w S 6a 2 NOTES: 1. ADDITIONAL WETLANDS, IF ANY, ARE NOT SHOWN. 2. ADDITIONAL UNDERGROUND STRUCTURES, IF ANY, ARE NOT SHOWN. 3. WETLANDS LINE INSPECTED BY SOUTHOLD TOWN TRUSTEES SEPT. 26, 1991. 4. LOT NUMBERS AND THE LOCATION OF ISLAND PATH REFER TO "AMENDED MAP A OF NASSAU POINT" DRAINAGE SYSTEM CALCULATIONS: FILE No. 156, FILED AUG. 16, 1922. LOTS LINE AS SHOWN ON FILED MAP - DRIVEWAY AREA: 5690 sq. ft. 5. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 5,690 sq. ft. X 0.17 = 967.3 cu. ft. EXISTING ELEVATIONS ARE SHOWN THUS:-3,5 967.3 cu. ft. / 42.2 = 23 vertical ft. of 8' dia. leaching pool required EXISTING CONTOUR LINES ARE SHOWN THUS: 10----- -----10 PROVIDE (2) 8' dia. X 12' high STORM DRAIN POOLS 6. FLOOD ZONE INFORMATION TAKEN FROM: R�.-: , FLOOD INSURANCE RATE MAP No. 36103CO502H PREPARED IN ACCORDANCE WITH THE MINIMUM PROPOSED 8' DIA. X 12' DEEP DRYWELLS WITH OPEN GRATES FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: �; .:.:;; STANDARDS FOR TITLE SURVEYS AS ESTABLISHED , ZONE AE: BASE FLOOD ELEVATIONS DETERMINED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. FOR SUCH USE YORK STATE LAND TITLE ASSOC ROOF AREA: 3,260 sq. ft. 7. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 'CE OF WIV 3,260 sq. ft. X 0.17 = 554.2 cu. ft. 1 TANK; 8' DIA. 5' LIQUID DEPTH TEST HOLE DATA •e�P �'O.Q_ 554.2 cu. ft. / 42.2 = 14 vertical ft. of 8 dia. leaching pool required TEST HOLE DUG BY NATHAN CORWIN L.S. ON JANUARY 18, 2013 � T 8. MINIMUM LEACHING SYSTEM FORA 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. ( ) PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS 1 POOL; 16' DEEP, 8' dia. EL 12.1 0' * J PROPOSED 8' DIA. X 8' DEEP DRYWELLS WITH GUTTER LEADERS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: F:w :? PROPOSED EXPANSION POOL MIXED SAND & LOAN Ras PROPOSED LEACHING POOL 1 PROPOSED SEPTIC TANK N.Y.S. Lic. No. 50467 9. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PALE BROWN FINE UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin 10. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND To COARSE SAND sw TO THIS SURVEY IS A VIOLATION OF III REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EL 0.3' EMBOSSED SEAL SHALL NOT BE CONSIDERED 11.8' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. WATER IN PALE BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. FINE TO c°URSE RAND SW IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING Ill PHONE (631)727-2090 FOX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. 17• OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY COVERAGE OF TOWN SITUATE LO OVER UPLAND AREA (76, 199 sq. f )ND NASSAU POINT DESCRIPTION AREA X LOT COVERAGE TOWN O F S O U T H O L D EXIST. HOUSE 2,451 sq. ft. 3.22% SUFFOLK COUNTY, NEW YORK EXIST. GARAGE 542 sq. ft. 0.71% S.C. TAX NO. 1000- 111 - 14-36. 1 EXIST. BREEZEWAY 160 sq. ft. 0.21% 1000- 111 - 14-36.3 EXIST. DECK 359 sq. ft. 0.47X SCALE 1 "=30' PROP. FRONT 1 STY. ADDITION 26 sq. ft. 0.04X OCT. 89 1991 FEB. 12, 1992 (ADDED PROPOSED DECK & POOL) PROP. FRONT COVERED ENTRY W/STEPS 140 sq. ft. 0.18% JUNE 19, 2001 UPDATE SURVEY AUGUST 18, 2008 UPDATE SURVEY PROP. REAR ENTRY DECK do STEPS 85 sq. ft. 0.110 DECEMBER 7, 2012 ADD WETLANDS & PROPOSED ADDITION PROP. OUTSIDE SHOWER 24 sq. ft. 0.03X FEBRUARY 23, 2013 REVISED PROPOSED ADDITIONS APRIL 2r 2013 ADDED ADDITIONAL SETBACKS TOTAL PROPOSED 3,787 sq. ft. 4.97X TOTAL AREA = 104,910 sq. ft. co (TO TIE UNES) 2.408 acres ,yyy UPLAND AREA = 76,199 sq. ft. DWELLING acres USES PUBLIC WATER / S 63034'10" E P 101 LOT 218 31 .46'BH CERTIFIED TO: E ELEV.36 / W S 89.38'20" E N �g•21'20 0 ,V :� ✓'CO <v \� / IT k 60.00 " ' �!. /'zti ARTHUR SKELSKIE � / W i D o N NAN MOLOFSKY ��1 �' ► CA WUNNEWETA POND ,�`° / a 'N ' ► ' /' ' ' /' % ✓ V' FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK fro ' �, I 1;0 CO �9 /� ► / a. ✓ / / �� // / // X ING BANK, FSB 0 AT ,` ,,,� WUNNEWETA POND ,s• ,° I o�c / P/!�/ LOT 21 // / ✓' ,2a I tD Np0 �p2 / /' 24•cuc I TEST HALE• ✓' / /' 22.02'21" W N 31.33'33" W ` ok /a / ✓ I - / '° "" a y"' ic' 61 .08' B. / 15.96 L ' IX 3 X3.33, /' I N 30036'50" E QC�xlsr. c�s'sPO�DL `A`'0 �. .c . ✓ Q6" �// A 5.27' I o L07` 217 _ // To BELLR EMwiD / cp �<<'� ! / Xa�a / X o / \ / l EV.4 0 I / 24•N4f /' I / `\ ` // �` i EF/R!;1EG� x-30 / ++ V CON v�/FGARAGE qJ // Q ,Oro // t �h// // . �' ov BA ENENf F1 9.0 ' \ 1 ' /2u j I y 1 / r I p�tppC :00F OLA// I ✓ I 0 y�LLJ ✓ q��c� ` �'Ij /// r I // / 0JF / / ELEV ,,.°4 • R$ . k +✓ NEW I �+ 1 1 / 2D•76N 5T / ' 1 IV9 FL AL AL / o Hiah ,, 84.65 / I ,+ / / / , ELEV. ��• // cf ��_ ``` /•✓ ■. I ,.�r0 / / F ��' /26.5 /X I I / I4 I • ! " 9 / O / / x / •- / . wa>FR , I S 43 34 06 E •fro/ /�� { ,/,• EwrRY ROGONC I/ I--I o # �' AL # 31 .50' 8k93 DEGK srEPDS lIr NOTE: NEW ROOFING AND NEW 51DIN6 SLATE 14 -r a n` ,► c5 i,\\ 1! /'i / ' �0 ' °uu / // 16 BORE ED : '.: :::: '::• NAT�RLI ON ALL 5TRUGTURE5 43 E-_63.0_ G / o tiO`2// / ✓' T ADVI _ m RR��PPIl �5 AIL � � o�` vN�O�` / / / IN OF :4e':;::ii.:::::::::::::::::::.::::::: So 0(teF tNTRY .. ..........•....•........: �(a T pEplpCIST...�.';. tnr x x �(' �b2 LOT 215 a _ a / O 1 2B/oNC / / IOA' :.:'•2nd FLOOR•..? '........ . I .....ILD NB^I '_:..::: AL arc;:;:::;:;2nd FLOOR;;.;:;: Ei � v / , T•:..WITH NB^...ROOF A0' __� `` � w ta•auc Dnj / ts• / / /14ff t:::::;::::::::'.: ::•;:::;::::..':•:tLn�.:: : `43, 1 1 c i :::::::::::::.::::::. :ALL::•: 1 o __ ? qs�4( ly�, y� 1 cf EXIST.l7EGK TO REMAIN, rr Oiy aFC/�';�N \ V °• GONSTRUGT NF3I DOORS FOR1 i:;:::{;:::;:{:•`:•:: :.......;:•:::•.....;:::•.:':•:;•::•.:• 62.4 Tro TIE OL'tog"'�Fp0�B0UAr / STORAuE A ON NBd GONG NE s �+�. �' W / WATER S y /LLYPOI� / /'/ / R 4 ::•::.;::.. M I 3 -jJ C5 r _ Mq�K �o�'4c ) V FISH t BRICK AT 4::•: :;:; Y;n:;;s1oRV:c•::h,::•::•::.:.::: � \ � j EATER ¢ � w m / '_ \ �? O,ysO r _ t2•CEDAR TO BE / / / _--- I I X 5 I I J o 0 / _ r• :i::.:.;FRAME HOUSE. ': 2G8 \ :.•..::.:.........:....:; ... / N NtGN \\ �tyt,� oG - _ _ LOT 216 / , / 1 // / / PROP.,-FLw-� � � IX CO v� f t / / F.FL 22.78 1- : :•::•:. 0_ W * t AS E __'__, 43.39 /�/ ♦S.\\\ � / / - - _ _ yl kp' /r !I X �' Pw+1> g I ` 7 2O� :: Dox ^r0• / -�- 7' > \\ , F/�P� _ J / / / SLATE/STEPS t6Y /?�MD I I I II it i / ,.7'� \ A+Aa WALLS/ LATE PATIO _ 56�I-8• _ 2,15„ w \\\ CO7 (r E /` �/. l /l SING E.t^_ AF('ROxIMAT�E � f1.5 \ . / �? / / / X / LOdATION I 5 \ / e / X 0 r BE II n m� / // /' ��Eeo _/ Xi 'a9AND°Nm I V / FLAG M / \\ / RF , NAP i- 79.4 . # TU eU a1 ,/ // coL�tie X/Exlsrg7PATIO// "' .,.� / 11 I I 3 x�AL�� / +� ,�? \\\\ E�EVB34 R p!/' // // / // ,/ // / ftf 11`Z STOCia1DE FENCE 2F�1 1$`B�// 2lli I I� C* 0 / �` 9S, \\ �/ / ✓/ LOT 21,4 ✓/ l I I I� rn / v ELEV.3.5 �'9 /: / / ✓ ✓ / / �.$ I \ \ I� /f \ I •• I 1: to / G • \ TOP B.H. �+ / / / M /' 75 q • ,r FLAG L A t �%�h�• 84.60' / / / ✓ / , 1 x 21.3 1 x r 1 SN \ 1 I 1 0 0 \\ SEr""` N 86'29' f, , / / / 80.52' // II zz.7 I I-vo-IND. Aq? y2X.8 11 x ` N 0 44 W v,� �/ / PER DEED/LIBER 8533 AGE 258) ONIr� ; \ \ # // N 8 6'5 6'1 0" W / N (AS PER DEED`LIBER 10281/PAGE 427)1 psi. + \ t Ak a CO I \ 301.92 I ACTUAL 1 I °'I w 2 \ \ i HIGH WATER MARK ALONG N +' I I \ !� \ FLAG K FLAG J i i' + WOOD BULKHEAD f' 308.00'I DEED I �' I 1 /Jt7 O J W - OD ,,- WUNNEWETA POND o P/0 LOT 214 W •� v'3\ o N I o z 3 U \\ AL N N 10 1F McSHERRY I M a DWELLING 0 w USES PUBLIC WATER \ i » j 5 6$• NOTES: 1. ADDITIONAL WETLANDS, IF ANY, ARE NOT SHOWN. 2. ADDITIONAL UNDERGROUND STRUCTURES, IF ANY, ARE NOT SHOWN. 3. WETLANDS `LINE INSPECTED BY SOUTHOLD TOWN TRUSTEES SEPT. 26, 1991. 4. LOT NUMBERS AND THE LOCATION OF ISLAND PATH REFER TO "AMENDED MAP A OF NASSAU POINT" DRAINAGE SYSTEM CALCULATIONS: FILE No. 156, FILED AUG. -16, 1922. LOTS LINE AS SHOWN ON FILED MAP - - - - - - - DRIVEWAY AREA: 5690 sq. ft. 5. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 5,690 sq. ft. X 0.17 = 967.3 cu. ft. EXISTING ELEVATIONS ARE SHOWN THUS:.3.5 967.3 cu. ft. / 42.2 = 23 vertical ft. of 8' dia. leaching pool required EXISTING CONTOUR LINES ARE SHOWN THUS: PROVIDE (2) 8' dia. X 12' high STORM DRAIN POOLS 6. FLOOD ZONE INFORMATION TAKEN FROM: �:-:., FLOOD INSURANCE RATE MAP No. 36103CO502H PROPOSED 8' DIA. X 12' DEEP DRYWELLS WITH OPEN GRATES FOR DRIVEWAY RUN-OFF ARE; SHOWN THUS: *"*'0.:.; PREPARED IN ACCORDANCE W H STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ZONE AE: BASE FLOOD ELEVATIONS DETERMINED BY THE H A.L.S. AND APPROVED AND ADOPTED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TI L SUCH USE N. THE STATE LAND ROOF AREA: 3,260 sq. ft. TITLE assocwTloJN ��OF NeW 7. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. TEST HOLE DATA 3,260 sq. ft. X 0.17 = 554.2 cu. ft. 1 TANK; 8' DIA. 5' LIQUID DEPTH 554.2 cu. ft. / 42.2 = 14 vertical ft. of 8' dia. leaching pool r ' u d 8. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. (TEST HOLE DUG BY NATHAN CORWIN L.S. ON JANUARY 18, 2013) PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS I 1 POOL; 16' DEEP, 8' dia. EL 121. Bldg Dept copy from ZBA o' Final review eV ents PROPOSED 8' DIA. X 8' DEEP DRYWELLS WITH GUTTER LEADERS FO RIVEWA RUN-OFF AIRE SHOWN THUS: EXPANSION POOL MIXED SAND : LOAM c, ZBA File# 1.0• ' Date: PROPOSED LEACHING POOL w a.. N.Y.S. Lim. No. 50467 PROPOSED SEPTIC TANK r 9. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PALE BROWN FINE UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin 10. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND To COARSE SAND sw TO THIS SURVEY IS A VIOLATION OF REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. SECTION N 7209 LA OF THE NEW YORK STATE EDUCATION Law. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EL. 0.3• EMBOSSED SEAL SHALL NOT BE CONSIDERED 11.8' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. WATER IN PALE BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. FINE TO COURSE SAND SW IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 17 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 AND EASEMENTS OF RECC ORD, IF James ort, New York 11947 James ort, New York 11947 ANY,, N NOT SHOWN ARE NOT GUARANTEED. P P SURVEY OF PROPERTY SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 14-36. 1 1000- 111 - 14-36.3 SCALE 1 "=30' OCT. 8, 1991 FEB. 12, 1992 (ADDED PROPOSED DECK & POOL) JUNE 19, 2001 UPDATE SURVEY AUGUST 18, 2008 UPDATE SURVEY DECEMBER 7, 2012 ADD WETLANDS & PROPOSED ADDITION FEBRUARY 23, 2013 REVISED PROPOSED ADDITIONS Ro►'D �� APRIL 2, 2013 ADDED ADDITIONAL SETBACKS Ec� MAY 28, 2013 REVISE PROPOSED HAY BALE LINENN APRIL 8, 2014 FINAL SURVEY SO TOTAL AREA = 104,910 sq. ft. (TO TIE UNEs) 2.408 acres UPLAND AREA = 76,199 sq. ft. P 101 LOT 218 1.749 acres / S 63'34'10" E / m 31 .46' � CERTIFIED T0: , 6, ARTHUR SKELSKIE 4' ��$ � ! ,� '` 1 2 „ E 803 Cm. i NAN MOLOFSKY 1'1 S 89038'20" E 18.2 FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ,�r00. IA WUNNEWETA POND "� 60.00' a. 14 / ING BANK, FSB o cc a WUNNEWETA PONDS i /e`` I P101 LOT 218 •'i. .. I c°n, 22'02'21" W N 31033'33" Wr 61.08' m 15.96'15.96' _.._. 3 33, / ► N 30636'50" E / 062" . ► 5.27' ° i LOT 217 I �� lb AL AL A6 45 i� I to i' ours) a .. .•. �• A, / 8 � + ` sHOwER / o '` r Niciy 4.6$' /' I /' �c� •.DwuN I I (O // /�T ROOF 4.4• W 2.8' , � 4`Y W4 r. �` . I S 43'34'06" E ,'S/ " ti of wooD srooP I 1 Do O j ° '` i 'k . 