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Home My WebLink About35296-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/13/2011 No: 35049 Date: 7/13/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 3125 WELLS AVE SOUTHOLD, Sec/Block/Lot: 70.-4-10 Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/12/2010 pursuant to which Building Permit No. 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: one family dwelling with covered porch as per ZBA #5797, dated 12/27/05 and ZBA #6216, dated 12/4/08. Lot No. filed in this officed dated 35296 dated 1/12/2010 The certificate is issued to Matron, Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3/30/11 R10-11-0013 3/24/11 35296 12/30/10 Stypulkowski ~trnbing & Heating Inc '~utho~d/gn/~ ~/ Town of Southold Annex 54375 Main Road Southold, New York 11971 7/13/2011 CERTIFICATE OF OCCUPANCY No: 35050 Date: 7/13/2011 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3125 WELLS AVE SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 70.-4-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/12/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 35296 dated 1/12/2010 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: accessory two car ~arage per ZBA #5797, dated 12/27/05 and ZBA #6216, dated 12/4/08. The certificate is issued to Matron, Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35296 12/30/10 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35296 Z Date JAi~UARY 12, 2010 Permission is hereby granted to: MARY IRENE MARRON 26 P~AINDALL DRIVE SHORT HILLS,NJ 07078 for : ADD/ALT TO AN EXISTING DWELLING & NEW ACCESSORY GARAGE AS APPLIED FOR PER DEC, TRUSTEE, ZBA. 2 CO'S REQUIRED REPLACES BP # 33599 at premises located at County Tax Map No. 473889 Section 070 pursuant to application dated JANUARY Building Inspector to expire on JULY 3125 WELLS AVE SOUTHOLD Block 0004 Lot No. 010 12, 2010 and approved by the 12, 2011. Fee $ 970.40 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33599 Z Date JANUARY 16, 2008 Permission is hereby granted to: for : MARY IRENE MARRON 26 P3~NDALL DRIVE SHORT HILLS,NJ 07078 ADDITIONS/ALTERATIONS TO AN EXISTING DWELLING AND NEW ACCESSORY GARAGE AS APPLIED FOR PER DEC, TRUSTEES, ZBA. 2 COS REQUIRED. at premises located at 3125 WELLS AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0004 Lot No. 010 pursuant to application dated DECEMBER 27, 2007 and approved by the Building Inspector to expire on JUNE 27, Fees 970.40 ~~ !ed Signature COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BU1LDING 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 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ~ Old or Pre-existing Building: House No. Street New Construction: Location of Property: Date. Owner or Owners of Property: ~441,a~ ~r Suffolk County Tax Map No 1000, Section (check one) Hamlet Subdivision PermitNo. ~.-'~ 2~ Health Dept. Approval: -70 Block L// Lot Filed Map. DateofPermit. /" /Z -/O Applicant: jq-~ - Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted:$ ~f Jo~- Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 ro.qer, richert~.town.southold.nv.us BUILDING DEPARTMENT TOWN OF' SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Marrow Address: 3125 Wells Rd City: Southold St: NY Zip: 11971 $uilding Permit #: 35296 Section: 70 Block: 4 Lot: 1{; WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raynor Electric LicenseNo: 862-e SITE DETAILS Office Uae Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Slower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures r~lr~l~ HID Fixtures Wall Fixtures 1301 Smoke Detectors Recessed Fixtures I I CO Detectors Fluorescent Fixtur,~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS 200a underground service, 3-paddle fans, 5-exhaust fans, 9 ft multi outlet strip 1-wid pool bath, 3-arc fault circuit breakers Notes: Inspector Signature: Date: Dec 30 2010 81-Cert Electrical Compliance Form CERTIFICATION Building Permit No. Owner: Plumber: (Please print) (Pl~-ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this_-..x dayof'¥A,~ ~-, , 20 Notary Public, ~)c~ ~ i[~ County JUDY NOVAK Notary Public, State of New York No 01NO6015287 QualifiecJ in Suflolk County Commission Expires October 26, ~'~-d/' (Plumbers Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]/~/QU~DATION 1ST [ [//I' FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU~TION 1ST [ ] ROUGH PLBG. [ ]~UNDAT~ [ ]INSULATION [/,/] FRAMING/.~____~.~ [ ] FINAL [ ] FIREPLACE &~CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [] FIRE RESISTAI~I' PENETRATION REMARKS: ~/~,~-~ .~ DATE I NSP ECTOR '~"~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]/~UNDATION 2ND ~-~[~3~ FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C0~~ [ ] FIRE RESISTANT Prr. NE'II~ATION REMARKS: /~_~C /~~ ~. DATE TOWN OF SOUTHOLD BUILDING 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 ~/ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) DATE ~ INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT?.ION [ ] FOUNDATION 1ST [~/'] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~/~OUGH PLBG. [ ] FOUNDATION 2ND [/~"IN'~LATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] fiRE llESl~'Altr FENETRATION REM,e~RKS: ,~2~ ~'"~- ~-.._ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRB RESISTAffl' CONSTRUCTION[ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE_~I'° .INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ]~U.ATION [ )'j~FINAL [ ] FIREPLACE & CHIMNEY [ ] fiRE SArc,( INSPECTION DATE FIELD I~S?ECTION REPORT I DATE ~S~ATION PER N. Y. STATE ENERGY CODE [ AD~TION.~ CO~IENTS 0 TOWN OF SOUTHOLD BUILDING DE ,I~RTMENT TOWN HALL. SOUTHO]~lY, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. no rthfo rk. net/Southold/ ExamMed ,20 Disapproved a/c ~ q[7/~/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submi~ed to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £ Eve~, building permit shall exph-e if the work authorized has not commenced within t2 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properly have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Therealter, a new pemfit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance ora 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 coml~!y~.~w, itl~l-~ plicable laws, ordinances, building code, housing code, and regulations, and to admit authoriz eA-iar, p~"tV s~'~ s 9~ pr~rni~"~n~ in building for necessary inspections. - ~ '- } t ~ i ~ (Signatuxeofapplicant orname, ifa corporation) ~' '~ ~ _~ · (Mailing eddres~ of applicant) State .whg~er applicant ~ ~iwn~rv4es~ee, agent, architect, engineer, general contractor, electrician, plumber or builder (As on the tax roll or latest deed) It' applicant is a corporation, signature o£ duly authorized officer (Name and title of corporate officer) BuildersLicenseNo. ~" 7- ~g ~(Tt; Plumbers Licetkse No. ' Electricians License No. Other Trade's License No ,. 1. Location of land on which proposed work will be clone: 0 Ho~ Nm~ S~t Counff T~ ~p No. 10~ Section ~0 Bl~k g g/ Lot Su~ivision Fil~ M~ No. Lot 4. 5. 6. 7. State existing use and occul~ncy of prermses and igtea~ded use and 9c.c~zof proposed 9onstm~.on: . a. Existinguseandoccupancy , ,Y/,~/~ L ~ rr'~'~ I L. ~/ /ff E~ $ ~,O ~ C' ~. b. Intended use and occupancy, 00A/7 ~ ~' ~ Nature of work (cheek which applicable): New Building. 'Addition Demolition Other Work Rel~r _ . Removal " (Description) Estimated Cost ~ ~ffO/O O o Fee (To-~ paid on £fling lifts application) -. If dwetling, number of dwelli~g units / Number of dwelling traits on each floo~ If garage, number of cars I f business, commercial or mLxed occupancy, spoci~ nature and extea~t of each type of use. Dimensions of existing structures, if any: Front ~E~ ~ Rear 7Z. ~ Height Z 2. Number of Stories / Dimensions of san'~ structure with alterations or additions: Front 72- Depth '7 ~ Height. ~ ~ Number of Stories Dimensions of entire new construction: Front Height Number of Stories S/ze of lot: Front ~ Rear /-q~. Depth Rear /,~-- .Depdr", 72.0- 10. Date of Purchuse. Name of Former Owner 11. Zone or use district in which premises are situated ~:~ ~g> 12. Does proposed construction violate any zonihg laW, ordthaice or regulation? YES v/NO 13. Win lot be re-gr.a_ded? YES __ NO ~'~W~ excess fill be removed fr~}n Premises? Y:ES N67 t/-. 