31 .50' h�/ ��L �t s�s SW 10, / ' 43 . '` ` x ``\\ , g3.01' /' ' cfigeio� _ _ WALL - N 12sn �4 pt�j. p��' LOT 215 — \ I I �y �Ny� AL * 5.7'' r \ W \ *th AL ,L A16 off OLcU 1 V / O B ��i'POOL.,to. 2 " 1 VAALVTERE `' ~ - SEPTIC SYSTEM TIE MEASUREMENTS adz Och,.,�rFO°S b� 4S / �a vt 4 ATER _°QP ` / WATER S, , HOUSE HOUSE �• QY N # '�K zo,�� ) � N 2.0' � �� '-"�-L�cHwc \ M� CORNER A CORNER B / SAC AL A acrtiy>� — LOT 216 �sErnc_—— POOL No. 1 r, ❑ ❑ / _` , \� 8.3' TANK w ti ' r+� E 14339 N 3\\ \ ,. _ 20.0' m coND. I SEPTIC TANK 31 20 _ _ _ aR 19 COVER 8•?7; ;;\\ '• / / Ficeo _ _ SLATE� P 16.3• —U A j� LEACHING POOL 42. 31.6' / # + ,�— ,15,. w 3 �\ / 9a coT� _ — +t _ Z nE uNEZ_ I COVER 1 TIE�. •53 �� # / m c'Ne — I mxmG MM LEACHING POOL COVE , � I I �I R 1 43 20.6 ,10 AL Ak// F7AG M /' \ Dc / o i I U � � n / t t 9V Nf AL 9 A6�� R 2"I �•` �'`ek`• wppp ,'�;I I � c� a° P/ LOT 214 c jr, M / / S N, !V \ FLAG L AL / ��'• 84.60' / \ h•. Is \'' I O SU WL\ N 8629 Bo.52' I ,(qeq 0 Pq W ' ' \\ • + 44 H/ ! aL ps PER DEED UBER 8533 PAGE 258) I 107.16• �NFp (AS PER DEED LIBER 10281 S PAGE 427) J I \ ' 301.92' ACTUAL C ti \ i HIGH WATER HARK ALONG C3�•\\ FLAG K FLAG J / i OG, WOOD BULKHEAD j � A6 .9 X s°s '' 1�9 WUNNEWETA POND W o P/0 LOT 214 1 - v'3\ c N I `L\\ N N 10 1F McSHERRY \ \Id 5 6$•2� NOTES: 1. ADDITIONAL WETLANDS, IF ANY, ARE NOT SHOWN. 2. ADDITIONAL UNDERGROUND STRUCTURES, IF ANY, ARE NOT SHOWN. 3. WETLANDS LINE INSPECTED BY SOUTHOLD TOWN TRUSTEES SEPT. 26, 1991. 4. LOT NUMBERS AND THE LOCATION OF ISLAND PATH REFER TO "AMENDED MAP A OF NASSAU POINT" FILE No. 156, FILED AUG. 16, 1922. LOTS LINE AS SHOWN ON FILED MAP — — — — — — — 5. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: 6. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO502H PREPARED IN ACCOR E WITH THE MINIMUM ZONE AE: BASE FLOOD ELEVATIONS DETERMINED STANDARDS F S 41ND ADOPTED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. BY su L } N LAND TITLE XFT r r r {{yyyy+ / C�.A � 55<4-7 LAW S _- N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF Ill SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT M41UNG ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 REVISIONS: iAS NOTED COMPLY WITH ALL CODES OF DA �3I� NEW YORK STATE & TOWN CODES _l d I 13 B.P.BP # AS REQUIRED AND CONDITIONS OF F `�I' �'� rUILDING DEPARTMENT AT SOUTHOLD TOWN ZBA 7- 8 AM TO 4 PM FOR THE F( 'LING INSPECTIONS: 1. : ., IOATION - TWO REQUIRED SOUTHOLD TOWN TRUSTEES F",,;' POURED CONCRETE '17- 8 °O`�8� d N.Y.S.DEC ADJUST CHIMNEY HEIGHT 2. ROUGH - FRAMING & PLUMBING ''T r AS REQUIRED(2'-0"ABOVE RIDGE) 3. ':I'iSULATION REMOVE SOOT AND DEBRI 4. NAL - CONSTRUCTION MUST TM BE COMPLETE FOR C.O. :,. _ ALL CONSTRUCTION SHALL MEET THE R iJIREMEPJTS OF THE CODES OF NEW OCCUPANCY OR _ _ -- Y"'.)RI STATE NOT RESPONSIBLE FOR •"`'`�� DESIGN OR ---------- CONSTRUCTION ERRORS. " USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ---- -rr_�._.I_ ��L-�L � I--�-,.�_ L�_L T 1-r �i._ i_ I f - �__. ._� _ .1._-Tl-_ �_��.._� f 1<L L_A- -1,_S-L.l_- _.:�._ J�_.I: —-__�-___ - ..._�_.--_ T 1 I_ LIT 1_ 1_ � ._. ._--_.-.__.----�__.__..,_.._�� ----„�..._...__..��. 1 a__ �._. 1. _. _ �_ 1. _ _.-- - -li,._L.1_. _-- _ _ __ _��,R_��_-- - _-gym_ -y- . r _ —_..._ -._..... - _ ----- ---.- ------ -----_ —__.-__--_. _ ____,�.�—..._ _ __..__—__.. -.�- _ I -- - _ _——_ — -- ----...__--- �._.__.��w-w.... _ _ = Y-- -- _ ___-- _ - - a 0 Q -- —_ _ _ dtlH� Q1 _..-�-- vz --1-- 1-l__ .t 1_ _ —- -- -- _ C_ ___T L _.__T L . r t� �_. li -- 1. _.1 - �T - t s._ __ �_ �� ZI ,1;21, 1,1 r r x rl_ _ _._ T -� -L _�__.L_ 1_..I .. a - r1- I ( ! l_ 1 1_ � l t ' L_1. l ll_ 1 - - '�-- T'r- L - r7� �1 T cr_�yc � o ` - - ” L._ _.�._hI1� :�.�__ -- �1_`. ® � ry z �._ _ _. _�. _�. _�_ _L�. -�_ ITS L c- �C _ ® ® �L E L� -L Lt -Z I �_I_ _1_..�5 l__ r Tl---� �.-_�. . I .� - -_� _ I _J. -, �� __ �__.L.._. r � I � r 1 1 � [�� -' L �__. ..i. O W r I _L L..L.... l.._._ �_. -- - -a -- - _ L I . T _. _L._ _. T_ . �[1 _�.T!..__T._.!_ ..!._. .� _ �.. ..�..-. I_ _ . 1_ - - - - - _ _. ._. _._ _. �__,,.... �._ 1�L L. -1 T - r� _..y. 1.___ _ �___1._1_ ! T..._�l-_ T..___� .._T . ._ _. I_ _1.. .,_�L C.._ L !__L, .._ Z__;I__ __L !.._._ L Y' u r_ L_ _'.�� -L. C _(_;.J ___ ! _. � ,_._�__..l_.�.1_ __l__ 1_l.__, .L.._L_L;.. .:_ _.�_ _ I.L.,._.1_I ��_. J_�r�l ___L �I__� L ._r-..�-_.L-- �__ T_._._.�. � I A 10111 1 . j f =1 C_.1 1._ T 1_ I� .1_L _ .L _ _L. _L_�._.L._.L .L. _ A_-- -_" _C .I l.__�_� I. 1_.� i_. �� _11.. 1_I 1 �-.J_FF- I �. � I.1 L._1__ L _�_L _ _ � . I L -C- - ' -_T U. I f. _� - -, _ -_.> _11---- 1._1J—_L._ 111 1W _1 T� r 7 f r r( ( � 1� 1 r �l 1 . _.1._-1--1LL J. 1 _ T 1_ r T� 1 ----------------------------------------------------------------------- --------------------- ------------------------------------------------------------; '� iJf.,' ;Egs CERTIFICATION PROPOSED EAST ELEVATION 5'-3" +�- ! SAD CONTENT 'T I i iICATE OF OCCUPANCY } SCALE: 1/4" = 1' - ----------------- ------------------ ' SOLDER USED IN WATER •--------------------- -------------- ;'SYSTEM CANNOT PLUMBING a 2110 OF 1%LEAD. ALL PLUMBING WASTE o s ':'WATER LINES NEED ' ---------------------------------------------- -'---------------------------- --------...---------------------------------T�STiNG BEFORE COVERING � ----------------------------------------------- ---------------------------- ------------------.------------------- . �+ �+ U w �I u V ^l ~ rn� w � QD J N I 0 N co ON X061 0 � O 0 G w a V p � 00 \ N-i b�A � \ u ij FTI icy U � � W U) E-L Li 1 11 - —. _�_. V -------------------------------------------------------------------------- ,------------------------------ , ----------------------------------------- ------------------------� N ' + -------------------------------------------------------------------------- ----------------------------- F., un--------------------- ------------------------------------------------------------------°------------------------------------------------------------------------- V. EXTERIOR: 1.INSTALL 6 INCH STONE BASE UNDER WEST DECK FOR DRY STORAGE. EXISTING EAST ELEVATION NEW DOORS TO BE INSTALLED AND KEPT CLOSED VIA S.S. HASP AND PADLOCKS WITH S.S. MERIT 11725-2.5 DROP"D"FLUSH PULL(OR EQUAL). D OF CLEAR CEDAR.COLOR TO MATCH �� = 1 DOORS TO BE CONSTRUCTED SCALE: 1/4 DECK.PROVIDE VENTALATION UNDE DECK. 2.NEW WALK TO FRONT DOOR TO BE BLUESTONE,LAID IN TIGHTLY A� SPACED,RECTANGULAR,PATTERN,6"BASE(SEE SPEC BOOK). OUTLETS TO REAR DECK AND SIDE PATIO. 3.INSTALL EXTERIOR OU 4.REPLACE EXTERIOR LIGHTING FIXTURES WITH LIGHTING PROVIDED BY OWNER. DRAWN: MH/MS am. SCALE: 114"=1'-0" 5.ADD LIGHTING TO REAR DECK AND SIDE PATIO. JOB July 08,2013 6.REMOVE SATELLITE DISH ON ROOF.REPAIR AND PATCH ROOF AS REQUIRED. PROVIDE ALT. PRICE FOR SHEET IMPACT WINDOWS 7.EXTERIOR STAIN TO BE CABOTS. BETWEEN THE DRAWINGS,ITHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOIR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FO)R DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND S6HEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: PROVIDE ALT.PRICE FOR COPPER ROOF '00011 011 -7 - 7N ------- 7 L I L L LT- t --r-[- I 'T' Ti 74......Ll-j-1- f '-F*- T IT I T 7 7 i 1 -1 i I LT ----------- U T- QD ........ L I 7-1 LI Fl T T- r_l_ T I I I Tu ii I L I 7L t L t I L I I I L 1- J� I I- I.- EF-J T- T— T I �j LL I I - to t Ll _l_. .__I.. L [j L L N�— T L L -L i i -T1 111,11— -1- t N EXISTING RAILING AND) U L j DECK TO REMAIN P-1 In T- J 1 1. t U J L 1 1 Ll F-w4 --'I E t T— F- V0 I LT 16—1 I �-! i I- --1]- 11 It 11-T-t1l -T i I L d- I I i L Tr� 1 L L I J.-F-ii EXISTING STONE WALLS TT J-1 L I E L L t -1 LI 1- -111.J AND STEPS TO REMAIN. - ------------ -TL T 7-Ti Ll L I r 1--j if F j- ----------- ---------------- [ —I I I J T --E- -T- J LL PROPOSED NORTH ELEVATION: Ll I i 1 1- 1-L SCALE: 1/4" 1' 4 T A-11 ---------------------------- ----------------------------- I T tF Tt"T I�T REPLACE EX.OH DOOR W/—5'X6'-8"CUSTOM ARTISAN TRIFOLD CARRIAGE O.H.DOOR MEDALLION 200 SERIES(MATCH MATERIAL IN GARAGE ON DRIVEWAY SIDE) -------------------------------------------------------------- - -------------------------------------------------------------------- C) L Lr) 5/4X4 VERSATEX ...... TRIM o S4 cq r--q cu 4, 4 cn 'Lo 2" VERSATEX SILL c' 4 5/4X4 VERSATEX 0 APRON 75 Ln U cc U) 00 P-4 ML11P- u 0 ---------------- ---------------j EXTERIOR: onno ------------------------------- 1.INSTALL 6 INCH STONE BASE UNDER WEST DECK FOR DRY STORAGE. ------------------------------- ®® ,♦ NEW DOORS TO BE INSTALLED AND KEPT CLOSED VIA S.S.HASP AND PADLOCKS WITH S.S.MERIT 11725-2.5 DROP"D"FLUSH PULL(OR EQUAL). ... ............. DOORS TO BE CONSTRUCTED OF CLEAR CEDAR.COLOR TO MATCH DECK PROVIDE VENTALATION UNDE DECK. I ®® 1 ELL'S. 2.NEW WALK TO FRONT DOOR TO BE BLUESTONE,LAID IN TIGHTLY EXISTING NORTH ELEVATION SPACED,RECTANGULAR,PATTERN,6"BASE(SEE SPEC BOOK). SCALE: 1/4" = 1' 3.INSTALL EXTERIOR OUTLETS TO REAR DECK AND SIDE PATIO. ---------------------------------------------------------- 4. --------------------------------------------------------------------- REPLACE EXTERIOR PROVIDED BY OWNER.LIGHTING FIXTURES WITH LIGHTING IDRAWN: MH MS 5.ADD LIGHTING TO PEAR DECK AND SIDE PATIO. SC' JOB 6.REMOVE SATELLITE DISH ON ROOF.REPAIR AND PATCH ROOF AS July 08,2013 REQUIRED. PROVIDE ALT. PRICE FOR SHEET NUMBER: 7.EXTERIOR STAIN TO BE CABOTS. IMPACT WINDOWS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,',THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FO)R APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND'SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: EXTERIOR: 1.INSTALL 6 INCH STONE BASE UNDER WEST DECK FOR DRY STORAGE. NEW DOORS TO BE INSTALLED AND KEPT CLOSED VIA S.S.HASP AND PADLOCKS WITH S.S.MERIT 11725-2.5 DROP"D"FLUSH PULL(OR EQUAL). DOORS TO BE CONSTRUCTED OF CLEAR CEDAR.COLOR TO MATCH DECK.PROVIDE VENTALATION UNDE DECK. IS" I 2.NEW WALK TO FRONT DOOR TO BE BLUESTONE, LAID IN TIGHTLY SPACED,RECTANGULAR,PATTERN,6"BASE(SEE SPEC BOOK}. SOFFIT I 3. INSTALL EXTERIOR OUTLETS TO REAR DECK AND SIDE PATIO. CEDAR I 4. REPLACE EXTERIOR LIGHTING FIXTURES WITH LIGHTING SEALED&FINISHED MORTISE �" _ PROVIDED BY OWNER. BRACKET --- 45 deg. _---��_ 5.ADD LIGHTING TO REAR DECK AND SIDE PATIO. 3/8"DIA. - - — _--- _ — -��-_ - -- -- SATELLITE DISH ON ROOF.REPAIR AND PATCH ROOF AS — - 6 REMOVE SAT w/N THRU BOLT ,___. ____ ___ ---� -.----- _.---•----__.._�.._..____------- --.-_._----------__-_ REQUIRED. w/NUT&WASHER _ _ _ _ _ PLUG 7 EXTERIOR STAIN TO BE CABOTS HOLES -----_.____ - -- _ C___. _�� ___ lid :1 _I- - :�_- _. , -_-,__- 1 _ 1 r ------ ---- .�._ _ ._ _l _1.-_ - - _ � _ - —T O I� H W r- LJ I j Z y _ ia�i 1-- _ C I _ T_�L L._ _ _a1 _ 1�_L - 1 �- d- L.0 L - r �r l- l I 1 -. I �t._-I11..�._T-_ _I �___ l i T_-L._�___1_._L. � -...�_._ � r L� ._I._1. >✓1_1-._1�1__ -_C-.:1 A.C�Z_ �.,.� 1 - - ,� - -L1 - �.� _1 - _ A_ C I - I-_ _ L 1 1 r - - _ __ . _ _1_ I� [ l- l ( C r1 1 Z T 11I L — ILA ( S : - �1� C I� 1 T. �� _I ._ I ?- 1. -_ _-_.l -ILT�I._ j_ 1..._. _ 7 i r __11 .1 _ 1___. • • F—I I- T T �I I _ _7. �___ I•I -_. T __�--I_ l - C I Z - -- _ __ L_. .L_ T C r Q ±Li C - 1- t__ C... r n -__ c.�-+-r , L r- ..�- ,-•---._., �. .. _,.... _.,— -_ _ -r._. -r.. r"�''`� 1,�r_-._.-"._ ! _ _.- _ "_ _.. , , . , -_ --- _"' -�1,---_:.,,,- _]�_---- ---,�_: -_::]1....J---= - ] -II�—_ _ C_-fi _ _. :_ :.: _ 1__t : - . CLEAR CEDAR,STAINED. L-__L (MATCH HOUSE STAIN) _'}=,..