14. Names of Owner o f preanises//A'~tgO M Address,.q, tt~'r/-//u r. ~l.~ Phoae No.~ 7,.q .~, ¢g7. Name ofAmhitect ~(~ 7-~L,~ M'~ Address ?z:,~/t/.t~ l~*~t~Phone No ~ ~/~ ? ,l~ ~'- 4: it ,r- £ Name of Contractor Address Phon¢.Nq: 15 a. 1$ this property within 100 feet of a tidal wetland or a freshwat~r)~etland? *YES //NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT~,I(IAY BE REQUIRED. b. Isthisproperiywithin300feetofatidalwetland?*YES v NO · * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to proper~y lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) o drdz s: ....... ff,~g,~'/7' ~--~-~'~.&/('~ boingdulyswom, deposes ~md says that (s)h; is the applican! (Obntr~etor,"~- ~'Agent, Corporate Officer, etc.) of satd owner or owners, and is duly ~uthodzed to perform or have l~rformed th, said w~k and to make and file this &pplicafion; that all statemoni's contained in this 8pplieafion are tcuo to tho best of his knowled[~ and bolinf; and'that the woflc'will h¢~ performed in the manner set forth in tho ~pplication filed therewith Sworn to before me thiJb /~T day of ~.~ffDtS(~ 20 O ~3~ ~arbara A. Str~g / NOTARY PUBLIC, New Y~ No, 4730095 Qualified 7 Suffolk Coun~ ~mm. ~pires July 31,~oO~ //Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c Expiration PERMIT NO. 3 3 D'-~a~ ~' BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mailto: Phone: ~ ~ Bui-'~-di-ln~ Inspector --'"'"'-- ,~PPLICATION FOR BUILDING PERMIT Date_ INSTRUCTIONS a:~h4~ ~pplic~ifion MUsT be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months atter the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Therealter, 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. o-- . (Signature ofapphcant or name, ifa corporation) (Mailing adc~rcss of applicam)' / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~'~,,~.~ e/ ,,/~/f~/-z/ /,,~ ~-_ /"/~,~,~_~.~ (As on tl~e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. I000 Subdivision (Name) Section Block ~ ~ Lot Filed Map No. Lot 4. Estimated Cost State existing use and occupancy of premises ~ intended use and occupancy of~roposed construction: a Existinguseandoccupancy ~,/,,~'z ~ .~::4.x~ IL b. Intended use and occupancy ~ ,'~ ~ Nature of work (check which applicable): New Building Addition b''// Alteration Repair Removal Demolition ~~)Z~:' t~ 9r-~.a × (Description) 5~f'~ d'-z~ Fee / (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. / Dimensions of existing structures, if any: Front 7 ~,, ~-- Rear ?~', ~-- Depth ~'- Height ?_ Z_ Number of Stories / Dimensions of same structure with alterations or additions: Front 7~, 5- g' Depth ~;'~ ,," 24- Height ~.,F_.,/t" / '7 Number of Stories I Dimensions of entire new construction: Front Rear Depth Height /"~"'~ Number of Stories Size of lot: Front 9~d) Rear / ~. t "5 .Depth R-2---75~- ~/~ 5. If dwelling, number of dwelling units If garage, number of cars 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /~ - ~-c5) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES t/~NO ). ~ fll lot be re-graded? YES NO ill 4. Names of Owner of premises ~-~ ~ ~i~.) Name of Architect .~773.4 .~ excess fill be removed from premises? YES __ NO t/ AddressS/,'~,~- k/rtc~ ~-J. PhoneNo. Address ?.d~, P3~x 14[z f.'~ r,4-~,.r; Phone No Name of Contractor AJv 7- ff:~c2:~-~'r~ Address Phone No. 5 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. PERMIT,S/MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 OFfi,at~p%, ¢,_ ) ,~/t/z,t *%7- /~- 5'~'FT/L ~ ,,,2~, being duly swom, deposes and says that (s)he is the applicant -- ' (Name of individual signing contract) above named, (S)He is the ,~"Z ~5/--r / 7- ~{~"- ~- 7'-/~] 5 (Contractor, Agent, Corporate 6fficer, 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 dayof /~ ~6~- 200'7 .... r~u I~~ New York No, 473~95 Qualified - Suffo~ Coun~ Comm. Expires July 31 ,~ S~gnature of App ]can BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERM1T NO. 6971 DATE: SEPTEMBER 17~ 2008 ISSUED TO: THOMAS & MARY IRENE MARRON PROPERTY ADDRESS: 3125 WELLS AVENUE~ SOUTHOLD SCTM# 70-4-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopled at the meeting held on September 17~ 2008~ and in consideration of application fee m the sum of $250.00 paid by Thomas & Mary irene Matron bud subject Io the Terms and Conditions as staled in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct additions to the front and rear of the existing dwelling, add detached garage and new deck, demolish existing deck, walls and roof of existing structure to facilitate new framing of taller (9') walls and steeper roof with dormers into the attic, with the condition of a line of staked hay bales with silt fencing is installed prior to construction, the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, the installation of a 10' non-turf buffer landward o.f the rock revetment, there is to be no further removal of trees, and as depicted on the s~te plan prepared by Nathan Taft Corwin 111, last dated August 11, 2008, and received on August 20, 2008. IN WITNESS WHEREOF, the said Board of Ymstees hereby causes its Corporate Seal to be affixed, II~i& and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0659C Date: June 23,2011 THIS CERTIFIES that the construction of additions to the front and rear of the dwelling, new detached garage, new deck, demolish existing deck, walls and roof of existing structure to facilitate new framing and roof; gutters to leaders to drywells on dwelling and garage; a 10' wide non-turf buffer to be maintained along the landward edge of the rock revetment At 3125 Wells Avenue, Southold, New York Suffolk County Tax Map # 70-4-10 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated August 20, 2008 pursuant to which Trustees Wetland Permit #6971 Dated September 17, 2008 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 construction of additions to the front and rear of the dwelling, new detached garage, new deck, demolish existing deck, walls and roof of existing structure to facilitate new framing and roof; gutters to leaders to drywells on dwelling and garage; a 10' wide non-turf buffer to be maintained along the landward edge of the rock revetment The certificate is issued to THOMAS & MARY IRENE MARRON owner of the aforesaid property. n~horized S)ignat~n DEC PERMIT NUMBER 1-4738-01177/00003 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law TYPE OF PERMIT II New [] Renewal [] Modification E:] Permit to Construct [~ Permit to O~3erate EFFECTIVE DATE April 3, 2006 EXPIRATION DATE(S) April 2, 2011 [] Adicle 15, Title 5: Protection of Waters [] Adic[e 15, Title 15: Water Supply E] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Welts [] Adicfe 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES.. [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Adicle 24: Freshwater Wetlands M Adicle 25: Tidal Wetlands [] Adicle 27, Title 7; 6NYCRR 360: Solid Waste Management [] Articl~ 27 Title 9; 6NYCRR 373: Hazardous Waste Management Article 34: Coastal Erosion Management [3 Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Thomas and Mary Irene Matron ADDRESS OF PERMI3TEE 26 Randall Road, Short Hills, NJ 07078 _TELEPHONE NUMBER (973) 467-2669 CONTACT PERSON FOR PERMITTED WORK Garrett A. Strang, Architect, P.O. Box 1412, Southold, NY NAME AND ADDRESS OF PROJECT/FACILITY 11971-0938 TELEPHONE NUMBER (631) 765-5455 Matron property, 3125 Wells Avenue, Southotd COUNTY TOWN Suffolk Southold DESCRIPTION OF AUTHORIZED ACTIVITY: WATERCOURSE Jockey Creek rNYTM COORDINATES Remove e.x, isting asphalt driveway and brick terrace. Construct additions to the existing single family dwelling, 1 ¼ stow garage, porch, decks, brick walk, sanitary system and pervious driveway. All work must be done in accordance with the attached plans prepared by Garrett A Strang on 9/25/05 and last revised on 12/21/05. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth (DMG) Region 1 Headquarters~ Bldg. ~40, SUNY, Stony Brook, NY t1790-2356 AUTHOR IZED SI GNA TJ.I.,R E ./ I DATE -~/'¢'¢/~ April 3, 2006 Page 1 of 4 TO: Garrett Strang for T & M Marron PO Box 1412 Southold, NY 11971 FORM NO. 3 TOWN OF SOUTHOLD BUILD1NG DEPARTMENT NOTICE OF DISAPPROVAL DATE: September 7, 2005 Please take notice that your application dated September 1, 2005 For a permit for new additions to a single family dwelling, at Location of property: 3125 Wells Avenue, Southold, NY County Tax Map No. 1000 - Section 70 Block 4 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction of additions to a single family dwelling on a non-conforming, 25,641sq. ft parcel, is not permitted pursuant to ArticleXXIII Section 100-239.4B, which states: All buildings or structures located on lots upon which a bulkhead.., exists & which are adjacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The existing survey indicates decking construction at a distance of 46' to the bulkhead. Furthermore, the proposed additions are non-conforming per 100-244 which states that lots between 20,000 and 39,999 require a minimum setback of 15'; combined 35'. The survey indicates side yard setbacks of approx. 10.1' minimum; combined 25.5'. Total lot coverage is less than 20 percent. t Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. To~ Garrett Strang for T & M Matron P O Box 1412 Southold, NY 11971 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY NOTICE OF DISAPROVAL Dat~'i Septemb~0..7 Please take notice that your application dated September 24, 2007 For permit for an addition & accessory garage at Location of property at 3125 Wells Avenue, Southold, NY County Tax Map No. 1000- Section 70 Block 4 Lot 10 Is returned herewith and disapproved on the following grounds: The construction of the addition on this lot in the R40 Zone is not permitted pursuant to Article III Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings on lots which are recognized by the town under 280-9 are nonconforming & have not merged pursuant to 280-10." The required side yard setback is 15'. The survey indicates the proposed addition to be setback 12.8' A change in the scope of the work within the ZBA' s iurisdiction necessitates this notice of disapproval. The property received previous approval for additions within ZBA decision #5797. Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 20, 2008 AMENDED: October 30, 2008 TO: Bay Creek Builders (Man'on) PO Box 602 Cutchogue, NY 11935 Please take notice that your application dated August 19, 2008 For construction of a new single-story single family dwelling and accessory, garage at Location of property: 3125 Wells Avenue, Southold, NY County Tax Map No. 1000 - Section 70 Block 4Lot 1~0 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIII, Section 200-124, which states that non-conforming lots~ measuring between 20~000 and 39,999 square feet in total size require a minimum single side yard setback of 15 feet and a total side yard setback of 35 feet Followiw, the orooosed construction the dwelling will have a single side yard setback of 12 feet and a total side yard of 27.7 feet. In addition, the construction is not permitted pursuant to Article XXII, Section 280-116B~ which states, "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other that sounds, shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction (from the deck) notes a rear yard setback of 46 feet from the bulkhead. In addition, the proposed accessory, garage is noted as being pursuant to Article III~ Section 280-15 (C), which states, "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet front yard setback requirements as set forth by this code and the side yard setback requirements for accessory, buildings in Section B above." Pursuant to Article III, Section 280-15 (B), the required side yard setback is 10 feet. The proposed accessorv_gar-ag~ is noted.as being 9 feet from the side yard line. tice of ~sa~p~f/v?d/was amended at the request of the ZBA on October 30, 2008. t nature ~ _. N~ant: Any change or newat~on to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard R Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ' BOARD OF APPEALS .... ,. TOWN OF SOUTHOLD , -, ~ Tel. (631) 765-1809 · Fax (631) 765-9064 ~"' DELIBERATIONS AND DETERMINATION FINDINGS, MEETING OF DECEMBER 27, 2005 ZB File 5797 - Thomas and Mary Irene Matron Property Location: 3125 Wells Avenue, Southold CTM 70-4-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 25,641 square foot parcel has 70 feet along Wells Road and 248.51 feet along the easterly side lot line, and is improved with a single-story frame house with garage and rear deck, as shown on the September 15, 1994 survey, updated September 13, 1995 by Joseph A. Ingegno. BASIS OF APPLICATION: Building Department's September 7, 2005 Notice of Disapproval, citing Sections 100-239.4B and 100-244 in its denial of an application for a building permit to construct proposed additions to the existing dwelling. The reasons stated by the Building Inspector in the denial are: (1) that the distance to the rip rap structure is less than 75 feet, and (2) the proposed additions are less than the code required minimum setbacks of 15 feet on a single side and combined side yards of 35 feet. The setback to the rip-rap (rock revetment) is shown at 46 feet on the site plan (undated SP-1) prepared by Garrett Strang, Architect, with proposed extensions on both sides of the existing 18' x 14' deck (and shown on the survey at 48 feet). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 15, 2005 at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant seeks relief for additions shown on the site plan prepared by Garrett Strang, R.A. stamped by the ZBA Oct. 13, 2005, described as follows: (1) add a 46'x14' unenclosed deck at the southeast corner of the dwelling from the rock revetment, (2) 8.5'x14' unenclosed deck at 22+- feet from the westerly side line (20' to the proposed minor step area); (3) 1-1/2 story addition 8.4' x 51.1 feet at 15.7 feet from the easterly side line at its closest point; (4) 1-1/2 story 21.7'x16' addition on the north side of the dwelling , 15.56 feet from the side line at its closest point; (5) 1-1/2 story 24'x26' new garage/addition on the north side of the dwelling, 10.1 feet from the side line at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of a variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling is currently nonconforming with 12 ft. westerly side yard and 15.6 Page 2 - December 27, 2005 ZB File Ref. 5797 -T. and M. Marmn CTM 70-4-10 easterly side yard, instead of the code required 15 and 20 ft. minimum. The property is narrow at 70 feet in width at the northerly road side of the property. Attaching the garage to the dwelling as an addition will be more favorable than locating it as a separate structure closer to the road, and maintaining the same side setbacks of the dwelling will not be an undesirable change. The proposed additional new deck area behind the home is very large at 14' for the entire length of the home, and a 12' deck as an alternative for the same length will bring the setback into more conformity with the code required setback from the rip-rap under Code 100-239.4B. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance with respect to the additions at the northerly side of the dwelling. 3. The variance granted herein is substantial. The relief requested is a 29% reduction of the code required 35 feet total for combined side yards (15 and 20 ft. on each side). 4. The difficulty was self-created when plans were designed to enlarge the home, add a larger~deck, and to build a garage in areas that have been nonconforming for many years. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to DENY the requested 14' deck areas at 46 feet from the rip-rap shown on the site plan prepared by Garrett A. Strang, and to GRANT alternative relief for a maximum of 12 feet for proposed decks along the south side of the home (instead of the requested 14 feet), increasing the setback two feet (from 46 feet to 48 feet from the rock revetment), with the Condition that the deck areas shall be open to the sky; and to GRANT a variance with respect to the additions at the north side of the home, as applied for, and shown on the site plan (undated SP-1) prepared by Garrett Strang, R.A. date stamped by the ZBA Oct. 13, 2005. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). Ruth D. Olive, Chairw~'~"an 1/20/06 Approved for Filing Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southotdtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 MEMO TO: FROM: DATE: SUBJECT: Building Department Attn: Mike Verity, Chief Building Ins..~p_~ctor James Dinizio, Jr., ZBA Chairmaffy.~.~) September 24, 2007 ~ Letter with Amended Plans from Garrett A. Strang, Architect Building Permit Application/ZBA #5797 Marron - CTM 70-4-10 Architect Garrett Strang has submitted a letter requesting a determination by the Board of Appeals concerning amended plans, which are different than the map referred to in the December 27, 2005 ZBA determination. When a decision has been issued by the ZBA, the procedure for a new ZBA determination is the same procedure that is followed for the original appeal. The ZBA is not able to address the information forwarded by Mr. Strang with amended maps because a determination has not been issued by the Building Inspector. Thank you. cc: Mr. Garrett A. Strang, Architect (fax 765-5490) APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATIC MEETING OF DECEMBER 4, 2008 tS,..DG. DEPT. N "tOWN OF ZBA it 6216 - THOMAS and MARY IRENE MARRON, Applicants Property Location: 3125 Wells Avenue, Southold CTM 70-4-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP.: This application is exempt under Town Code Sections 268A and B. 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 September 22, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county- wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's property is shown as Lot 10 on the Map of Plan Filed November 28, 1927 for George H. Wells, Suffolk County Map File # 859. The property contains 25,640.80 square feet (when calculating the beach grass and shore land adjacent to the high water mark of Jockey Creek), and is improved with an existing foundation and wood frame floor, and accessory garage foundation, as shown on the August 11, 2008 survey prepared by Nathan Taft Corwin III, Land Surveyor. BASIS OF APPLICATION: This request for Variances under Sections 280- 116B and 280-124 is based on an application for a building permit with amended plans to allow new construction instead of additions and alterations to the dwelling as applied and granted on 1/10/08 under ZBA it6110. The Building Inspector's August 20, 2008 Notice of Disapproval states that the Page 2 - December 4, 2008 ZBA # 6216 - T. and M. Matron, Applicants CTM 70-4-10 former dwelling was demolished, and a new single-family dwelling is proposed as amended. ZBA File No. 6110 was a request for additions and alterations to an existing dwelling at less than the 15 feet on one side, and ZBA #5797 was a request for additions at less than 75 feet to the existing bulkhead and adjacent to Jockey Creek. AREA VARIANCES REQUESTED: Demolition of the single-family home and request for approval of the setbacks of the foundation with additional improvements for a single-family dwelling, with a single setback on the west side at 12.0 feet and on the east side at 15.6 feet, for a combined side yard setback area of 27.6 feet. Also noted by the building Inspector in the October 30, 2008 Notice of Disapproval is a proposed set back of 46 feet measured to the riprap wall or bulkhead, and an accessory garage in front yard area, at 9 feet measured from the existing foundation to the west side property line at its closest point. Findings of Fact The Zoning Board of Appeals held a public hearing on this application on October 30, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In this case, an application for similar setbacks was granted by this Board on December 27, 2005 and again on January 8, 2008, however, upon submission of a revised survey to the Building Inspector found changes in construction circumstances and in distances that the Board was not able to consider previously. This Appeal is an attempt by the contractor to define each and every distance confirmed by the surveyor at this time for the existing foundation of the dwelling construction, but also for the garage proposed with a one foot setback reduction from the side lot line at 9 feet instead of 10 feet. The dwelling that existed (now demolished) had nonconforming side yard setbacks at 12 feet on the westerly side yard and 15.6 feet on the easterly side, instead of the code requirement of 15 and 20 feet respectively. The property is 70 feet wide. The changes in the setbacks Page 3 - December 4, 2008 ZBA ~t 6216 - T. and M. Marron, Applicants CTM 70-4-10 are minor and will not affect the neighborhood, since the area consists of similar types of homes, at similar setbacks and similar sizes. 2. Town Law §267-b(3)(b)(3)(2). The benefit sought by the applicant cannot be achieved by some other method for the applicant to pursue for the as-built foundation. The site maps and diagrams with building details and setback information on the maps filed with the Town were used by the contractor incorrectly, resulting in a stop work order of an active building permit (issued on January 16, 2008 for additions and major alterations and a new accessory garage). 3. Town Law §267-b(3)(b)(3)(3). The amount of relief requested is not substantial. The modified setbacks for 12.8 feet on the west side and 15.6 feet (combined 28.4 feet) on the east side of the new dwelling do not increase the degree of nonconformity at 12 feet and 15.7 feet (27.7 feet combined) that was granted under the previous variance applications. The angle of the garage at the westerly side shows a small amount of the garage at one corner at 9 feet from the lot line, while the opposite corner of the garage will conform at 15 feet. The variance results in 10% of a reduction from the code required 10 ft. setback for the garage. 4. Town Law §267-b(3)(b)(3)(5). The difficulty has been self-created. The applicant has the opportunity at this time to make the setback comply but chooses instead to rebuild on the existing footprint. 5. Town Law §267-b(3)(b)(3)(4). The Board finds that the present application will not impact this neighborhood which consists of similar homes at similar setbacks and lot sizes, nor will it compromise either the physical or environmental characteristics of the immediate neighborhood. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a new dwelling and garage, 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 Weisman, seconded by Member Oliva, to Grant the variances as applied for, based upon the survey revised August 11, 2008 by Nathan Taft Corwin III, Land Surveyor, and elevation diagram A102 prepared 08-08-08 by James J. Deerkoski, P.E. Page 4 - December 4, 2008 ZBA # 6216 - T. and M. Matron, Applicants CTM 70-4-10 Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. ~pproved for Filing 12/~72008 Dinizio, Town Hall Annex 54375 M:dn Road P.O. Box 1179 · Sou&old, NY 11971-0959 Telephone (631) 765-1802 r er ' (~t) ? off .nchertC~.t~ (w~.soTu~o~(~.ny u.~ BUILDING DEPARTMENT TOWN OF SOUTHO{.r~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: U~nse No.: Date: ,7//= I //o Address: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: 0'7 0 Block: O0 ~/ Lot:, 0 / 0 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: .*Do you need a Temp Certificate: Temp 'Information (If needed} · ~/NO _{~ough In~ ' Final .