• _ _ - _ — C_i .-;. I SITE B I - _.�-- _ _ _-- , REPLACE EXISTING , IT BUILT DOORS TO BE CONSTRUCTED OF CLEAR CEDAR COLOR � -- a i-� WINDOWS TO MATCH DECK.MOUNT WITH S.S.SOSS 212 INVISIBLE HINGES,VIA 1 S.S.HASP AND PADLOCKS WITH S.S.MERIT 11725-2.5 DROP"D"FLUSH PULL ; 1 EXISTING HVAC VENTS I ' TO REMAIN 1 -C. T-.�_. ...--l..r�_�_J_ CLEAR CEDAR TOP AND BOTTOM RAILING ' 2X2 CLEAR CEDAR BALUSTERS,POSTS 1 Q 1 CEDAR TREAD,PAINTED RISERS EXTEND SIDING w/FURRING STRIPS ; 1X6 T&G VJ CL CEDAR APRON 1 1 1 AND SHEATHING AS SHOWN (TYP.) I , ' ' 4—————————————————— 1-----------------———-—-———-——-— ' 1 � O/ 1 1 li-------------------'---------------------------------------`------------------------------------------------------------------------------------------------------------ -I ----------------------------------------------------------------------- ----------------------------------------------- ---- `-------------------------------------------------------------------------`---------------------------------------------- o u PROPOSED WEST ELEVATION SCALE: 1/4" = V ° " 1 41 w 0 c*� N G m �; o rn r. X � U c' � N G v W N u w \ , Fm N ' cn i' /l u t t 7�_g„ 1 � 1 I ' 1 I u_ �± ------------------------------------------------------------------------------------ ---------------------�� DRAWN: MH/MS ------------------ --------------------------------------- ---------------------------------------------------------------------------------------•--------------------- SCALE: 1/4"=1'-01. EXISTING WEST ELEVATION July 08,2013 3 1.011 1 11 PROVIDE ALT. PRICE FOR SHEET NUMBER: ------------ ------------------------------------------------------------ ------------------------------------------------ SCALE: 1/4" = V IMPACT WINDOWS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,ITHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FORT APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A 3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOPR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SMEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: _TT�_�=u�:��.�..-vim—_:_ _ �_�_. _ -� - - - - �-T�=�°�.�--Tr;:�=_T-T�.�;,�7- t--FE T T T E Tt i L T-- L I I 7T L . j1 IT I I V) Z LIU - L L- P. L I T _L _.1___T _ _ __ . _. T- -—---- L — -i I L I L 04 C'n JT- L I - _ -- .- I I 1 -1 - T T1 .I� L -i C'4 TT J -L 4�-�44� C) L IL L 1 0 T T l _Z TI_ _1__1 Ll EL 14- -r� � _T7 _ . � T l I 1 T IT _L TL -L L = -�_ - _ _ �c_Ll: _ -T.. :I_ --- �I.�_��- _:_��:_T 1 .r .._ _ � ._� _ T zT-- . .. _�--� _T_T I _ _ _I� T_;_ _ �._. Il. 1. .ST _L T_ _T L J __ l T- _ T_ T_L . T .-J T- 1 1 7 O 17 ---------------------------------------------------- ---------- ------------------------------------------------ WINDOW WITH -------- ------ INTEGRAL MOUNTING ---- ---------------------------------------------------------- ---------------------- ------------------------------------------ FLANGE PROPOSED SOUTH ELEVATION MINIMALLY EXPANDING t~ POLYURETHANE FOAM OR CAULKING APPROVED CAULK SCALE: 1/4" (AROUND WINDOW RSO) WRAP GRACE VYCOR PLUS INTO OPENING(JAMBS&SILL) LAP AT JOINTS (UPPER SHEET LOWER SHEET) UNDERLAYMENT OVER SHEATHING INSTALL GRACE VYCOR PLUS AROUND PERIMETER OF OPENING cn WINDOW SILL DETAIL C;' COO 2 �4 cj SCALE: N .T.S. wC U3 LO 004 WINDOW----am- 0 4:� CO U r-4 cn \0 un 00 BEVELED CEDAR cq C) PAN FLASHING SIDING .4 STUD WALL WINDOW SILL DRAINAGE DETAIL u u L ill LI'li-i SCALE: 1-1/2" = 11-011 EXTERIOR: 1.INSTALL 6 INCH STONE BASE UNDER WEST DECK FOR DRY STORAGE. NEW DOORS TO BE INSTALLED AND KEPT CLOSED VIA S.S. HASP AND PADLOCKS WITH S.S.MERIT 11725-2.5 DROP"D"FLUSH PULL(OR EQUAL). -------------------- DOORS TO BE CONSTRUCTED OF CLEAR CEDAR.COLOR TO MATCH DECK.PROVIDE VENTALATION UNDE DECK. - ----------------------------------------------------------- - ----------------------- --------------------------------------------------- 1:4 2.NEW WALK TO FRONT DOOR TO BE BLUESTONE,LAID IN TIGHTLY EXISTINGSOUTH ELEVATION. SPACED,RECTANGULAR,PATTERN,6"BASE(SEE SPEC BOOK). SCALE: 1/411 3.INSTALL EXTERIOR OUTLETS TO REAR DECK AND SIDE PATIO. 4.REPLACE EXTERIOR LIGHTING FIXTURES WITH LIGHTING PROVIDED BY OWNER. 5.ADD LIGHTING TO REAR DECK AND SIDE PATIO. V 6.REMOVE SATELLITE DISH ON ROOF.REPAIR AND PATCH ROOF AS 24" REQUIRED. DRAWN: MH ms 7.EXTERIOR STAIN TO BE CABOTS. SCALE: 1/4"=1 JOB#: July 08,2013 PROVIDE ALT. PRICE FOR SHEETNUMBER: IMPACT WINDOWS NS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FAR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A 4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,;,THE SPECIFICATIONS, MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES F(OR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A B 33'-4" ------------ - ----- -------- -- ----- ---- -------------- - L 1 I II II 11 II 11 II II I 1 I I 11 II II II II II 11 I 1 I 11 II 11 II II 11 „ , 1 I I II II II II II II 11 I , 4 11 I ;; ;; FRAME OUT WALL UNDER 1 I II 11 II II II 1 1 1 DECK(ACQ FRAMING) 1 I II II II 11 11 „ 11 1 , 1 I II II II II II n 11 I ^N I 1 II 11 II 11 II II II 1 � 1 11 II II 11 II II 11 I I 11 I 1 EXISTING DECK ' I I I I I , ADD VENTS(MIN.2-8"X16") ;; ;; INSTALL GRAVEL BASE It "I ' �1 (DOORS TO HAVE HASPS&PADLOCKS, OVER EXPOSED SOIL 11 INSTALL GRAVEL BASE OVER DIRT ;; ;; it 11 EX.2X 1 u ll n u a Il n I 1 1 n ll n n ;FRAME OUT WALL UNDER DECK(ACQ FRAMING) 1, FX-.?Xg Ill ra,16110C , I 11 II II 11 II 11 II I 1 1 II II I II It 11 I 1 BLOCK UP.114'.'.: nl.'.' BLOCK UP ; Z EX.VENT, EX.VENT. 2'-10" 5, 6„ O ur nr' 1 I, 1 11 W 111 III' 'U > ;;;'• ;;; O'.j< 6X6 ACQ POST ili m•!i' 12"dia.CONC.PIER �{ ---------- ur �- �� 3'BELOW GRADE EX.STRUCTURE'' . r r r'J CANTILEVER n1 ul INCOMPLETE ` - , r - nl , 2X8 ACQ GIRDER EX.WINDOW EX.WINDOW r r r u I'• ." 1 n' TO REMAIN u 1 u TO REMAIN CN r r r i''1lb �G� 0 :- '.. ;, •. .' .. 'ur ," In . '. -• .' - _ unl fir,'-L`�`J I--I 111.' 111 --------------------_±lul-==-=--=__--- L� V U y EX 2X6 FLUSH BE un,- - -- --- "N r -------- 8 O r � I11 11111 �\ ; ,u l.. .• --- ---';n 1'" uul EX.CONC.SLAB i 1 @ 1 �i 111 1 III lull 1 t Q vl 1 ln4 'I 11111 11111 ; �----� w ---- ;nn nn; nn - 1 ------ ------------------------- REPLACE S .DOOR • ul ul i X O n1 T ul 111 16"X8"CONC.BLK.PIER" III ""' ° ""' "" �/ 4 �" N ; w/CUSTOM(SEE ELEV.) nl," ul. Inn n,1, uu ®X612"CT u; I' W/24"X32' G 11111 W ' #5 REBAR O e.w.,' nu, a II •------------------- I ,111 ill' 111,1 II 1111 n nr' ' LOCATE UNDER POST nr nnl ul nul � Yr1u 4nu 1 nr' VERIFY LOCATION) . uu, ,Y�lu =u1' 2X4 ACQ PONY WALL v4, 111. nln ^ Lmll nu •.'ul. 111.' nul hnu �,nn 1 ,li. . In unl Y1n inn 5' S/2f1 '-8" OVER SLAB In n1'. . „111 STEEL LALLY COLMN w/ ° LLu1 =_°-------_______ — 1 1 �----------------= T ln' ul' p9un •---- 24"X24"X12"CONC. FTG. lull Xnn - EX.4R6�TUO�D BEA(VI-- ' jJ .'' %,' VERIFY LOCATION IN FIELD "' '" (HANGING) 111 ,,, (III , ,' / I III rq - ul ul l]nn 1 i%j (UNDER POST ABOVE) n1u �Iln 1 �, „ Illli W1111 -------------EXIST1)\�G BASEMENT 1„ JIIII � III• 111 �II11 f - / '' II11 IIL' 114' '. Iln 1 ; -6 1,111 1„ r EXISTING EXISTING GARAGE uul uu �n ,--__--_ 1 ,;`` )2Xbw/1/2"6rEEL 1 u,u Inl LC) III' l�1 II, i• r ----�,- 1 lilt] fill O EX. CRAWL SPACE. III'. 111 I /' � i; N%i., ------,-- , 11111 1111 -- .'nr. -- f, ;'',' 1❑ ---------- - ----------------------- ----- 111 In WI1 1 �, 1 1 II (III nl l , j' j' UP ---- unl __________________ - ----- (2)2X8 GIRDER -- ' N rn .111 �.I1111_ I .^. 111 111 II 111 , ,� .% I III " 111 111 IIIII I l 111 4 CONC.SLAB BE-I-WEEN BREEZEWAY AND NEW WALL nu; a --- ------- -- - -' ) -- --- - ;nr .. n1•,. - --- --- ---------- -- - #5 REBAR @12"bC r� ,�••1 2X6 171 1 e M &AT FTG. P. �•-y � z IJI 1 1 111 "111' 11,11 r.-x. 011111 7O . D a va -. D a vQ 111" ; \ IYII11 ' + •_- - , _ _-..______-_____._.__. ____.._ ____.__ 3/ ' #5 REBAR @12"OC O O nul -1 7 \ Intl o STEEL LALLY COLMN w/ ; &AT FTG. (TYP.) x •', nl. Inn _.._ I Ol fill 24"X24"X12"CONC.FTG. 1 t 161-0„ t1' U fir 111' '3; ;�/ERIFY LOCATION IN FIELD F�1 U nnl III III 11111 n = 11111 X 1111 (UNDER POST ABOVE) . 5 —63/4 �-----' x{1111 III .1 1' , ill Inll l I n' I ni. 1 I 1 VI/ •p...l 6 3 16 X8 CONC. BLK ": .. . "Tr' --_--_-_ ' I unl z 1).NEW FOUNDATION WALLS TO BE 8"THICK POURED CONCRETE,3000 si.9 .','an .• ;, ..'.'. ul ', ON WALL IF nul a P N ) ' $ HEIGHT ABOVE GRADE TO MATCH EXISTIN nn1 EXISTING BASEMENT ? G ADJACENT WALLS(VIF). [J� =� STEEL LALLY COLMN w/ =N nul c EXT UNDER POST ABOVE'. ' d ERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. vl 16"XS"CONC. BLK-PIER' nl ' 24"X24"X12"CONC.FTG. Wall o alr. • , cD Qn„ w RESIDENTIAL CODE WITH A BITUMINOUS COATING. Q� nl w/24"X32"X12"FTG. nl', VERIFY LOCATION IN FIELD I °_tillll #5 REBAR I UNDER POST ABOVE t71n1, NOTE: @ 6"OC e,w. ( ) 2 . FOUNDATION TO HAVE .� nl LOCATE UNDER POST ul co p1I111 WELL TO REMAIN FOR IRRIGATIbN ) 16"X8"CONCRETE(2X4)KEYWAY FOOTING. „I l , C1'"" FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL F V 1 .. n nn /E)C Xf OOTINGS TO E I i ��_ R FY LOCATION ,,, „ 1 a — — __-- — -____- — —63/4 _-___ 3 I--! REST ON UNDISTURBED SOI ( INIMUM 3000#CAPACITY). 6 6 11 81/z 2 7�/� ,3, 81l�. , . 8 111/2 5 , ;;;; BLOCK UP ALL L M III III. r 'Allll III '___ """' "",• 1 1 • I 1- "" EXISTING VENTS 3).EXISTING AND NEW CRAWL SPACE AREAS TO HAVE 2"THICK CONCRETE nI . SLAB. p XI R , ,' E STING STRUCTU E ,'.. ' ,: ' - n l ',' - ---- -r --- 16"X8"CONC. BLK ' u, -----' I nu' a 4,SLAB AND FORMER BREEZEWAY TO BE 4 THICK,3000psi CONCRETE ON m cV 11' I '�'�' BASEMENT/CRAWL SPACE: ) o INCOMPLETE "" " ON WALL(VIF) - COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE 1� v ______ III'.. 16"XS"iCONC. BLK.PIER'' • UNDER POST ABOVE 111 XS"CO 241"X3 --'I ---- F- - ADD 6mll POLY VAPER BARRIER TO CRAWL SPACES SLAB MEETS ADJOINING WALLS. ��1' 16" NC BLK PIER �� "� w/ 2"X12"FTG. 1. . III w/24"X32"X12' FTG. ,I, '• ul p Cn i 111 O #5 REBJAR @ 6 OC e.w.' n,. S .PROVIDE 4X6 MATCH HOUS #5 REBAR @ 6"OC e.w. ,— ' ,,,' ) ( E AC SILL PLATES �O + u1 2.INSTALL DE-HUM( IFI ATt ) Q UNLESS OTHERWISE nl LOCAITE UNDER POST :• D C ON SYSTEM FOR ENTIRE BASEMENT. .� v n1 � SERV ICE L CA I N TE O TE NDE P O D SILL P T U R OST''- LA E T •"� S O BE I T NS ALLED O • ' • • \ (VERI6FY LOCATION) EXISTING STRUCTURE . , •��r. . ' . % ND OVER COP-R-TEX TERMITE SHIELD � O � O (VERIFY LOCATION) i;;'. CD n A FOAM OR FIBERGLASS SILL GASKET. Im fir INCOMPLETE 111' F7+ v n 1' ' GC TO HAVE VENTALATION SYSTEM INSTALLED m '#5 REBAR 12"OC: Ln 0 + ' .',Op '.'nl. '•' ul . .'&AT FTG. P. � ;;; •' BY WAVE HOME SOLUTIONS 6). PROVIDE 5/8"DIA,ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF o •� }. • ',•SEPTIC, " '.•' • , • '.' CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TOE � �H U www.wave -293-9577 _ WALL LEGEND hamesolutions com 1 800 HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH .5 ,� d+ � 2" #5 REBAR @12"OC nl'. _ - v MODEL No.WV-SCBT ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 S UAR WASHER AND NUT. .. ,ni .of .� o } 1 ' Q E &AT FTG. (TYP.) nl• "36X24 ACCESS.',' _ "' .OPENING I : 1 , LEDGER BOARD TO BE FASTENDED [EXISTING WALL] Lt) CJ m _ ' ' TO BUILDING WITH TIMBERLOK® - - 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE n p ; SELF-COUNTERSINKING SCREWS •[NEW WALL] BLOCKING AT 8'-0"O.C.AND MIDSPAN. N v _ 2X6 FJ r _ ' ' BY OLYMPIC MANUFACTURING ---------- NEW CRAWL SPACE o ----"-"--'------- .