[~ / NO *Service Size: I.~ 3Phase 100 150 r~ 300 350 *New Service: Re'connect ~umber of Meters Change of S~ Additional' InfOrmation: '~ ~'~ ~k~'MENT DUE WITH APPLICA ., = ~.uest~ for In--on 400 Other rvice Overhead Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM Item Number: PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /~m".~;' 7~'~ ~- / ~ STORM-WATER, GRADING~ DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? Yes No 2 3 4 5 6 7 8 9 (This item will include all run-off created by site cleadng and/or construction activities as well as all Site improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sur[ace? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15)feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watemoume? 12- NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permifl EXEMPTION: Ye_..~s N.._.~o Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- STATE OF NEg7 YORK, (OUNTY OF ......-:.:&..~...~.......~.. .......... SS ~,~ ~....~.: "5'-F~4,-~', , ' That I, ........'~..Z[.~......... ........................... ~ . .1 . . . being duly s,xom, deposes and says that be/size is file applicant for Pcnmt, {Name of individual signing Document) And that he/she is thc .. (Owner, Contractor, Agent, Corporate Officer, etc) Owller alld/or represeillative of tile Owner of Ovmer's, mid is duly authorized to pe~ fi)tm or bave performed file said work ;md to make and file this application; that all statements comained in this applicafiou are U~e to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the appfication filed here~4th. Sworn to before me this; .................. .~...~...r.~. ................. day o~ ~..q..~,.~ ...~.. .......... 2 .(~..~ Notary Public: ..................... ~,.~/:r~.~.Y.P. U Bk! .C.,. ~l..e...W...Y.9.r.~i ............................ NO. 4730095 / (Signalure efApplican*) FORM - 06/07 ,'.omm. Expires July 31, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Mary Marron 26 Randall Drive Short Hills, New Jersey 07078 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3125 Wells Avenue, Southold TAX MAP NUMBER - 1000-70-4-10 Pursuant to Section 144-13A(1) of the Code of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Goin.q beyond scope of Buildin.q Permit CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Trustees, DEC, Zonin.q Board of Appeals and the Buildin.q Department have issued approval for all chanqes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: August 18, 2008 ~"~e~~-'~ Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. 06/10/2009 12:14 6317346270 BAY CREEK BUILDERS PAGE 01/01 BAY CREEK BUILDERS, LLC D.W. MCGAHAN TELEPHONE (631) 734-8270 RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS P.O, BOX 602 CUTCHOGUE, NY 11935 Southold Town Building Depm'tmeat Southold, N.Y. 11971 Re: Permit # 33599Z Building &~U,~ ~ ~t f~ ~ ~ ~e~ ~ ~ ~ d~ ~ ~p~ ~ ~ JUN 1 1 BLDG. 9EPT, TOWN OF SOUTHOLD [~17.5 Main l~oml ILO. Box 117!1 Sc)ud~()hl, N'Y 11971-0!),;9 Telephone (631) 76.5-180'2 Fax (C31) 76.5-9.502 1),[ ;ILl)lNG I)I']~AI~,TNIILNT TOWN OF SOUTHOLD February 8, 2011 Mary Marron 26 Randall Drive Short Hills, NJ 07078 RE: 3125 Wells Road, Southold TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: '"'%'/ Application for Cert ficate of Occupancy. (Enclosed)- A fee4gL$10Q.O0,jElectrical Underwriters ~-Certificate' ~, Final Hea;~h Department Approval. Plumbers Solder Certificate. (ail permits involving plumbing after "xj /Trustees Certificate of Compliance. (Town Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. Building Permit: 35296-Z additions/alterations Trustees #765-1892) /~. ,.;,~. ,././o TOWN OF SOUTHOLD PROPERTY RECORD CARD ~-~ ~ OWNER STREET VILLAGE 'W DISTRICT SUB. LOT ; -- LAND 2L Z-/Oo AGE SFAS. IMP, 7~; oa VL. TOTAL FARM DATE ~' ~/×,c/7 / //°/'/- BUILDING CONDITION NEW NORMAL BELOW Ac re Form Tillable 1 l'illoble 2 Tillable 3 Woodland ~wamptand 3rushland Value Per Acre REMARKS ABOVE 7/Z,,.= Value House Plot Tara I M. Bldg. ), 2~ ~ ~/'~ _ ~'~ ~;>c~ ] Foundation J~ ~ Bath Extension >'~ ~ ~? Z ~? f~ , Ba~nt ~// Fl~rs ~tension/ /C 4 ~ ~3~' ~ > I ~t. Walls [U//~. Interior Finish ~ ./~ ~. ~ ~ ~ire Place / Hea~ X~ C c,, ~.~7 Attic ~' ~ ~' Rooms 1st Floor Breezewa' Patio' ~Rooms 2nd Floor Garage ~ I ~ ~U : ~DU /~/ ~ ~ Driveway Fee: $ Office Notes: __ F'ded By: For Office Use Only Date Assigned/Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS Parcel Location: House No.~/g~ Street /~ L/,.9 AI/~/Jt~ ~ Hamlet SCTM 1000 Section 7'0 Block O~/Lot(s) [o Lot Size 'g'~'~ Zone District 1 (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: Owner as Applicant: Mailing Address: Telephone: Fax: NOTE: If applicant is not lhe owner, state if applicant is owner's attorney, agent, architect, builder, contract vendee, etc. Authorized Representative: Telephone: ~/ Please specify who you ~vish correspondence to be mailed to, from the above listed names: [] Applicant/Owner(s) ~Authorized Representative [] Other: WHEREBY TH~ BUmD~NG ~NSPECTOR OE~ED A~ APPLICATION DATED ~,~Y' FOR: ~Building Permit [] Certificate of Occupancy [] Pre-Certificate of Occupancy [] Change of Use [] Permit for As-Built Construction Other: Provision of the Zoning Ordinance Appealed. Indicate Article, Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article ~ gll I Section 100- ~ ~ Subsection Type of Appeal. An Apl)cai is made for: ~A Variance to the Zoning Code or Zoning Map. [] A Variance due to lack of access required by New York Town Law-Section 280-A. ~ Interpretation of the Town Code, Article Section [3 Reversal or Other A prior appeal U has.has not been made with respect to this property UNDER Appeal No. Year / · ' 02005 PROJECT DESCRIPTION (Please include with Z.B.A. Application) If building is existing and alterations/additions/renovations are proposed.- A. Please give the dimensions and ovdrall square footage of extensions beyond existing building: Dimensions/size: $"/X8,¥ .- ~t~,~/~- o°.5"~t4- ~GKZz~ Square footage: I/'~'~. Z..~ 6 e q B. Please give the dimensions and square footage of new proposed foundation areas which do not extend beyond the existing building: Dimensions/size: Square footage: II. If land is vacant: Please give dimensions and overall square footage of new construction: Dimension/size: Square footage: Height: IH. Purpose and use of new con~n~ction requested in this application: W. Additional information about the surrounding contours or nearby buildings that relate to the difficulty in meeting the code requirement(s): V. Please submit seven (7) photos/sets after staking comers of the proposed new construction. 7/02 Please note: Further changes, after submitting the above information, must be placed in writing and may require a new Notice of Disapproval to show changes to the initial plans. If additional time is needed, please contact our office, or please check with Building Department (765-1802) or Appeals Department (765-1809) if you are not sure. Thank you. Page 2 Of 3 - Appeal Application Part A: AREA VARIANCE REASONS The neighborhood is developed with single family residences of similar size and setbacks from the creek and sideyards. The proposed waterside additions are no closer to the existing rock revetment (riprap) than that which already exists and the reduction in the sideyard setback is minimal (2') from that which already exists. The house already exists and the proposal is for an expansion of an existing deck laterally and a garage addition adjacent to a diminishing sideyard. The proposed waterside expansion is no closer to the rock revetment than that which already exists and the sideyard relief sought is a small triangular area. The proposed waterside expansion is no closer to the rock revetment than that which already exists, and is above the 12' elevation contour and the sideyard encroachment is minimal. 5. Has the variance been self created? Yes. The original house was built approximately 50 years ago and was placed in such a way to be above any potential flooding, yet still take advantage of the view. In addition, the property is trapezoidal, with a diminishing lot width toward the road. Any addition requires an action by the ZBA, inasmuch as this aspect of the Code was adopted subsequent to the house being built. This is the MINIMUM that is necessary and adequate, and at the same time preserves and Protects the character of the neighborhood and the health, safety, and welfare of the Community. ~Si~ ~-f Appellant or Authorized Agend Sworn to before me this 26th day of September, 2005 Barbara A. Strang NOTARY PUBLIC, New No. 4730095 Qualified - SuffolkCo ~'" Comm Exp res July 3-- QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market fbr sale? [] Yes [~g4No B. Are there an, y proposals to change or alter land contours'? [] Yes C. l) Are there any areas that contain wetland grasses'? 2) Are the wetland areas shown on the map submitted with this application? 3) Is the property bulkheaded between the wetlands area aj~d the up~nd building area? 4) If your property contains wetlands or pond areas, have you contacted the office of the Town Trustees for its determination of jurisdiction? x/~C..~ Please confirm status of your inquiry or application with the Trustees: D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? /,do Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? A..to (Please show area of these structures on a diagram if any exist. Or state "none" on the above line, ifapplicable.) Do you have any construction taking place at this time concern ng your premises? A.~o If yes, please submit a copy of your building pern~it and map as approved by the Building Department and describe: Do you or any co-owner also own other land close to this parcel'? the proximity of your lands on your map with this application. Au~rized Signature and Date If yes, please label Please list present use or operations conducted at this parcel and proposed use ,..Y/~/~ (examples: existing: single-family; proposed: same with garage.) 2/05 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS Fee: $ Office Notes: __ Filed By:. For Office Use Only Date Assigned/Assignment No. HouseNo.~/~5'~treet /~tY~L.c.$ ~(,/~. Hamlet SCTM 1000 Section ~O Block ~'4~Lot(s) / ~9 Lot Size , 5'"~q Zone ~'- q-d> I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED ~D:~/~ ~. Z~offBASEDONMAPDATED .?.- 7 - ~' ~' Applicant(s)/Owner (s): MailingAddress: ~ ~ Telephone: NOTE: In addition to the above, please complete below if application is signed by applicant's attorney, agent, architect, builder, contracl vendee, etc. and name of person who agent represeats: NameofRepresentati.ve: ~',~.,~g~-~"/. ~'~/g~,~,~,~ for(~Owner, or ( )Other: Agent'sAddress: /~.~a ~t"'g,~C.t~,,,r.. ~?"7. ~.J,l'~trg Iq/Z- Please check box to specify wbo you wi~l~ correspondence to be mailed to, frotn the above names: [] Applicant/Owner(s), or I~Authorized Representative, or [] Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED ~- ~'~TandDENIED AN APPLICATIO~ DATED ~- ~. 4' -'O ~' FOR: ' ' ~'Building Permit [3 Certificate of Occupancy [] Pre-Certificate of Occupancy [] Change of Use [] Permit for As-Built Construction [3Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article.~--- Section 280- t ~ ~'~ Subsection Type of Aj~eal. An Appeal is made for: Z'A Variance to the Zoning Code or Zoning Map. [3 A Variance due to lack of access required by New York Town Law-Section 280-A. {3 Interpretation of the Town Code, Article Section [] Reversal or Other A prior appeal I~has, [] has not been made at any time with respect to this propert¥~ UNDER Appeal No.$7?TYear Z~t~$'. (Please be sure to research before completing this question or call our office for assistance.) 'NameofOWner: 7~O.~p.~*S f~,ff~ /zg¢~.~,~BAFile# REASONS FOR APPEAL (additional sheets mav be used with #re#arer's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: 7~/-~/~' ~'~'~ ¢) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: (3) The ameunt ef relief requested is not ~ubst~ntial because: (4) ~e ~ar~a~e ~ill ~ ~a~e a~ adverse effect er i~a~t e~ the ~bysi~al er e~ire~e~t~l ~e~di[ie~ in the neighborhood or district because: ?/~ ~t~-~ / (5) Has the alleged difficulty been self-created? (~s, or Are there Covenants and Restrictions concerning this land: ( )No. ~No. [] Yes (please furnish conv). This is the MINIMUM that is necessary and adequate, and at tlle'same time preserve and protect the character of the neighborhood and the health, safety, and welfare of the community. Clteck this box ( ) IF A USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE' THE ATTACHED USE VARIANCE SHEET: (Please be sure to consult~r at.~ Sworn to before me this [ ~'- (Agent must submit written Authorization from Owner) ry Public -- q UND& P. P, MIDO. P~ I~, APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: 7"/(~,a,~4, .~/~q ///gt~,t/~ ' ' Dateerepared: I. For Demolition of Existing Building Areas Please describe areas being removed: J~.t//~ ' ' ii. New Construction Areas (New Dwelliug oy New Additions/Extensions): Dimensions of first floor extension: / ~ ~c ~ ~ · Dimensions of new second floor: Dimensions of floor above second level: Height (from finished ground to top of ridge): Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural, existing grade to first floor: III. Proposed Construction Description (Alterations or Structural Changes) (attach exn'a sheet if necessary) - Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: ~5;~ ~ ~.~ 1'9 ~ ~ Number of Floors and Changes WITH Alterations: IV. Calcul~_tions of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: ~_ g '¢:5 ~, :¢ ~1'. ~,~. Proposed increase ofbuilding coverage: ~, ,~ _~5~-~q.~.~ ,~(m 4'J'~9~'~'.~ Square footage ofyour lot: ~5.'5 ~ ,451 :~ · /g::t~. Percentage of coverage of your lot by buildin~ area: I ~ ~'~'~ V. Purpose of New Construction: VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meetiag the code requirement(s): Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE , . FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject, j~emises listed on the real estate market for sale? [] Yes ~o B. ~t, here any proposals to change or alter land contours'? ~rqo [] Yes, please explain on attached sheet. C. 1) Are there ar~.aS that contain sand or wetland grasses? ~../~. 2) Are these areas shown on the map submitted with this application? ~ ~ 3) Is the property bulkheaded between the wetlands area and the upland building area? 4) If your property contains wetlands or pond areas, have you contacted the office of the Town Trustees for its determination of jurisdiction? ~,/~'~ ~ Please confirm status of your inquiry or application with the Trustees: ~,~ .,~'/F" ,~'~.~ ,~, and if issued, please attach copies of permit with conditions and'approved map. D. Is there a depression or sloping elevation near the area of proposed construction at or below five 'feet above mean sea level? ~ t E. Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? ~t~ (Please show area of these structures on a diagram if any exist. Or state "none" on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises? . If yes, please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? /~.~ If yes, please label the proximity of~your lands on your map with this application. H. Please list present use or operations conducted at this parcel .~<'~,/,~ ~'t; ~: /~",~ ,~t ~ .~ ~~'~'5 and proposed use '~ .,4 ~ ~ (examples: existing: single-family; proposed: same with garage or pool, or other description.) Ad~horized Signature and Date 2/05;1/07 TRANSACTIONAL DISCLOSURE FORM APPLICABLE TO OWNER, CONTRACT VENDEE AND AGENT: The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. (East name, first nalne, nfiddle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Variance ~ J Special Exception ~ *Other Approval or Exemption ~- from plat or official map Change of Zone Tax Grievance ~ *If"Other" name the activity: ~ Do' you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relatio~udes&y~ blo~ marria eg~.