� c '-.@-160C - -.--______.___ -____._...__.___, o , . (25CREW5 @32"O.C.) [WALL TO BE REMOVED] -4 ' 12"dia.CONC.PIER , I O ' va vo •d _ va vo •� 1 10 I - ; 24'X24"X12"FTG . , TBELOWGRADE ; 11 1/2 (3)2X8 ACQ GIRDER W � � 1 - +-------- ------- - - FOUNDATION PLAN S N A 1 — " 8' 01' 1 — 11 4'-31/4" PROJECT NORTH o 10 H SCALE: 1/4" = 1' E 5'-•103/4 10' 0" 4'-31/415 � B W COODINATION WITH SUBCONTRACTORS: / 1 1.GENERAL CONTRACTOR TO COORDINATE WITH SUFFOLK SECURITY UPGRADING ALARM SYSTEM AND SECURITY THROUGHOUT HOUSE. 2.GENERAL CONTRACTOR SHALL COORDINATE ALL INSTALLATION BY DRAWN: MH/MS �."°f SUB CONTACTORS(ALARM,CABINETS,PLUMBING,.ELECTRICAL,etc.), ; SCALE: 1r'4"=1'-0" INCLUDING FIXTURES SUPPLIED BY OWNERS AND DELIVERIES OF ANY JOB#: MATERIAL,APPLIANCES, FIXTURES BY OWNERS. '; • July 08,2013 3.GENERAL CONTRACTOR TO COORDINATE ACTIVATION AND HOOK UP ' tKt. .;w s� SHEET NUMBER: WITH SUFFOLK COUNTY WATER AUTHORITY. � R '' -' - } i, PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SFPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWN 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELLIVERY OF EQUIPMENT AND MATERIALS AND ERN FOR APP ROCKI G ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 Q N REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEET'ROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: DESCRIPTION AREA: DESCRIPTION: AREA: EXISTING 1ST-FLOOR LIVING SPACE- 2460.8 SO.FT. (TOTAL)IST.FLOOR LIVING SPACE w/ADDITIONS: 2482.5 SQ.FT. EXISTING 2ND.FLOOR LIVING SPACE: 7045.9SQ.FT. RE-BUILT 2ND.FLOOR LIVING SPACE(EXPANDED): 1370.3 SQ.FT. r EXISTING GARAGE.• 528.0SQ.FT. (GARAGE TO REMAIN(NO CHANGE) 528.0 SQ.FT. I DOOR GRACE VYCOR FLASHING DBL.RR(SISTER I EXISTING BREEZEWAY,• 160.0SQ.FT. (TOTAL)BREEZEWAY ENCLOSED(EXPANDED): 234,0 SQ.FT. I INSTALL#5 REPAR @ 12"OC OVER 4'HIGH PT PERT INTO EXISTING SLAB AND WRAP 2'UP WALL PERIMETER NEW RR TO EX.) I LEAD COATED COPPER I _ EXISTING WEST DECK: 345.6 SQ.PT. (WEST DECK TO REMAIN(NO CHANGE)) 345.6 SQ.FT. 72"INTO NEW SLAB. EPDXY TILE FLOOR -_- ALL BARS AND CAULK SEAM DOOR FLASHING(TYP.) (z)11-7/8 ML IX PRIMED TRIM PROPOSED EAST COVERED PORCH: 68.8 SQ.FT. I FLOOR JOISTS 6"HIGH CONCRETE UNDER EX.RIDGE I TO BE PAINTED I I a STEM WALL PROPOSED WEST PORCH: 40.0 SQ.FT. c'. .; EXISTING r'i_<._i 2X8 DF#2 TOTAL EXISTING 4540.2 SQ. FT. TOTAL NEW AND EXISTING: 5069.2 SQ.FT. 1S'� L - -COLLAR TIE- J ___fTII =: = I~l�l�� I ' ==!- llj-- �- -_IIII��I -_II IIIIII ,; - 1�I III1�= =I IIIIIII MUDROOM -_ DBL.2X COLLAR TIE __ B I ra L 1X6 T E VJ ® 1/2"AC EXT.SH w/1-1/2" CL.CEDAR I I KITCHEN EX MUDROOM FRONT EXTENSION I Al SS SCREWS. ® SE FRAMING w 55 SCREWS. SEAL ALL JOINTS AND CAULK GARAGE ALONG INTERSE TIONS. L - - - - - - - - - - - - - - - - - - - - J 2X6 16"0 CD 0 FLEXIBLE CAULK -- SEALANT(TYPICAL) C LEXEL OR APROVED ALTERNATIVE �, � , ,, �• �• Lj 7'-9"+/- 3/4"SUBFLOOR OVER (6'-B"MIN.) 2X4 @16"OC ON MASTER BEDROOM 2X4 ACQ SLEEPERS will EXISTING DECK I [~ 3 -634)$ 7'-101/4 4 -� PARTIAL SECTION- W z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - . .• ' EXIST EXIST EXIST ,' MUDROOM L 1111 11 2'-10" 5'-6" O WALL LEGEND 1 _ __--_ __________ O ---------- ------ ----- ---------- �----- EX.BUILT IN B '------------ ----- ----- --------- ---- ' BENCH _- , WALL TO BE REMOVED -------------- ' X.CONCEALED BLIND ' p . • , 11 En d /\ , Hj mil EXISTING WALL ' °° SLOPED EXIST , ,' - "(SEE SHEET A-10) r... �.,..._ SLOPED ; >4i , _N " CEILING------- 1 ° __[EXTERIOR WALL ABOVE]__-_____- CEILING____--_-__ EXISTING WET BAR TO BE REMOVED E NEW WALL ----- -------------------�- --1---- -------------•--------- _------------- __ ____-__ I ; i I ASSUMED EXISTING BEAM(VIF) REPAIR MOULDINGS/FINISH rn �,' "I -'- ---- >j , 1 , I I �• �- EXIST coL oT EXIST NOTE: I ' LL A � h � Q t � DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL r LL EX. DINING ROOM ' 1 ' Z � N [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6 =6"] O '�/ `� Lu ' d I I /_ ( DIMENSIONS OF NEW WALLS ARE FROM STUDS O T I x ° NEW PORCH I [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] V i , I w I' w� I I , 0 CV SIMPSON 71081 ' I lj 'I'' ----- ' -- 1------------- -------------------------------------------------- EXIST TW20310 FIR DOOM I EX.HB - - - - - I J- _ - - - - - _, -_ - - - - - - - - - - - - - - - - - - - EX.BEAM{VIF) ,r- ,,--„--„-- -(--- 1 + , (3)2X8 HDR. I (3)2X8 H ' Q co 0 CL PATIO: LIFT STONES.REGRADE, ^ O ,I I , _ WINDOW: - _ COMPACT AND RE-SET STONES Z O Q RE CE EX. u^I,I' I i i I I I EXISTING I O of �, I �;'; TO BE REMOVED ; %. 1 1 I O �' ' w PANTRY ° m (SEE A-6) W DOO NIT m j I' I - i d O 1 1 1 I d , REPLACE EX.DOOR , ' 1 i i i i i i i i i i i i i i i i i ! i I EX. KITCHEN l]i l -, i 0.E-USE ' ' DOOR w/IRC.HINEGES, '^ --^ ..._., ..-.._...-•^� 17 1 1 ! 1 1 1 1 11 1 1 1 1 I 1 1 l i 1 1 WI 1 I, I d EXISTING CABINET I dl ' BLT I J I 1 1 I, IN FIR FLOORING I I d I 1 1 &STEEL JAMB (TYP.) T ti I I I I 11 I ! I I I _ D EX. LIVIN4 RO'QM NEW CABINETS - - I I 1 1 i I I I I I I I I I I I f.. a, I I I I I I I 1 1 I I 1 ' I l I I .'/� , I 'x"I I ® . 1 1 ! I I I OAK FLOORING I I I I I I p l'l O 1 xl ' 1 1 1 i t 1 1 1 1 I t 1 1 ! i 17 f i' I - '/. TRUSTILE TS5000 DOOR "I I' ' ' ,'' ' I �� ; X ; 1 EX. GARAGE �'I' W 7'-41/2' 6'-1>, ,_51/2„ °° x �+I 1 I I ! I I 1 1 1 1 1 1 I I 1 1 I I I 1 1 1 1 1 1 1 I I I SS-SQUARE STICK PROFILE W '" °° ' ' N, , " I _ I V l i I 17 t 1 1 1 1 ; ! l i 1 1 1 1 �/ I Q,1, , lol FIR FLOORING Q) MUID ROOM O '� C-FLAT PANEL ' la ' TILE 00 . i 1 FORMER BREEZEWAY 1 " SSL/ ED E 5TI G,BEAI}A� IF' ' 0 0 ,, , 1 „ , 1 „ , Iml , 1 " ........ _�__Y1_N __ N__1..__..__. . -_.___�___ ___" _ _ _ _ _ , 0/2 4 -8/2 5 -8/2 M EFL RING 0 I - I � O EX. BEAM , ' Jul--- 4 -•---+�--- *-- -� -- - **--_*--*---..--, ,- „ - .--. � - --- y NJEW ' NEW 6"h FLOOR OVER IL) I I ? 1 1 1 I I , I ; I I I I I I i t 1 1 1 1 i f 1 1 - I I I �,r --- -- 1 ! V I I I I I I t I I I I I I I I I I I I I I I I I I I I I �,,' •,�,,, 2''6" 1 I EXISTING SLAB I f I' -_ - INSTALL 5/8"TYPE-X 1 ' ' I I , , I ! I I I I 1 1 f l ! ! I I I i i t M l MOVE 1 1 R F+-I DOOR ;'; --------- \ ' AND ; ' FIRE RATED S ' ON WALLS AN + I l d IQ •' r .:, (MINIMUM 5') 1 1 1 CI 1 BROOM rtlYi/// 1111 f l I I I I I I 1 I I i 11 I I I I I I I I I I I I � ' �' % ,/ 1•- ' 1 1 1 1 I 1 I I 1 1 i 11 I I I % lA '1'Z I I 1 I , I I I I 11 I I I I I 1 1 11 1 1 ! 1 i `/ ` I 2,-2„ CLOSET I w ' r ° � 1 I 1 I L•� i X I i l i BLT I (3)2X8 HDR. (3)2X8 HiD DIRECTION (VLF) 'I'W I I I I I 1 1 I I 1 i l I I ® ,. I 1 1 1 I ' I EIXISTINIGI STPO&URA�.BEAI`IIV TO Bi EXPOISED BY CONTRACTOR WORE I I 1 1 I 1 IN --------------- :- T-0" COM NCE 'ENT iD W 4 K F ARC' 'ITEC TO N, PECT I BE Ni IS M ( CR H 4 1 1 EX. TW2842 SlMPS N 7081 I I I PERF!ORMIING ORINEEDS REPLACING., I I I I I . I; FIR O(OR ; ►� N 11 I I I 1 1 I I I 1 1 EX. I 1 l a w 1 1 -max �- •'� 1 1 1 I I I I I I I 11 I I I 1 1 ! I 1 1 11 1 1 11 I I I 1 C I I x 1 1 1 1 W M EX,HB 1 1 I I I I 11 i t I I I I I 1 1 I I I 1 1 ! 1 1 I I I I a �1 1 j "'- W FWHbDb11APLR 111 , I I d"1 O / -.� EX.BEAM(VIF) wI ,_m.._....___.-.._..� =� _____�_____ 4,- 1/„ 4,-7,1 REPLACE EX.O.H.DOORS REPLACE EX.O.H.DOORS (3)9 1/2 L HDR. REPLACE , - - - - - - - - - - - - - - -� ¢ 4"1 �. 7'-31/2" 1 2 0 ! 1 m 1I, C4 O :N ----- -- w Enl 16'-0" o R, a! ---- -- q E c I d 1 1■1 1 --- w �11' tau O `� H 00 n _'11 _^ 1 I I I ' 5 - d - - -- d LLJ C�1 1 W I I - In U v = N L L `Y _ , 1 1 , 1 w G 1 1 I- EX.HR �1 CI] O N N ' ' N EX. BEDROOM "� N 1 • -- --- ' I'- Ex. _..._.__....._ No. 1 '� v O O �! m^ ---BOLTED TO DBL R.R.---' �1. 1-' , POST ABOVE BEAM , _ 5-0", TO SUPPORT HIGHER 1 y`W[ 111 _-_--_- 1 BEAM OVER STAIR o � L \ I�l 1'=I r RE-USE EX. '�' (3)1-3/ X71V4 ML w/ to SHOWER 4 ' C, ;3; ,-I W/D 2 1/2 STEEL PLATE CONTRO ;10",,4 VE vu __(2}.Z-1/4&S.'A!31-4"MELPLAIE_ 2 ;ZL.I ML wJ}/ f€EL PLATE __(2)Z 1L4fAAJ_/3(4_STEEL PL(QE_;'; I ' I w I cu EX. MASTER BEDROOM " 'N - _ --- - --__-TERIOR WALL ABO ] - cn --- - - - - - - - - _ - - - - - - - 2 cv = rz I?I o ' I HAL WALL w/ [EX VE FIR FLOORING 161 v , ----- r+) I _._ _ __..._._ GL;4$ ABOVE ; ; -_y ' I 00 I it CATHEDRAL(REMOVE EX.CEIII '11 --------- __} 3 Fw-;■ __- _ M w EX. ENTRY q - _ EX. BATH [V a' 1 1 1 I Q , t J-71 - -r fa- '�' IST ' I O 1 ' °' ' 'Y ] p No• 1 EXIST BURY ELECTRIC ENTRYf: BATHS: W '�i ;m; �� I;I; fV ' I '5 d' ,�'w,,,II I� --- -- ' 3 W LINES _ IXI 'ryl EX. M. BATH ; ; _ a g 1.REPLLACE EXISTING BALUSTERS,RAILING AND NEWEL POST AT MAIN STAIR. 1.ADD NEW VENTILATION FAN IN MASTER BATHROOM ALL NEW BATHS. i 7'- ' ' w ALTER EXISTING ° ' I I _ 1 L 1 11/2 ,Ir E'�' a -' 2.REM40VE EXISITING WOOD PANEL BOARDS ON WALLS.REPLACE WITH NEW KITCHEN: o[cN .2i'. <,; T , ,- 'i� ; ' I ti W 1).PLATE HEIGHT AT 8'-8"UNLESS OTHERWISE NOTED. N o rn ; ' ' Cn IoI '' W 9'-0" 3'-41/z"� ' t f v ° WOoOD PANEL DESIGN. 7.REMOVE SCRATCHES AND REFINISH FLOORING. 1 I I Ion 3'-10 3 -1'0' w 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS fJ) TRIM EBY GC 1■1 3)2X10 HD AT 16"O.C.. LIVING,ROOM: 5'0° 2.ADDITIONAL CEILING LIGHTING TO BE ADDED AS PER PLANS. N m _ ._�--�~ ,✓ �'� 1.REMIOVE COLUMNS AND DENTIL MOULDINGS BY FIREPLACE AND THROUGH- 2'-0" QI ------_-----` ,I Ir 1 3 .EXTERIOR SHEATHING TO BE 5/8"THICK FIR COX PLYWOOD. 2 EX ' ' SIMPSON NANTUCKET,OAK SILL' ' EXI ) OUT(ROOM(PATCH CEILINGS).MANTLE AND TRIM TO BE REPLACED AS 3.REMOVE WET BAR AND CORNER CABINET.REPAIR TRIM WORK.CAP V N 1 n I ' H ; i i ; 77860 DOOR(OR EQUAL) ; i 1 SELECTED BY OWNERS. OFF PLUMBING SUPPLY AND DRAIN PIPE. 1 SHELVES SHE 0 " (3)2X �- .___ ___-1 L-___-_--_._-, (�.-.�, 1 1 __ _ _ ' ' __ _ ---- ---- 1 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. SIDELIGHT(NO DIVIDED LITE 11 ' ' I"� --- �•- � � _L_ '� ' ' PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. I A 2.REP/AIR LOOSE MORTAR AROUND BRICKS IN FIREPLACE AND PATCH HOLE. 4.ADD A DEDICATED POWER CIRCUIT IN THE NEW PANTRY SO THAT a MOVE DOOR TO �' ' ' TW2842 RELOCATE p `.,` E d I I u oI CENTER w/DORMER +� a ' ' " RE-A4TTACH BRACKET FOR FLUE/DAMPER CHAIN TO INSIDE OF FIREPLACE. THE EXISTING KITCHEN REFRIGERATOR CAN BE RELOCATED INTO THE QI, IW 1 1 5 PROVIDE 3-2X10 DF#2 HEADERS OVER ALL NEW OPENINGS EXISTING I ,;�,�\ s b ABOVE(3^+/-) b >y 1 I ° )• PANTRY. „ """"`111 I UNLESS OTHERWISE NOTED.ALL NEW OPENINGS OVER 3 FT. 91/2" 2 -1 p ; ; �v'm' �� TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3.RENvIOVE DENTIL MOULDING AT CEILING,BRASS CABINET DOOR PULLS.RE-PAINT N „ TEMPERED , , p ' ' WITfH LIGHTER COLOR GREEN,AS SELECTED BY OWNERS. 5.CABINETS PROVIDED BY CABINETS PLUS WILL HAVE UNDER CABINET H „ ' ' C ' , , 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. LIGHTS AND UNDER CABINET PLUG MOULDINGS;CONTRACTOR TO -11 TW2842-3 -11 I 1 " 1 1 1 i i 6).CONTRACTOR TO EXPOSE ALL ASSUMED BEAM LOCATIONS AS 4.REPILACE HANDLE SETS ON PATIO DOORS AT WEST WALL,FACING DECK. PROVIDE ELECTRICAL CONNECTION FOR THESE IN ADDITION TO PROVIDE 3'�7CT0'GIRDER�'OXEDTN�-� ) CONNECTION FOR DISPOSAL. INDICATED ON PLAN PRIOR TO INSPECTION FOR ARCHITECT 5.REPIAIR TV CABINET WHERE PANEL WAS CUT OUT.LEAVE GROMMETS IN ---- 1 TO REVIEW FOR REPLACEMENT AND/OR ADDITIONAL BEAMS. CONTRACTOR SHALL NOT CONSTRUCT ANY WORK ON 2ND. NEW BOARD TO ALLOW[ARLES TO BE PULLED INTO NEXT CABINET. 6. REMOVE EXISTING(DISCONNECTED)THERMOSTAT. V 1 ' 10X10 FG RECESSED PANEL COLUMN w/6X6 ACQ POST i ; FLOOR UNTIL APPROVED BY ARCHTIECT. 6.PRWTECT FLOORS THROUGH OUT.REFINISH FLOORS. 7.ADD OVERHEAD LIGHTING IN AREA OF KITCHEN TABLE. x ' ----------"-------------------------- ' 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES I 1 ' WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH 7.RENvIOVE CEILING FAN (AT DINING AREA).NEW FLAT CEILING TO BE 8.STRIP WALLPAPER AND PAINT. ' _____________________________________________ ' FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INSTTALLED.CEILING FAN TO NOT BE RE-INSTALLED.ADD 3 ROWS OF IdI�1' DONWNLIGHTS(QTY.AND LOCATIONS TO BE VERIFIED w/OWNER). 9.REMOVE EXISTING DOOR AND ADD MOULDING TO BREEZEWAY. 1� 8).REPAIR/REFINISH EXISTING FLOORING THROUGHOUT. 5'-103/4 10'-0" 4'-31/4 S.STRIIP WALLPAPER AND PAINT. MUDROOM: 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. MASTEER BEDROOM: 1.HEATING AND AIR CONDITIONING TO BE INSTALLED IN NEW 13'-10" 9'-91/2 6'-513 61'-5 10'-103/4 9'-31/4 MUDROOM(VERIFY). 10).INSULATE CEILINGS WITH R30 INSULATION. 1.SAN1D AND REFINISH FLOOR(REMOVE BLEACHED FINISH).REPAIR/REPLACE DAWAGED FLOORING AS REQUIRED.REFINISH FLOOR WITH CLEAR FINISH. GENERAL: " 20'-2" 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. 23'-71/2" 12 -10 MASTER BATH TO HAVE MOISTURE RESISTANT SHEETROCK(TYP.) 2. FLA1T CEILING TO BE REMOVED,ADD COLLAR TIES.MATERIAL AND FINISH 1.LEAVE EXISTING 5 PANEL DOORS.REPLACE WITH NEW LOCKSETS AS TO BE PAINTED(WHITE)1X6 VJ CLEAR CEDAR AT CEILING. SELECTED BY OWNERS. DRAWN: MH/MS 12).INSTALL SMOKE AND CO DETECTORS PER CODE. °� SCALE: 1/4"=1'-0" 3.INSTALL NEW CEILING FAN AND LIGHTING. 2.ALL LIGHT SWITCHES AND OUTLETS TO BE REPLACED 0I M'9 )• Fv`}; 13 EXISTING ELECTRICAL LINE TO HOUSE TO BE BURIED UNDERGOUND. OWNERS. *S` rti ; JOB#: 1ST. FLOOR PLAN ss4., �- PROJECT NORTH PLUMIB ING GENERAL: � '� July 08,2013 S N 3.INSTALL NEW TV AND PHONE HOOK UPS THRO -f r A i i � SHEET NUMBER: ALE. 1 4n - 1 1.ALL PLUMBING FIXTURES MUST HAVE SHUTOFF VALVES THROUGHOUT R , `4!�y,a. A L AND PROVIDE ACCESS PANEL FOR MASTER BATH TUB. y ; .; E SC / a„ A-6 BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS HOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS NClES BETWEEN THE DRAWINGS;,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION TOR SHAL NOTIFY ARCHITECT OF ANY DISCREPANCIES s ' AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR L S WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND)SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. _-�'�,f>. : PAINTER CT PRIME MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DI SCREPANCI - REVISIONS: - --------------------------- --------------- --------- zm .................................. ................................................................. b � L O PATIO ON GRADE(EXPANDEDI ... ................................... .................................................................T L O REMOVE EXISTING AND INSTALL NEW PATIO LIFE STONES.kEGIUDE, NEW 1 COMPACT AND RE-SFT STONES STONE STEP f T 1 I I . . . .................. O p; . . - I1 1 L 0 6D (NEW PATIO ARFA �I PLANTING ............... BED O NEW STONE STEP CIVI7 ,�sp�•. i INSTALL UNDERGROUND SERVICE O PRIORY O REMOVING AND R EPAVING ....._..� NEW DRIVEWAY O � L � 1� CATCH BAS C IN w/ ® DRdia.X 1 PER SITE PLAN 9ll (2-8'dia.X 12'deep DRYWELLS) F�F.r o•�� G •vv''•�''i"`✓�`% %^`-'�^ k•'•''` ' NEW 5'WIDE BLUESTONE WALKWAY REMOVE EXISTING ASPHALT AND X `� %'• "`• �' ,'� LAID TIGHTLY IN A RECTANGULAR PATTERN RE-INSTALL NEW DRIVEWAY G �x'•r a y'X x`; 2x 'A�",.;>t�;`n"`Y;ti�t'x�,_'��v�` y`r'n .`�y, •, � � � w `/ h:�.-�^' •�v1./i \,r,'y <�r`; >•;•Ai.^•lC, ..:r (`9 /^I�l ll7 K Ar co W^\J T� 1'1 N v N .W o O Ill e-1 '� B LU ESTON E fl .� Q.U CAP m EXISTING CONCRETE RETAINING WALL P4 v V m M r TO BE REPAIRED PER ENGINEER REPORT �- {l cu Z7 - (SEE SPEC. BOOK) In U N RCA BASE w/ NEW j �4 �� NATURAL NEW ENGLAND THIN STONE ASPHALT DRIVEWAY' BY RAM BLUE LEDGE (FINAL SELECTION a , °si °} . =,�F,� r ^y �r` UPON REVIEW AND APPROVAL OF SAMPLES) k -- ! _— NEW G TOIUM BLOCK TOBE MORTARED (TYPICAL) AND CURBING TO BE INSTALLED _-: INSTALLED ON CLEAN SURFACE. GROUT ALL _ — PROPERTY LINE V JOINTS (TYPICAL) VERIFY STONE AND ILIGROUT FINISH AND STYLE w/ OWNER BELGIUM BLOCK APRON RETAINING WALL - , _ :- _ . E-7 A ROAD Ng DRAWN: MH/MS SCALE: 1(4"=1'-0" lJ ti JOB#: July 08,2013 h- ' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTI FY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS„THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6a MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK- DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES F10R DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND)SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A PB 27'-51/2" 12'-71/2" 14'-11/2" 6'-8" 6'-1" 6'-61/2" 3 CX14 2in MULL 3 CX14 tin MULL 3 CX14 tin MULL (3)1-3/4X5-1/2 ML HEADER (3) 1-3/4X5-1/2 ML HEADER r (3)1-3/4X5-1/2 ML HEADER p Z \ PROVIDE ALTERNATIVE PRICE FOR Lu N ACCOUSTICAL SOUND BARRIER I I ] INSTALL QUIETROCK#530 _, �c'I� UNDER FLOORS(SOUNDSENSE LVI) - OR APPROVED EQUAL u' H v I (631)324-2266,http://soundsense.com - ---12 %" 13'-81/2" 12'-2" 2X8 DF#2 CJ 0116_QS�.� X Q SLOPE — SLOPED I ' N - — - _ L CEILING (2)2X10 DF#2 FLUSH BEAM i `M --------CEILIN ------- --- ---- ------------------CEI-------------- -------- -- -l— - - - - ---I --^— _. ALL INTERIOR WALLS TO HAVE @ BEDROOM No. 3 lj SOUND ATENUATOPN BATTS. (TYP.) 1 j BEDR OM No. 4 AW31 __�_ ' 9'-0"CLG.HT. �------- —01/2 cD 9'- „CLG. HT. ; - - � - - - - - - - - - - - - - - - - - - - - - - - - T CU/� D = o r JJ x 'In ry = 51/2” I Q N LOFT — — — — — — — — — STATIONARY - — — — — — — — — 9'-0"CLG,HT. - M M O W _�_ � M OJ '�/}�/ ,• '--------_..-..__.._�.___....._.— �._—� Q WINDOWS Q � w N T-0 7,� � ----------------------- �'= O I I "I ./" r.a�,a \ NEW CUPOLA AW31 _ 2'-6" POST AND BEAM ' _O CENTER OVER TO RIDGE(VIF) z - I / GARAGE a 2 6 2 —6 in N 7 N O x 66" w — — o \ 3'-0^ 2'-6" N ►—� 0 `y BATH No. 3 ° '_21/2' o T [� O 9'-0"CLG.HT. �N 6,_5„ 91/2 ^ Z C-4 0 36 1X76"TUB/SHOWER O O I+nl �. '-21/2' N N I ° L = 3'-11" 111'-111/', 11'-9" 6'-21/2' --5�=8�= ------ i� C 2'-4" - --- -- --- - -- ---------------------- -- - ------- ---- -- --------- -- - - — - — - C 51/2' 7'-81/2" N __ z __ SLOPED ` 1).PLATE HEIGHT AT 7'-6".CEILING HEIGHT AT 9'-0" -------------- ------- cp L - CEI�,ING C 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. '_6" -N - -- PROVI E BLOCKING „ � WALL LEGEND ` FOR IRROR(TYP.) I 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. --- BATH H - m WALL TO BE REMOVED `-'---"--------' 4).PROVIDE 3-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS ` ~ o L ____ _ NO . 2 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 7'-6"CLG.HT. iv V * ID EXISTING WALL ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR K)) MICROLAM HEADERS. E 3 2X6 HDR. (3) 6 HDR. (3)2X6 HDR. (3)2X HDR. -1/2 ML w/j2)3/4"STEEL BEAM =__ NEW WALL 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE (4�4 TEMPERED I TW 10-2 TW20210 , 20210 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 0 iC) i t TW2021a_a ; NOTE: HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. i�J+ _ _ _ — - _ - _ - _ — _ _ _ — _ — _ - -I - ___ ' ' , DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ------------- ----- ---- o rl , , ;----- i ; [INT.:2X4=4-1/2",2X6= 64/2",EXT.:2X4=4-",2X6 = 6"] 6). REPAIR AND REFINISH EXISTING WOOD FLOORING. 0 DIMENSIONS OF NEW WALLS ARE FROM STUDS 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 U w -------``, [EXT./INT..2X4= 3-1/2",2X6= 5-1/2"] AND 2X4 WALLS AT R13. F-+ I ` _ --------' 8). INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL CD U SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF ^' §EDROOM No. 2 ; 'co �' SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 9'-0"CLG.HT. � �- INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON ' r - 2ND. FLOOR PLAN CATHEDRAL ROOF PARTS. I I 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. SCALE: 1/4" = 1� BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. w f-- ` X lilt 10).INSTALL SMOKE AND CO DETECTORS PER CODE. T� .M.. ' , N IIII 1111 V1 m nu nu W \ N (3)2X6 HDR. _" N lilt s N PROJECT NORTH CW335 1.EXISTING RED OAK FLOORING TO BE PATCHED AND REPAIRED AS o un I��' „ ,, "" ,_ „ _ »I"' ' °� '° REQUIRED.MATCH EXISTING FLOORING IN NEW AREAS WITH NO FLOOR. r--I a.., 6'—5 6'—5 3 —7 'I" 7 - 33/4-------_-7-_33/4—II" 5 —10 2'—9 E SAND ANF FINISH FLOORING THROUGHOUT. I V 2 6'—91/2" 2.NEW CEILING FANS AND LIGHTING TO BE ADDED. O cll m y GENERAL: , 39'-71/2" v la, " 1 NEW 5 PANEL DOORS TO MATCH 1ST.FLOOR.NEW LOCKSETS AS '� W (9 SELECTED BY OWNERS. 'Lf A in 4- 0 2.ALL LIGHT SWITCHES AND OUTLETS TO BE REPLACED AS SELECTED BY 04 bbo 4 u B OWNERS. 3.INSTALL NEW TV AND PHONE HOOK UPS THROUGHOUT. 0 R ROOM FINISH SCHEDULE oW � ROOM: FLOOR: WALLS: CEILING: REMARKS: ROOM: FLOOR: WALLS: CEILING: REMARKS: ROOM: FLOOR: WALLS: CEILING: REMARKS: BEDROOM CLOSET: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH EAST PORCH: 5/4X4 MAHOGANY: 1X6 T&G VJ e&cb AZEK BASEMENT: EXISTING CRAWLSPACE: NEW 2"GONG.SLAB UNFINISHED UNFINISHED BEDROOM HALL: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH WEST PORCH: 5/4X4 MAHOGANY: 1X6 T&G VJ a&cb AZEK W u NEW CRAWL SPACE: 2"CONC.SLAB UNFINISHED UNFINISHED LAUNDRY CLOSET: REPAIR,SAND,REFINISH GYPSUM GYPSUM INSTALL DRAIN PAN UNDER WASHER WEST DECK: - - - u � 0 SOUTH DECK(UNDER): GRAVEL BASE 1X4 T&G VJ CL.CEDAR UNFINISHED CEDAR SLATS TO BE STAINED BEDROOM HALL CLOSET: REPAIR,SAND,REFINISH GYPSUM GYPSUM C!1 RETAINING WALL: REPAIR BATH HALL: REPAIR,SAND,REFINISH GYPSUM GYPSUM MOISTURE-RESISTANT GYPSUM 2ND. FLOOR: IM N OUTDOOR SHOWER: 5/04 MAHOGANY 1X6 T&G VJ CL.CEDAR PROVIDE DRAINAGE TO DRYWELL BATH HALL CLOSETS: REPAIR,SAND,REFINISH GYPSUM GYPSUM SITTING ROOM: REPAIR,SAND,REFINISH I GYPSUM GYPSUM MASTER BATH: 12XI2 TILE MOISTURE-RESISTANT GYPSUM MOISTURE-RESISTANT GYPSUM MOISTURE-RESISTANT GYPSUM SITTING ROOM STAIR: NEW RAILING;PATTED SQ.BALISTERS,OAK RAIL&POST Q ST SOUTH HALL: REPAIR,SAND,REFINISH GYPSUM GYPSUM FLOOR: L MASTER BATH WC: 12X12 TILE IS T. f GARAGE: UNFINSHED 5/8"TYPE-X GYPSUM 5/8"TYPE-X GYPSUM INSTALL SHEETROCK AS REQUIRED.PRIME AND PAINT MASTER BATH SHOWER: TILE TILE OVER CEMENT BOARD MOISTURE-RESISTANT GYPSUM GLASS DOOR/WINDOW EAST HALL LINEN CLOSETS: REPAIR,SAND,REFINISH[ GYPSUM GYPSUMx�/,, MUDROOM: 12X12 TILE GYPSUM GYPSUM 42"HIGH WAINSCOTTING w/CAPPING MASTER BATH TUB: TILE DECK MOISTURE-RESISTANT GYPSUM MOISTURE-RESISTANT GYPSUM PANEL FRONT OF BATH DECK BATH No 3: 12X12 TILE MOISTURE-RESISTANT GYPSUM MOISTURE-RESISTANT GYPSUM 42"HIGH WAINSCOTTING w/CAPPING , BROOM CLOSET: 12X12 TILE GYPSUM GYPSUM ENTRY: REPAIR,SAND,REFINISH GYPSUM REPAIR/PATCH WOOD PANEL:IX4 POPLAR OVER MDF(PAINT) BEDROOM No.2 REPAIR,SAND,REFINISH[ GYPSUM GYPSUM COAT CLOSET: 12X12 TILE GYPSUM GYPSUM ENTRY CLOSET: REPAIR,SAND.REFINISH REPAIR/PATCH REPAIR/PATCH BEDROOM No.2 CLOSET: REPAIR,SAND,REFINISHI GYPSUM GYPSUM LANDING AND PANTRY: FIR FLOORING GYPSUM GYPSUM RE-USE CABINETS FROM KITCHEN.NEW COUNTER TOP ENTRY STAIR: REPAIR,SAND,REFINISH GYPSUM GYPSUM INSTALL NEW WOOD PANELING BEDROOM No.3: REPAIR,SAND,REFINISHI GYPSUM GYPSUM .