~business interest_~_~ "Business interest' means a busin.ess~ding~ a~ship~ch tile Town officer or CmOs e~n ' · ~[nent b a cot oratioo in which t~ officer nr~-~,~ ' ~~rnersh~p~_(~ ~ .......... ~~' X,~.m_Pm ee owns more than 5o/~t~ tlm ..... YES NO ~ ~ If yott attswered "YES", complete the balance of this forth attd date attd sign where indicated. Name of person employed by tile Town of Southold: ~ 4:~ff~, ~ Title or POsition ofttmt person: Descr/be that relationship between yourself (tile applicant, agent or contract vendee) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. 'Pile Town officer or employee or his or her. spouse, sibling, parent, or child is (check all that apply): ~ A) the oVmer of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); ~ B) the legal or beneficial owner of any interest in a non?orporate entity (when the applicant is not a corporation); ' _ C) an officer, d~rector, panner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSH~ Submitted this I .3 day Signature: o~ Print Name: Garrett A. Strang Architec~ September 7, 2007 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax (631) 765-5490 Mr. James Dinizio Jr., Chairman Board of Appeals, To~vn of Southold Main Road Southold, NY 11971 Re: Matron Determination of 4430/0o Appeal # 5797 SCTM # 1000-70-4-10 Dear Mr. Dmizio and members of the Board, Subsequent to your decision in the above referenced appeal, my clients have decided to scale back and reconfigum the nature and extem of their proposed project. I has been brought to my attention by the Building Department that even though the new scope of work is less than that previously proposed and within the relief granted by your determination, the fact that your determination made specific reference to my Site Plan bearing the ZBA date stamp of October 13, 2005, will require verification by the Board that the reduced scope of work is in compliance with the intent of the relief granted. The present proposal eliminates the raising of the roof for the purpose of making a 1-1/2 story dwelling but keeps the existing roof as is with only the addition of decorative dormers for architectural interest. The proposed 1-1/2 story addition across the South side of the dwelling has been reduced in size and will now be only 1 story. The proposed deck also on the South side oftbe dwelling has been reduced in size and set back further from the rip- rap than that required by the relief granted. The proposed 1-1/2 story addition to the Northeast side of the dwelling has been significantly reduced in size and will now be only 1 story. The proposed 1-1/2 story~addition to the Northwest side of the dwelling has been reduced in size and will now also be onlygne story. It ~wfll however be used for h_~'vin~ space inasmuch as there will no longer be living space afforded by the previously proposed 1-1/2 story additions and alterations. As such, there is now proposed a 1 story detached garage which is in full compliance with all aspects of the code as they apply to accessory structures. You will note the present proposal still maintains or enhances the rear and side yard setbacks allowed in your determination and by mamtaimng the existing 1 story building height will continue to have no adverse impact on the neighborhood. Permit ~ Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Marron Residence Report Date: 12/13/07 Data filename: C:\DOCUME-%ADMINI~2.STR\MYDOCU~I\Marro~ rck Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 13% Heating Degree Days: 5750 Construction Site: 3125 Wells Ave, Southold, NY 11971 New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: Garrett Straeg Garrett A. Strang, Architect P,O.Box 1412 Southold, NY 11971 631-765-5455 architect@quixnet net Designer/Contractor: Garrett Strang Garrett A. Straeg, Architect POBox 1412 Southold, NY 11971 631-765-5455 a rchitect@quixnet.net Ceilieg 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" oc: Wall 2: Wood Frame, 16" oc: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: All-Wood Joist/Tr~sstOver Unconditioned Space: 3022 38.0 0.0 91 1132 21 0 00 65 1788 13.0 0.0 147 329 0.320 105 117 0330 39 3022 21.0 0.0 133 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance w~th this Code Marron Residence Page 1 of 1 Compliance Certificate Project Title: Marron Residence Energy Code: Location: Construction Typo: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 25% Heating Degree Days: 5750 Construction Site: Wells Avenue Southold, NY 11971 Owner/Agent: Doug Mc Gahan Bay Creek Builders 1820 Stillwatar Ave Cutchogue, NY 11935 631-734-6270 = Compliance: 3.8% Better Than Code Maximum UA: 552 Your UA: ~1 Designer/Contractor. Brett Kehl East End Design Assoc. LLc. P.O. Box 1675 Southold, NY 11971 631~,33~084 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low-E Dour 1: Solid Do~' 2: Glass Floor 1: AIkWoed Joist/Truss:Over Unconditioead Space Floor 2: Ali-Wood Joist/Truss:Over Unconditioned Space 3102 30.0 0.0 109 2419 19.0 0.0 107 361 0.320 116 24 0.290 7 12 O.3O0 4 43 0,400 17 201 0.320 64 2806 30,0 0.0 93 296 20.0 0.0 14 The pmpoead building represented in this document is consistent with the bulk:ling plans, specifications, and other calculations submitted with this pormit application. The pmpoued systems have beq0 designed to meet the 2007 New Yod( Energy Conservation Construc~Jou Code mquirernents. When a Rngistared Design Profsssiona};~a~ stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or spooi~aflons are in compliance with this Cede. Name - Title Project Tide: Marron Resldeece Report data: 12/12/08 Data filename: C:~Documents and Sottings\Admioistrator~Desktop\Maffon\Marron.rck Page 1 of 1 xL I / ! / / /' "D.- 04k .t::::;' PROPOSED SANITARY ~iYtITEM ELEVATION8 FIRST FLOOR ELEVATION 18.00 EXI~TI,NG GRAIJE '15.00 GROUND WATER 1.~0' ltOIL, UNE AT BUILDING t 3.30 FIN:GRADE AT S.T, 15,40 TOP OF S.T. 14.25 B,T. INLET 13,26 ~.T.,OUTLET t2.73 BQTTOMGF S,T, 8.25 F N GRADE ATI-P~ 1S.TO 'rro~' OF L.P. ROM~ L,P. Inlet 12.5o BOTTOM OF LP. 6.30 ...... ,--7-'-- SANITARY EYSTEM QEEIGN EUILDING ~ NUMBER OF BEDROOMS EfJetlPB A Ex~tlng & SANITARY EYBT~ EM Proposed 3,gE41q, fL SUFFOLK COUNTY WATERAUTHORITY ONE (1) 1,000 ~AkLON SEP~IG TANK TWO (2) 0' DI~ETER X 6' DEEP LEACHING POOLS SITE DATA ~EAI~ ~ERVEB W]T~ PUBLIC WATER BY $CWA, NO ,P, RIVfl'i"E ~LL~ KNOWI~ TO EXIST ~T*RI N 1~0 OF ~UBJECT PROPERTY. - TYPICAL RECTANGULAR SEPTIC TANK' ]DE~E3 ED ~ )DEl E] EE] LEACHING SECTIONS ZONING FLOOD ZONE WATER SUPPLY USE LOT COVI~R~OE TOTAL -+ LEACHING SECTIONS o.~9 ACRES - 2E~647 SO.,FT, 1000 - 70 - 04 - 10 MAP OF PLAN OF LOTS OWNED BY FILED NOVEMBER Z6 1927 ~6 SOUTHOLD~ TOWN OF SO~THOLD 8~JFFOLK COUNTY, NEW YORK R- 401RESIDENTIAL SUFFOLK COUNTY WATER AUTHORITY SINGLE FAMILY DWELUNG $1NGCE FAMILY DWELUNG 2,808 SQ, FT. 11.0 % 19.0 % NYSDEC: TOTAL IMPERVIOUS BUILDING AND PAVED :~REAS EX[S~NG Dwelling 2,473 SQ. FT. Deck & Porch 335 SQ.FT. Asphalt Driveway 2,140 SQ. FT. Brick Terrace ~90 SQ. FT. TOTAL $,338 SQ. FT. PROPOSED Dwelling wi addlEons 3,619 SQ. FT. Da~k & Porch wi addlEons 1,237 SQ. FT. Asphalt Driveway Deleted 0 SQ. FT. Brick Terrace Deleted 0 SO. FT. New Stone Walk 00 SQ. FT. TOTAL 41916 SQ. FT. NYEOEC: TOTAL IMPERVIOUS LOT COVERAGE EXISTING PROPOSED OWNER 20.8 % 19.2 % THOMAS & MARY IRENE MARRON 26 RANDALL DR. SNORT HILLS, NJ. 07078 T. EE,TE,',.A.V,'AS".E"AREOW'T"'"'O"",'T'O"TAR'"'"O" :t I GARRETT' A. iSTRANG I A SURVEY MADE BY JOEEPHA. INGEGNO, LANDEURVEYOR. I 1/ ~ ~i~.,.;~--~--I --.- ' -- . I~°"*T'°' ~,~;r~E;~ ~.-*~-~.-~'~r~ A~-"'/!G~, - ' . / ~ ~ ~ ~ ,~ J '"-..-J UPDATED: AUGUST 8, 1995 . I ~¢.,._~ , .~...,,~. : ,.' - .. ~" , :o.,,~,.~ .~ ' ' I -~..~-.~-...,~'~ ,-" .~ ~--" ' -I ~o~G,M~// I, r ' ~ ' <=~'~~l~::'L~*a~?~::--. ' I..,,lli~;~la,/ , , ...... ~- 'L I ,' ..... ' ,' I ,, , I ~-'""'"?'1' ; "" I ,: --' NOTES: 1. ELEVATIONS ARE REFeReNCED TO N.G.V.D. 1929 DATUM. 