•, T,F ST BEDROOM No.1 HALL: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH BEDROOM No.3 CLOSET: REPAIR,SAND,REFINISHi GYPSUM GYPSUM �"' `°4 PAINTED SQUARE BALUSTERS,OAK HANDRAIL AND PO STAIRS: OAK TREADS PAINTED RISERS 4 KITCHEN: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH NEW CABINETS/COUNTER,NEW STAIN HALL CLOSET: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH x.�w DRAWN: M1//MS NORTH HALL: REPAIR,SAND,REFINISHi GYPSUM GYPSUM r `� F. �"n::,.. '� +� �� SCALE: 1/4"=11-01. LIVING ROOM: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH NEW FIREPLACE MANTLE BEDROOM No.1: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH BATH No.2: 12X12 TILE MOISTURE-RESISTANT GYPSUM MOISTURE-RESISTANT GYPSUM 42"HIGH WAINSCOTTING w/CAPPING 4 Fl. fie.p. JOB#: Juty 08,2013 REPAIR,SAND REFINISH REPAIR/PATCH GYPSUM REMOVE CLG.FAN,CATHEDRAL CEILING TO BE FLAT BEDROOM No.1 CLOSET: REPAIR,SAND.REFINISH REPAIR/PATCH REPAIR/PATCH BEDROOM No.4: REPAIR,SAND,REFINISHi GYPSUM GYPSUM ${ DINING: R �'` ��w� • - SHEET NUMBER; MASTER BEDROOM: REPAIR,SAND,REFINISH REPAIR/PATCH GYPSUM NEW COLLARTIES AND CATHEDRAL CEILING BATH No.1: REPAIR,SAND,REFINISH REPAIR/PATCH REPAIR/PATCH BEDROOM No 4 CLOSET: REPAIR,SAND,REFINISHi GYPSUM GYPSUM " e s � A-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,',THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FO)R APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND!SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: l< A B / / / / 'I �_ 7"" � - ' - "/, -- i-� ',• _-%'__ _ _/>< --J'r-.-/"�-j''•_ "-r.- ! 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'� _ __ ___._,___ ,.._._.__ _ ___.._. __.__ /' , r / , , r /, / / / / I /ATE 2 �2 - ------'-----_-'----- ---- ------ ----- -; - -- -- --- --- ------ /' i 11 / i / / / 00 ' / ,' // / r ' / ;'/ ' /,, /' %/ /' N i Q i 1 M //. ;'/// i x // R F PLAN E PROJECT NORTH 04 7, I ,; / /`/' /' / / % I I 12 .�N + // rr /// ', C'�"� 1F��i, / I I 'f / / r r / I I r,�R �� / ! i / it i/ /' / , i 11 i 1 O I� W1--�;'�r 1'. // /i" /` /' / ��,.ISTALL ^� 11 7,f$U�YbER EX,pp1DG 'w/, r / !/ / ' / I I I9 1b II/16 1� 12 - -- - -- '/- . - - - - - -' -- --' SCALE: 1/� = 1 r I l 4+� (S) r / ,JR 1 f i 1 i -r`' //._ r /_'`_ _L. �'`'' fr_ r !,! j, /1` N L•� I� / ' , /'` i' 12X6'CQLfAg/TI ES,0IRECTLYXJNpER W/' j /' i'r ' I �ijy +/- -'� 10 ' I I _-- __ .- _ _. _ __ /'-._ --_ _ _._ r__ „/� / ,'/ //r 3'SE-GSOE;'DBL/2X8 TIES/SEE SECTIQ�I)/ j ' r , I �.1 �'� ' , F+ i / i / ,/' % I 1 /p I I , I / / / / / / HLI r'I I r'. / // r / / !/ /, //r /, ' /, I i I U a 1 [^ U / 1 ,% /•' /. /' /,: /' / /' i'' /%' // O P�``� fa 12 1 I 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.WHERE APPLICAB'.LE. U / ' ' /r, l// ;';; /, / / 1 I i I lD v �/ ' I j I// r /' /,' j'/ / r % ! r ' / '/ ,r /,/ I / / : ; RR @16"OC cz �`� ��F ; 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED f. / O U I'll /' // / /�� /' / / t RR @lb"OC I , oc ti I LAG SCREWS WITH WASHERS AT EACH RAFTER. / ! ,/'• 1-< /II % ! / /' ! / /' // / /' /' 1 1 i I / /71 V) �" %/ %/ '/ / / / / i w ' 3).APPLY 5/S"THICK FIR CDX SHEATHING OVER ROOF FRAME. // ' '/ ,V I // ' // r' / 12 I _--- --_ _-__----- _---__ --- -- - / ! ; f i, ' l�/J / 'I /' / / / / - / , / / /r' �/ /' I t Q ! I --..,--_-_-�'_ _._"_-_----' - ----._._._....-_---' !' 1 j1 I r! % / / / i' / / / / %'' i' i 1O �� '� -,_ _ __ ; i_ I2 ;/11 / 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EIDGES AND EXISTING TO REMAIN // /, lr/, /'J/ /; / / /,, 1\� O /2 i DIRECTLY TO THE DECK ALONG EAVES. �� I/. .'/'' _ _ _ /,_%'_z'_/ _,,_ __ _- /�_ _ .',r _. _., g. 12 .],, 1 `,~�. 5 .USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ !' I/ /' ;' ' / ' / / / _'/ `' , i @) ly I I 1 RR @ OC i ) __; _.,;__._ , _%_,-./, / - /'/ !/` --''%;% ` - j 3\�+ & e II 16 Co i i i 1 \ i 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDER,LAYMENT. 16" /' / '/ /' I„AIRSPACE MIN. v l _,____ _._ b).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS RR @16"OC , WITH ROOF AND SIDE WALLS(TYPICAL). w/BAFFLE 11 011 12 I � ; Z ; ; 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING o MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAY'MENT. --._---_-__----- - R UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1/2 ROUND GUTTER cr) 4 � p COMPLETE. I I CORAVENT (WHITE ALUMINUM) � n c� VENTSTRIP p Lr� aj 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. � m O A USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GA,UGE WITH AT 1X6 FASCIA(VERSATEX) O r a LEAST 3/8"DIA.HEADS, LONG ENOUGH TO PENETRATE THRIOUGH PLYWOOD. w USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHIINGLES BUT NOT 1X6 T&G e&cb SOFFIT CUTTING INTO SHINGLE SURFACE. (VERSATEX) d Lf 1 td 6'—g" 5-1/2"SPRUNG CROWN c. '9 B - (VERSATEX) .� �I m- k fn FREIZE BOARD(ADJUST IN FIELD) +v-, n 4 41 _ O 11 W/3-1/2 CASING(VERSATEX) � 0 r�t . le U) U �+ -rz 12 N 41 2 W 2X611RR S @ 16 OC — GENERAL: ,_ DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A S O F F l T D ETA I L SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL W Is L FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE E-4 N N1.1 SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION U 2�/� C� WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL /� SHOULD BE PROTECTED BY EASEMENT.DEED RESTRICTION,ORDINANCE,OR OTHER SCALE• 1 " 1 '-O" V 16"OC LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. O THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH U) WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. w OR DRY WELLSS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY STORM WATER MANAGEMENT DETAILS NL w CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. N 0) PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 94 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS N■T.S. ..�1I FROM COMPACTING THE SUBGRADE SOILS,DURING DRY WELL CONSTRUCTION, `� PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION,ALL EXCAVATION SHOULD BE PERFORMED WITH THE — LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD GUTTERS RAIN PIP / PI ` BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. 144 TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAINPIPE 1/8"SLOPE GPM 1/4"SLOPE GPM / / I I I- � DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION (INCH) 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER Vj / U SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 3 340 480 2 1088 46 3 1644 68 2320 96 xl / / N � TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS HALF ROUND GUTTER-STANDARD 5" 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 / � DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON �, N OFF THE DRY WELL AREAS)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT / NOTES: / N AND MATER IAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 5 1920 172 3 3220 288 5 6680 27B 151G 62B 5 / \ USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 1).EXECUTION: 6 1920 2720 4 6920 288 b 10700 444 15100 628 i .I..... . — — UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. SUBGRADE SOILS AT THE DRY WELL BOTTOM.WHICH SHOULD BE ESTABLISHED ONLY B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �+ _ — — AFTER CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE ARE IS COMPLETED AND ACHIEVING THE BEST RESULTS FOP THE SUBSTRATE UNDER THE PROJECT CONDITIONS., ROOF AREA: 3635 SQ. FT. 2X8 COLLAR TIES 16"OC DRAINA ELL AREA CO STRUCTED. D DRY WELL CONSTRUCTION CANNOT 8E DELAYED UNTIL ITS DRAINAGE AREA IS C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE METALS WITH PROTECTNE BACKING PAINT. '"' I DBL. UP AT CORNERS INSTALLEDDURINGALLPHASES OFCONSTRUCTIONTODIVERTALLRUNOFFAND AT 100% WATER RUNOFF: 608 CU. FT. `., • SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT 3.INSTALLATION: BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE AREA A).PERORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, y ?'-, 1). GUTTER TO BE PITCHED TOWARDS LEADER P'TO 2"FOR EVERY 40'OF RUN. Q IS COMPLETED AND THE DRAINAGE AREA STABILIZED. j �,y µ STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. "�."se, ;T.;�":l "'x''-4 , COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 tNCHEt IS RECDMMENDED. I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ,, ,.,- - ,J�' ., DRAWN: MH/MS DRY WELLS TO BE 10 MIN. AccessoRlES. PROVIDE (4) 8' DIA. X 4' DEEP DRYWELLS r ; t `� SCAC1 . if4"=i'-o° PRETREATMENT: AWAY FROM HOUSE B).ALUMINUM:RNET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AS WITH ALL OTHER BEST MANAGEMENT PRACTICES.PRETREATMENT CAN EXTEND THE CONNECTORS. _ - {� JOB#: FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL +` "' ;.:rR=.`^` `. RUNOFF PDLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND y Op D CONNECTION WATERTIGHT, I = `?-`' n; y�"-"a.'i .)U1Y�B'213 CUPOLA 8 FT X 4 16J CU. FT. c u,.a„Yu ORGANIC MATTER AND.DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. O O C O 4).PROTECTION: SHEET NUMBER: THEREFORE.ROOF CUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDU[TS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PRO]ECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL .` a '�'4 ry 'h 11 PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES DRYWELLS CAPACITY: 676 CU. FT. THAT CAN ENTER THE DRY WELL. COMPLETION. 'i-�,..,{ �'�"''/ A-8 11 " EEN THE DRAWINGS,TTHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOtat APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPON518LE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOIR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SIHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. i REVISIONS: 12 ti1�� 1 S ML RIDGE 9 II/16 �1L� 12 +/_ +� 2 8 C DGE 2�C10�R @16 �2 15/16 ------- ------- "'" 2X10 CJ @16"OC �-- 2X8 CJ @16"OC ��- - ----- TO L RRJ OL RR1 2k1p RR @7610C 2 (3)9-1/2 ML w/ ml (2) 3/4"STEEL PLATE p D a I 0 0 0) 1 �0 co I BEDROOM No. 2 BATH No. 3 BEDROOM No. 3 °' ! rl rl U1 (3)1-3/4X7-1/4 ML w/(2)1/2" STEEL O 3/4"SUBFLOOR j i u _ ~ 2X8 DFhr2 FJ @16"OC EXISTING F1 EXISTING FJ EXISTING FJ _ MASTER BATH LIVING ROOM EXISTING EXISTING ASSUMED XISTING BEAM(VIF) W ® ® O ® ® c/I 06 ACQ SILL PLATE (MATCH EXISTING) 2X6 FJ ® ® O COP-R-TEX TERMITE SHIELD 1a 16n0� M� — _ - — FOAM SILL SEAL MP.) 1XISTING11 I u III EXISTING EXISTING EXISTING — - — - — EXISTING EXISTING EXISTING EXISTING INSULATION F--d TO REMAIN EXISTING Q 8"PC WALI EXISTING 0 DAMPPROOF �•• POUR 2"CONC.SLAB AT X.CRAWL SPACE CLOSE OFF PERIMETER - _ _ -- - rl•• ._ - _. _ -.c'-' .�. ':� t'. :-I -_. ';- _ --- ...:I —� _.. _.. _. :.. .. ..._ __.u. - i._... ..,__ _ ._ - -., .. �. -=...E�... .. _, - _L`:��` ;.T _� UNDER CESS DO. M PROVIDE OVER � .... ._._ _. _ ....- ._. .. �-_ ACCESS DOO • 6X6 ACQ ON GRADE — - _ — ib"X8"CONC. FTG. SECTION A-A _ (2)#5 REB AR EXISTING SCALE: 1/4" = V-0" O O � o GRACE VYCOR TO 2X6 PLATE RAP UP WALL AND OVER ROOF MIN.12" (3j 7-t/4 ML BEAM oU 2X6 PLATE UNDER SIMPSON LSU 2X8 HANGER %r (3)1-3/4X11-7/8 ML RIDGE V1 16"OG 12 ` �.. ___—_—____12__,--_.—. _ 2 tzR @ `�2 15/16 ;' X10 pF# o 3 3/16 ------? ------ +/- r-I DF#2 CJ @lb"OC N BOLT CJ BOLT CJ � n TO RR TO PP p Lo SITTING AREA "t u (3 1/4 ML ° 4 E` cn L) U 1.3/4X9-1/2 ML RIDGE 0 m a ~ " �o •-� U] C4 v 2X8 RR @16"oc RR W EXISTING FJ EXISTING FJ EXISTING FJ EXISTING EXISTING EXIS ING (3)MO 4 (VIF) GIRD R ENTRY w d 00 toxto FG U -00 COLUMN PORCH ® U) " � O llLLj U) 6X6 Q Po ® LIVING ROOM EXISTING DECK EXISTING F1 — - — - — CONC. BLK.PIER EXISTING FJ EXISTING INSULATION EXISTING EXISTING FJ (3)2X8 ACQ GIRDER (UNDER POST) TO REMAIN POUR NEW a• ° -- =- - — _ _=:-I I�u I �. -� ti• = --_. E__I E 1 1 II! :..IIi1= o• .