2. EXISTING CONTOUR LINES SHOWN THUS: lO--- SPOT ELEVATIONS SHOWN THUS: ~9~ 3. EXISTING CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY OF TITLE No. 141-S-8665 MARY IRENE BURNS NEW YORk N.Y.S. tic. No. 50467 Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 UNAUTHORIZED A_TERA~ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC~ON 7209 OF 7¢1E NEW yORK STAT EDUCATION LAW. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF R£CORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. ,/ / / SURVEY OF LOT 10 MAP OF PLAN OF LOTS OWNED BY GEORGE H. WELLS FILE No. 859 FILED NOVEMBER 2B, 1927 SITUATED AT SOUTHOLD TOWN OF SOUTHOtD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-10 SCALE 1"=20' SEPTEMBER 15, 1994 AUGUST B, 1995 (UPDATED SURVEY) SEPTEMBER 13, 1995 (REVISED AS PER SUFFOLK ENVIRONMENTAL CONSULTING, AUGUST 11, 2008 FOUNDATION LOCATION & STAKE WEST PROPERTY LINE AREA 25,640.80 sq. ff. (TO TIE LINE) 0,589 ac. MARY IRENE BURNS 3125 WELLS AVENUE SOUTHOLD, N.Y. 11971 94--~70] B~.40 OO SURVEY OF LOT 10 MAP OF PLAN OF LOTS OWNED BY GEORGE H. WELLS FILE No. 859 FILED NOVEMBER 28, lg27 $ITUATE SOUTHOLD TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-10 SCALE 1"--20' SEPTEMBER 15, 1994 AUGUST 8, 1995 (UPDATED SURVEY) SEPTEMBER 13, 1995 (REVISED AS PER SUFFOLK ENVIRONMENTAL CONSULTING, Inc.) AUGUST 11, 200B FOUNDATION LOCATION & STAKE WEST PROPERTY LINE JAhILB~X._,~.!.~I FINAL SURVEY AREA 25,641 sq. ff. (TO TIE UNE) 0.589 ac. Nathan Taft Corwmn III Land Surveyor Successor To: Stonley J. Isaksen, Jr. L.S. Joseph A. Ingegno LS. PHONE (651)727-20a0 Fax (651)727-1727 NOTE: ADDITIONAL STRUCTURES (WALKS, etc.) IF ANY ARE NOT SHOWN DUE TO SNOW COVER AT DATE OF FINAL SURVEY. CEt~TIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY TITLE No. 141-S-8665 MARY IRENE BURNS OF NEW YORK x, APPROVED AS-NOTED NOTIFY BUILDING DEPA 765-1802 8AM TO 4FM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRSTE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4, FINAL - CONBTRU,CTION MUS,T BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE cOMPLY WITH ALL CODES OF NEW YORK STATE & ToWN CODES AS REQUIRED AND CONDITIONS OF ,. SOU'[HOLD TOWN ZBA . SOUTNOLD IOWN PLANNING BOARD _ SOUTHOLD TOWN 'TRUSTEES , N,Y,$. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 CODES OF NEW YORK STATE. OF THE TOWN (~0DE_ CERTIFICATION OF' NAILING & CONNECTIONS ~ FLeD DAMAGE ,P~VE~t~ FRAMING U~IL suRvEY ONDERWRJTERS CERTIR~ L rS~ORM, D~J~i!N~E CALCULATIONS pmvIde - ~. 8' dla, x.3'- 6" deep sm~m dral~gA rln~s ( 296 ~u. ff~ } Roof A~ea - 1,923 lq. Roo~Area- 67Ssq. ft. ,. I- 8' dis, x 3'~ 6" deep storm drainage ring ( 148 cu. ft. ) .With slab and piping. TYPIOALIRECTANGULAR SEPTIC TANK' PROPOSED SANITARY SYSTEM ELEVATIONS FIRST FLOOR ELEMATION 18.00 ,F. XlSTt,N6 e~dE IS.00 GROUND WATER 1,30 SOIL UNE AT BUtL~ING 13,50 FIN. GRADE AT S.T. 16.40 TOP OF S.T. 14.25 S.T, INLET 13.25 B,T. OUTLET 12.75 SOTT~ OF E,T. 8.25 FIN. GRADE AT LP. 16.10 TOP OFLP. SOME 13,90 BOTTOM OF LP. 6.30 LEGEND "S.T." - Septic Tank "LP. - Leaching Pool /%¸ SANITARY SYSTEM DESIGN BUILDING AREA Ptopoled 3,g~4 sq. ft. NUMBER OF BEDROOMS ExlsUng & Prot~3sed WATER SUPPLY Existing & Proposed SANITARY SYSTEM Proposed SUFFOLKCOUNTY WATER AUTHORITY ONE (1) 1,000 GALLON gEPTIC TANK TWO (2) 8' DIAMETER X 6' DEEP LEACHING POOLS CONCRETE COVER -- TYPICAL LEACHING POOL ' I LEACHING SECTIONS AREA IS'SERVES WITH PUBLtC WATER 6Y SCWA. NO I~RIVATE W~LLS KNOWN TO EXIST WITHIN 150' OF SUBJECT PROPERTY. iDm~ m-1 CZ~ LEACHING SECTIONS SITE SITE AREA UPLAND AREA TAX MAP ~ FILED MAP DATA ZONING FLOOD ZONE WATER SUPPLY USE EXISTING PROPOSED TOWN AGENCY: BUILDING AREA EXIS'IING PROPOSED Building addition Porch/Deck addition TOTAL LOT COVERAGE TOTAL EXIS~NG PROPOSED DATA 0,59 ACRES - 25,641 SQ. FT. 0.59 ACRES - 25,641 SQ.,FT, 1000 - 70 - 04 - 10 MAP OF PLAN OF LOTS OWNED BY GEORGE H. WELLS FILED NOVEMBER 28, 1927 AS # 859 SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK R-401RESIDENTIAL "AE'(el 8) and "X" SUFFOLK COUNTY WATER AUTHORITY SINGLE FAMILY DWELLING SINGLE FAMILY DWELLING 2,808 SQ. FT. 934 SQ. FT. 4,888 SQ. FT. 11.o % 19.0 % NYSDEC: TOTAL IMPERVIOUS BUILDING AND PAVED AREAS EXISTING D'welllng 2,473 SQ. FT. Deck & Porch 335 SQ,FT. Asphalt Driveway 2,140 SQ. FT. Brick Terrace 390 SQ. F~, TOTAL 5,338 SQ. FT. PROPOSED Dwelling wi additions 3,619 SQ. FT. Deck & Porch wi additions 1,237 SQ. FT. Asphalt Drivewa~ Deleted 0 SQ. FT, Brick Terrace Deleted 0 SO. FT. New Stone Walk 60 SQ. FT. TOTAL 4~916 SQ. FT. NYSDEC: TOTAL IMPERVIOUS LOT COVERAGE EXISTING PROPOSED OWNER 20.8 % 19.2 % THOMAS & MARY IRENE MARRON 26 RANDALL DR. SHORT HtLLS, NJ. 07078 THIS SITE PLAN WAS PREPARED WITH INFORM~TION TAKEN FROM ~1 ~~% ['. AI=IRET ,' A. STRANG - i -- ' ~NEW YORK DATED: SEPTEMBERI5 1994 , · " ' ~ UPDATED: AUGUST 8, ~19~5 i v S N 197 T, ~ ~'~"- ~'~' ~'~ - .... ALL E WTmN AND COUN Lm TO I NOTE: ENTIREPEPJMETEROF FOUNDATIONTOHAVE?~,NTINUOU~MEMEP-aM*JEWATERPROOFINO NOTE: ALL POBTS SHOWN ON THE DRAWINO& MUSTBESUPPORTEDWITHSOIJDBEARINO 8YBTEM)NB'TN-LED AB MANUFACTURED BY "GRACE", GARUSLE OR AP~OVED EQUAL. BELOW WHICH IS CONTIOUOU~* DOWN TO.FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT A. NDIOR CRAWL BPACE AREAS. i i iI 1 II ,0 FOUNDATION NOTES : Ag footings shall boar upon undisturbed soil baying an assumed bearing capacity of 4,000 p.s,L Bearing capacity of sog is to be verified by the contractor prior to placement of footings. 2. The Contractor is to verify al) field conditions prior to beginning of construction and is to repor~ any and all discrepancies to the Architect ~mmediately, 3. Ag construction must comply with aU national, state anit local codes, latest editions. 4. All concrete construction must conform to the American Concrete Inst~tute's "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI - 318, latest edition. 5. Afl masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" latest edition, 6. The ultimate compressive strength of concrete at 28 days will be: Foundation & Footings 3,000 p.s.i. Floors & Slabs 2,500 p.s.L All concrete slabs will have expansion and control joints as required. All foundation walls must have '/," diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x V," washers and propedy sized nuts spaced no greater than 6'° 0" on center with a minimum penetration of 7" in~o concrete or 15" into C,M.U. Anchor bolts to be placeit 4" in from face of foundation wall, 12" max. from corners and 6"min.- 12" max. fronl elldS or splices of plates. All post footings must have proper post anchms "Z-MAX" coated and imbedded 10" (minimum) into concrete footing NOTE: Contractor to provide and install V~" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvamzed anclmr bolts for C.M.U. foundations with 3" x 3" x V4" washers and properly sized nuts spaced no gte ater than 6'- 0" on center wltb a minimum penetration of 7" into concrete or rs" into C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, f2" max. from corners and 6"min.- 12'~ max. from ends ur splices of plates. TOREMAIN ' ~ , 123,0 Traveler Street Southold N.Y. 11971 °*T~tx-~-~~ t~-l~-~ ~u~~ NOTE: &u. IN)- R P Wnew INCLUmN UND Y, POWDER ROOM BEDROOMS ARE TO RECEIVE -t/2 UNFACED SOUND,DEADENING) INSULATION. II //- - " I NOTE; ALL POSTS SHOWN ON THE D~WING,S MUST BE SUPPORTED WITH SOLID BEARING BELOW WH CH S CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT ~D/OR CRAWL SPACE AREAS. LEGEND EXISTING WORK TO BE REMOVED EXISTING WORK TO REMAIN NEW WORK TO BE INSTALLED il I -'1 CROSS SECTION CROSS SECTION UPLIFT CONNECTIONS NOT TO SCALE END VIEW LATERAL FRAMING CONNECTIONS NOT TO SCALE HIGH WIND ZONE CONNECTOR SCHEDULE LOCATION MANUFACTURER/ MODEL # I MATERIAL/FINISH I PRODUCT RAFTER TO RAFTER SIMPSON STRONG-TIE LSTA21 20 GA METAL STRAp TIE RAFTER TO TOP SIMPSON STRONG-TIE H 2 t8 GA METAL HURRICANE TIE PLATE TO STUD Z-MAX COATED RAFTER TO SIMPSON STRONG-TIE H t0 OR 16 GA METAL HURRICANE TIE -- TOP PLATE H t0-2 Z-MAX COATED TOP PLATE SIMPSON STRONG-TIE H 8 18 GA METAL HURRICANE TIE TO STUD Z-MAX COATED STUD TO SOX BEAM SIMPSON STRONG-TIE