•d. i I— 1- I - -_."111 =III 111 l CONIC. ;q 11111II—��1lll!! —11 I��-Ti'Ir`:` EXISTING 24"X32"X12°CONC.FTG. � fj1� T CLOSE OFF PERIMETER x 0 • , -- 1 '•o (#5 REBAR @ 6"OC em.) UNDER DECK.PROVIDE ACCESS DOORS OVER 6X6 ACQ ON GRADE �4 24"X24"X12" EXISTING EXISTING CONC.FTG. = .!, —=INN II= i f =111 ZE-EXISTING EXISTING .. .. . .. . .. . .. SECTION B-B { : ..}, . r .y �:{ r DRAWN: MH/M5 '' �-•� " SCALE: 1/4"=1'-0" SCALE: 1/4 n = 1 -0 11 u �' g JOB#: �• q w` WI July 08,2013 SHEET NUMBER: : .: -9 REVISIONS: — __ - ------ -----------, /J ,, , COLD HOT • 'jam .... i 5/4X6 CEDAR ==__= CAP ! ' �� l�,fir• I i G k.1 1X3 CEDAR TRIM 4X4 ACQ POST �y? ( tt' _ 1 �I� FLOOR PLAN ��- `LL __�___.__ I /'f 12 INSTAL RIDGE VENTING I ( SCALE: 1/4" = 1'-0° �__.._._�� .------------- —� (TYPICAL) III -3/4X9-1/2 2X4 HOR. ' i~ ' ' ' ML RIDGE 11 Jf �;! i O BRACING �/� ii/r1 6'0" ` 1X6 TG&VJ I � CEDAR SDG. I .,- - 2X6 D 2 16"OC BENCH 1X4 CEDAR �.�b 2X4 TRIM mi 2X6(Ql6"OC 4X NG 4 ACQ @16"OC -- - - LINE UP WITH Q� - :...fix I Z GARAGE SOFFIT - -- -- - -- -- i MUDROOM I -_---__---- q COMPACTED STONE BASE n FRONT ELEVATION 5'-0" -- = _— _- — °.4 (DRAINAGE AS REQ.BY CODE) ..__—..___-___.._.._._ ___...__.__.._. ----- _ 3'.0" SCALE: 1/4" = V-0" - - - =-- -- 8"DIA - F"• CONIC. '°r,.. 1— ' 2X6 ACQ PLATE OVER N c* TERMITE SHIELD 3/4"SUBFLOOR OVER - -- -- PIER d.a _ - SEAL - IT saLS ,,---� 2X4 @16"OC OVER 2X4 ACQ SLEEPERS STEM WALL" , I °• 2X8 DJ @16"OC 4"CONC. it SLAB . , (z)2X8 ACQ 8"PC WA CROSS SECTION LL EXISTING SCALE: 1/2" = 1'-0" �•' b" oN 6X6 ACQ -°- _— .._ ''. - ,: '• POST --_---------- EXISTING .-• �- 16"X8"CONC.FTG. ►• -SECTION C—C e (2)#5 REBAR •. SIDE ELEVATION •. .:� ; .:� � SCALE: 1/4" = 1'-0" a SCALE: 1/4" = 1'-0" , vy•• v+ 1 O a•. i a•. 12"dia.CONC.PIER r ' Q _O � w O w 0 U u oV BUILD UP CHIMNEY '~ POST POST HEIGHT AS REQUIRED TO RIDGE TO RIDGE I�/I IS 1-3/4X11-7/8 ML RIDGE -(3)1-3/4X]1-7/8 ML RIDGE 1-3/4XJfi=7/8 N��RIDGE 12 r S4 ( 1 rn rn cil n n r 2X6 RR @16110C 2Xi0 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC BEDROOM No. 3 2X4 C1 � NEW CUPOLA @16"OC (REMOVE EXISTING) N O � r� U ________ m O ® ® ,`. �, _EXISTING EXISTING 0 o - p 1-3/4X7-1/4 ML RIDGE (2)2X8 SITTING ROOM BEDROOM No, 4 F R'Q 2X6 DF � EXISTING FJ EXISTING F1 _ @16"OC - � EX.BEAM EXISTING ___ DBL rUP DBL UP Ln U m (VIF) ----------- - EX.BEAM R RR oho ` a EX.CJ LIVWG ROOM �� - - (VIF) n1 a w u 1 I . 1 i KITCHEN ® MUDROOM EXISTING p Ali _ _ ___ + W • �, � .... HANDRAIL Lu—J] L-.—__,. ---__-- -�.-�S I—:Ul— _= t G ® PER CODE V —_i V2?STEEL GARAGE O0 � d EXISTING F1 EXISTING FJ c EXISTING F 2X6 16"OC PATIO: LIFT STONES-REGRADE, EXISTING EXISTING EXISTING COMPACT AND RE-SET STONES EXISTING EXISTING m 3/44"@16"O OR OVER EXISTING� 2X{4 @16"OC ON � G , Im 2X{4 ACQ SLEEPERS NEW 2"CONC.SLAB �` ✓ EXISTING 'n. A--L Q ,.• „►• o EXISTING •off•, '• r. G� r STEEL LALLY o COLUMN EXISTING EXISTING rU �1 EXISTING n EXISTING x 7 P G L � �L EXISTING q �'� EXISTING • SECTION D—D F .4 4 2 ••12" CONC.FTG. SCALE: 1/4" = 1'-0" '0' } SIR DRAWN: ME 1 MS g` Y SCALE: 1/4" r , JOB#: July 08,2013 SHEET NUMBER: A- 10 REVISIONS: 4"+ 1 ri y�}I'��pI� ,py��. y��y, ,I��r�,,I �y lq. l[�y�1,e'yg�.I yp I I I M NO Ir ,fir, ■.' iS 1 � II � I � I f � -t I I I I I/ I I I l I I flanc Certificate ( 11 f � 1 o � ( 1 �/ I ® ) f I I I I I I I ( V f I I ( I f I I ( f (I ( 1\ (I ( I � I IN I1 \ + I I #10 STA[LESS STEEL ( 1 t I ( 1 ( } OR GALVANIZED I II I ( ( I ( Off f f n WOOD SCREWS W/ - - - - - - - - - WASHERS!'12"O.C. I I I I . I / \ I I I 12"OC f ,yyp1IQ�y 1 f z"O.C. I ( I I 1 �I 11 I 1 I�I 1 i I/ pL IMOOD 20110 I Ywk ''� ad 1 12"PPA RATED SHEATHING SHE ATHI NG yw*.Nm York, (ALTERNATINVE:7/16"0.5. (ALTERNATIVE:W16"O.S.B.)PWOD I . x"v*I 1/2"APA RATED SHEATHING.� J I l IF10w _ 8 f , ( I S I f 11 (I I/ ' #IOSTAI LESS S T EL 2X,OF#2 ■ OR GALVANIZED MDS I I I( If I I I( I / If I 7 I WOOD SCREWS W/5750 WPSHERS 12"O.C. of WINDOW SILL TYPICAL WINDOW OPENING I adz (LESS THAN 4-0X8-0 OPENING) ( I II 4 I STAINLESS STEEL OR I+ ( 1 SCRE WS WOO 1 OD HERS 01 l W/ WASHERS Y O.C. r£11R „� TYPICAL DOOR OPENING —(3) -1/4 ML BEAM : � (LESS THAN 4'-0X8'-0"OPENING) MULTIPLE P2 ST DS ASSEMBLIES OmnedAgent 2�2XADF#2sru"scDNNECrED (3 7-1/4 ML BEAM EXTERIOR WALL M AM �AL�a WIT STAINLESS T SHELLS ABOVE BEAM AND NUTS 0 2'-0'O.C. 3P.O.1 m �1r�mg�t�'F h°lli'9 TYPICAL MULTIPLE OPENINGS POST 531-18 (MORE THAN 4'0X8'0"OPENING) (2) 7-1/4 ML w/ POST-0 POST F 7 n Q 3/4'"STEEL BEAM �I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - - - - - x_(2)17-1/4 ML w/ Q H AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) _ ' . " - . 3/4 STEEL BEAM N-�1 Q! W EX. FLOOR SYSTEM WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (4) 7-1/4 ML w/(3) 3/4"STEEL PLATE BEAM + (4} 7-1/4 ML w/(3) 3/4" ,A, �,; ,, ,:, ,, �; ::+ � ,;.�,,;.. ��'" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO _-� COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL O O STEEL PLATE BEAM aaftr'Ttm:Cx" M�wn Uk 315L Yw'r N 2K CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. w iEnvelope Assemblies Glazing TREAD UNDER BEAM O? a a AT STAIR WELL a TRIEAD UNDER BEAM Perimeter ►. AT'STAIR WELL 7 O O W � I 2: 46 7:EM -33 t17�?� 111E�„lI' 1'S:0 Q. 69'1 1FF t ' L H ►� %ftflaw t_*kw F Ul}Pl1 ME%4&'Lowe W 491" 14k.. ,•"2' I SH R 3 ��. C +��e fi �1 ury IMF ry � Tai!#2.�;3>: m 1.6"L O.e.'.' 1:, ArT�:Q, IICF:kd r..n 1 II T II„ lur r,.o whVION 2:wow:>F fla"_no"paw 312 G.3213 1113 GC:G]Mi 7Z tU 1d .WaW: 1 Paw SIM Uw-E, t lD 47 l in i w nµ I w nn I lw SHu IWLii1G C W... flNk SINN F,AI H ' + 1 ",1 SECTION AT STAIRWAY SECTION AT STAIRWAY IIn Iv. Iw Iw co. C**rV Z lYiITJL,C��m u�'�, @,,Jl'1` .,IG F.:l.1 9R'.IJ 5!3 SLOPE"1/4"PER FOOT PITCH TO DRAIN SIDE FRONT `�`�^'/.■J1' APR�TILD PLUMBING SCHEMATIC " "°°� ;EP r EI N.T.S. O 0 1X4 BEADED TRIM 1X4 TRIM U �; ��w X13 w/ BACKBAND SQUARE EDGE oU 4.) Ln TYP. OPNG. TYP. OPNG. TRIM TO BE POPLAR (PRIME AND PAINT) ° N � I � m can � +� rn 0 O �:u 2° SILL 2° SILL �; w � 1 X4 APRON o a, 1ST. FLOOR 2ND. FLOOR to u INTERIOR INTERIOR = — Lc) t v I 811 I I I V J - - - - - -- - - -- - - -- - - - - - I W OF V I I U6210P HANDRAIL OAK 5/4X6 POPLAR x MDF SHEET PANEL 1-1/4"X7-/4" POPLAR CUSTOM DOOR i �� -.�r �� •x� , - j.��( PAINT TRIM tPER COLOR 1X3 POPLAR-0- SELECTED B1Y OWNER ® DRAWN: MH/MS ALL NEW T TO SCALE: 114"=1'-0" 1 MATC P� 1S NG w.:. JOB#: W.1X8 PRIMED NECK BASE w/ Duly os,203 `�� ( ~ �.L �'L1_�L]_- -_ ) FLOOR MOULDING O PAINT SHEET NUMBER: 4Yµ U4091 NEWEL POST U5060 PRIMEDY� OAK SQUARE BALUSTER A- 1 I (TO PAINT) �► ., r °' ': Nor REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD ENDWALL CRIPPLE STUD •• BOTTOM PLATE u RIDGE LEDGER B ATHTUB o • HEADER • DOUBLE JOIST SIDEWALL • RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE CF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE IT HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC O F---I WALL STUD Do THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP •. CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD W CHIIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN WOOD JOIST Q ' • ' •' • ' • ' ^ ' ' - 51D)EWALL FLASHING BLOCKING BLOCKING FOUNDATION - - - TOP PLATE 2x4 LEDGER O FINIISH WALL AND MOISTURE BARRIER TO LAP FLASHING � 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA L AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER �„•,1 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ^ 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. •� FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'O" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT1C 10-3/4" x 18 TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / �� AC TION go. EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .'� '� KEEP ROOFING NAILS OUT / �� OF FLASHING 2ND. FLOOR WALL RCOOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL A'S ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VIENT C) • WOOD JOIST • ol WO TOP PLATE GIRDER/HEADER `� U SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Ln FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO RAINAGE CHANNELS AND RAFTERS D AS TO FORM D INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r - ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 112" HIGHER THAN LVL HEADERS INSTALL 4'0° O.C. TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF T� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD V 1 0 DBL. SILL PLATE TERMITE SHIELD I SUBFLOOR N SILL GASKET WOOD JOISTS car) G ' NEOPRENE _ -^ o m CONC. SLAB GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE Pa rn o TYP. CONC. FOUNDATION A � � 6 MIL. POLY V s - , I p BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR O GRANULAR FILL 6MIL POLY ON EXTERIOR , , « a ` @G d u 1/2 " DIA. BOLTS 48" O.C.o.c. STAG. �, „ : V STEEL COLUMN v u a A • d I • 4 - cl n C ROOF JACK ,�� STEEL BEAM t v CONC. SLAB � ° „ // I I �` 4 � A a `� 4" x 1/4" x 8" STEEL ' COMPACT FILL r I TOP AND BOTTOM PLATE U) U `- u V / h co ROOFING LAPS ` m � . • ° ^ WITH 1/2" x 6" ANCHOR BOLT d "" KEYWAY FOOTING o A FLASHING AT V d 7 SIDES AND TOP '� N v v \ �'n c- n CONC. FTG. 'p �'� G � ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS , 1/2" GROUT o w `', , • o (USP LBPS58 OR BP583) -� 3" STEEL COLUMN REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - I I ( 10 KIPS ) DRAIN TILE ► p ► SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. STEEL / BOTTOM BEARING E•+ ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U SLAB-ON-GRADE O ;4 Cn SUBFLOOR a CONC. SLAB I I DOOR FRAME N 6X6 10/10 WWM GARAGE JOIST **" G, � � � COMPACT FILL DOOR � I I USE 2X8 STEEL BEAM ;4 FOR BLOCKOUT •�.� 4" SLAB + W/ 6X6 WMM I I SLOPE U • P.T. PLATE 1 ° 4"DRIVEWAY —7010- NOTCH JOIST AND ADJUST HEIGHT Uj • 1/2" AIR SPACE < < 7 1 2" • (WITH A NAILING PLATE IF NEEDED) u •q,,' AT END AND �• " .� • a • :4 . ° •• , TO BE APROX. 1/2" OR HIGHER THAN t: ES OF WOOD ° STEEL BEAM TO ALLOW FOR SHRINKAGE ' - g, • �».Q= ,n,.1�'Q �'= � �'a r.•;- = o BEAMS -ail D � °�• °O'n e o•D'.�° — —� � (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G DE a u C d d d 6X6 W.W.M. o a .0 SUBFLOOR to 'A'A 4 A A NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM M" REINFORCING BAR - NOTCH EQUALS 1/4 DEPTH OF BEAM III n Q n II—I I 01ST �` ,A REINFORCING BAR s . s o — DRAIN TILE I f---y" I • d •A 4• �• STEEL BEAM •o :• SHEET METAL / 30# FELT UNDER BEAM AT POINT I 12" o• OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i — i r ii I n I c•• 3„ PLATE (BOLTED TO BEAM) L%�e SHIMS TO LEVEL BEAM MS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND CCOLUMNS. � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM '+R x w DRAWN: ME/ GARAGE DOOR BLOCKOUT '-' '-kK_ �' SCALE: 114"=1'-0" JoB#: BEAM POCKET July 08,2013 SHEET NUMBER: A- 12 REVISIONS: GENERAL NOTES. WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10`WALL: TA COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND S g CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS A5 PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 TO RAFTER (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: � END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 C) masonry rade, 15 inches in a responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, y block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel satraps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION) 20 QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt p�� spacing is to be spaced aced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: ] ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE H 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE p INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SEE FLOOR PLANS HEADER TO 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at p anel 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS) such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified F� in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ��--� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO - QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 NONE 2.4.4.2 and 2.2.4 respectively. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE I I I TO HEAVY MODERATE I Ili concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls bean attached #o existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be installed with #5 re-bar, 1$" long at 12" o.c.. Use approved epoxy for installation. 3.5. B LOCKING EACH TOE 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. A11 fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shalll either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS} NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL CH along the open ceiling part of the building. Connections to the r'ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL O W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES D COVERED PORCH NOTES: JOIST ON LEDGER PER TOE w O DECK AN C 3 - Sd COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. F� N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END U All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U the below grade portion of exterior walls prior to backfllll n g. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. n 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMINGNOTES into concrete with a minimum l/2" dia x 7" long anchor bolt with washers and nuts. F SH T • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NA1L NAIL 4� Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and inuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For I` below grade. Porches with covered roofs shall have 12" dia. corncrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.4F9, the nail spacing shall be reduced to 3 inches o.c. � 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES ° AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL N JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) n 4 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. s 12 y NOTE: 2 FOR PANEL FIELD X Ln where needed. GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 O x o Bearing all headers to have 2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD g ( g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Jrnist shall also be anchored re DESCRIPTION \ openings between 41 and 60 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). JOINT NAIL NAIL THESE NOTES ARE ONLY TO BE PREFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. "t U QTY. SPACING , and blocking where applicable. y 8). Covered Roofs shall be assembled and anchored the same mlanner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. U anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE pp 6d COMMON 1 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with GYPSUM 7 Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. " O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � WALLBOARD 5d COOLERS 10" O.C . FIELD on plans. 3). For exterior panel siding, galvinlized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Helalth Department approval. FLOOR SHEATHING other access o enin s unless otherwise noted (typical). NOTE: P g 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL fENq JOINT DESCRIPTION CONTRACTOR TO PR�,OVIDE SOIL TEST TO VERIFY w provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING S). Dormers running up roof rafters are to be supported by double rafters on either side �, EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U U where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6 O.C. EDGE 8d COMMON „ HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD rra 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTES: 2).USE SIMPSON HAINGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DlETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fp�' needed. 2). HVAC subcontractor is to fully coordinate all system data anid requirements with the MENTIONED IN SCHEDULE NOTES ONLY. d 11). Unless otherwise noted equipment supplier.all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing as required by current NYS Restidential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing, and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided Ito cut off all concealed draft openings(both vertical and horizontal) Ln Ln Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire baarrier between stories,and between a top story and the roof space. x Fireblocking shall be provided!in wood-frame construction in the fallowing locations. � 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor ELECTRICAL NOTES : shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1). In concealed spaces of stud rwalls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal Ifurred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of minreral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). A11 electrical work shall be approved by a qualified Underwr'riter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spacer s' =, ::t � '' under stairs shall comply wilth current N.Y.S.Residential Code. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Wa ter barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,ipipes and ducts at ceiling and floor level,to resist the free passage of DRAWN: MH/MS torch down type material over. flame and products of combustion. SCALE: 114"=1'-0" 5). For the fireblockin of chirmne s and fireplaces,as required b current N.Y.S.Residential Code. .^e M'" JOB#: All sill fates and wood in contact with concrete to be pressure treated. Sill plates to ) g y p q y �, ;. :;- July 08,2013 16) P termite shield or approved equal. ' be installed with a foam sill gasket and cop-r-tax pp q SHEET NUMBER: A- 13 REVISIONS: -------------- ----- - - -- - - ------ --- - --- ---- - -� 1 1 II II II II 11 ❑ I I I 1 11 II 11 11 II 11 II I 1 I I II II 11 II II 11 II I I I II II II II 11 II II I 1 I 1 II 11 II II 11 II 11 I � 1 1 II 11 11 II 11 II II I 1 1 I 11 II 11 II II 11 II I 1 I II 11 11 II II 11 II 1 I 1 1 II II 11 II II 11 II I I 1 I II II II II II 11 II I I I II II II II II II II 1 1 1 'I 11 i�j II 11 II I 1 1 I I 1 1 I 1�1 I I I�1 I I 1 I II II II II II 11 11 I 1 1 I II 11 II II 11 II II I 1 1 11 11 II II II 11 11 I 1 1 II 11 11 II II 11 II 1 I I I 11 II 11 11 II II II 1 1 ^ 1 1 11 II 11 11 II 11 II 1 1 I 11 II II II II 11 II 1 I W 1 1 II II II II II 11 II I I I 1 II II 11 II 11 11 II 1 I 1 I II 11 II 11 II II 11 1 I I II II II II II II II I 1 1 1 II II II II II 1 I 1 1 1 I 1 I I I I I 1 111 111 111 411 111 111 111 111 z 111 111 111 111 111 144 I� 111 111 111 411 cn 111 111 -------------" CRAWL SPACE �----=�_-- 1 ICI 111 111 ,, 111 111 q 1 11 /I%\/' 111 �µl_____________ ♦ r___________________ ( ' 111 III 111 I I- ' 1`—/I�•+•1]II, 1 n 111 --- / 11111 r 1 ul nl un, 1 1 u, ul i1 n ul„ 4 1 nl 1 1 n, unl 1 it II 1 111 1 1 111 II II II111 III 1 1 111 11, 1 1 111 11 IIIII 11111 tI I( 11111 _t_______ ___________________ ______ , � � 11111 11 II III11 1111 1 1 III ------- 111 IIIII fl li III11 1111 1 , III III IIIII II II 11111 1111 I � , In uu4 a �� nnl uu Q 1 , 1 1„� n411 n11 I 1 III 111 11,11 ��.� 11111 IIII O u, ul 111 111 `l�J 111 1111 -- --------- � �I 111 111 _�. Q � �;�,> EXISTING IILL4--” IIII , II4 111 / IIIII I .,,M.� f IIIII II11 , 111 111 11111 IIII _____________ III 111 1 III11 1 1� II111 IIII /r ,�� 11111 IIII 111 111 11111 1 III11 1 r- ___, 11111 II11 111 11, ,,,,, 1111 EXISTING GARAGE � 41,11 111 111 1 �1 I 11111 1,11 ^� 111 111 11111 1 ----- JI- 1 11111 1111 --------------- m 111 CRAWL SPACE 111 ------------------------------ [^ Fli 111 111 111 •-----' 11111 ___ --------- 111 111 11111 1 111 111 111 '1y 11111 1 1 111 111 1 111,1 4 ', 1 111 /�'•�/.\fix'] 1 111 V � U 111 111 1111 111 111 1 111 ,1114 ` 1 111 111 III 111 i, i 11111 11 I � •� 111 111 T� 11111 IIIII \ - - �/� III In nut Ills 1 I V Q +° . 7 Q V° •v -. V Q � O •v 111 III II111 IIIII 1 O 1 VJ III 111 II111 II111 1 1 � �l 111 111 11111 1111) •-----' , A 111 111 IIIII 11111 , 1 I+YI 111 III IIIII II111 , ^1 ice.) III III (IIII -- - 11111 11111 _ _ III 1 1 1 111 , , 11111 1 1 1 , O , IIIII 111 I � 1 1 � I I I I � ' , , IyI IIII•I� J 111 I 1 1 IIII I ! 1 1 � I 0 In 111 I Hill N cu 5 111 111 I ' 11111 1 to 4 0 u, ul 1 nm 111 111 1 11111 L\ �. +. Il I 111 11, 111 11111 /r y 0-� 'COO O 1 IIIII Q p III 111 I 11111 y /� 111 111 1 ��,.l P Inn r�+,, 0♦ /7 W 111 111 1 IIIII .} , .�. H C.7 Ln � 0 \ 111 III , I I 1 1 I Hill �, \ 111 1 1 111 1 � 1 I � 1 1 1 11111 � � y ul I I 111 1 1 1 1 1 tun � O C�f ul , J 1 u1 ' 1 ^' •-----' nut / L\ In , , 111 nnl CRAWL SPACE 111 , , In 111 ® ® 11111 ALARM ,^1 mu � 111 ._------' 141 111 CT CRAWL SPACE -- ----------- N Lin III 141 111 111 III ,,, SERVICE ^� W 111 11, 11, 111 n, u1 nl U) u, ul u1 a u, u1 Q 1 1 V � I 1 1 1 • , 1 rU) 1 1 VJ 1 � ; 1 1 -• °4 - p ° - FOUNDATION PLAN N 1 1 `----- 1 r-----i SCALE: 1/4" = 1' 1 � 1 AD-1 1 -------- 1 1 ------ ----------------- ----- I�1 1 1 y 1 7fj a j Y rY DRAWN: MH/MS I ... SCALE: 1/4"=1'-0" JOB#: July 08,2013 SHEET NUMBER: BETWEEN THE DRAWINGS„THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E- 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT ANY DISCREPANCIES MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING G AND SITE CLEARANCES F(OR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ' ` � | ^ NEW RECESSED LIGHTING (STAINLESS STEEL CANS) AT SOFFIT JI BUILT IN BENCH DBL.SPOTLIGHT ®RMOVE AD REPLACE w/ ABOVE PIP INSTALL SPOT LIGHT� LI AT GABLE LOU- PATRY KITCHEN GARAGE LIVING ROOM REMOVE EX. RECESSED LIGHTING REPLACE wJ NEW LIGHTS AND NEW LOCATIONS(VIF) FURNACE EX.HB FIXTURE HALL BEDROOM No. I EX.HR M—ASTER BVDR00—M --fR- "I VIX EX HI --gno - 1 6 / C3�' 0/ 'COO BATH BURY ELECTRI cq un 1ST, FLOOR PLAN DRAWN: MH MS July 08,2013 SHEET NLTMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THEE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR ALPPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR[DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ' ' , o BEDROOM lo OUTLET FLOOR r, f-Lf- TOD SITTING AREA 11 lo ool BATH No. 2ND. FLOOR PLAN Z U) U \c u) BEDROOM IM W DRAWN: MH MS July 08,2013 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GEN EPAL CONTRACTOR TO COORDINATE MEETING WITH OWN EP S FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOP,DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEET'ROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ' SITEET NUMBER: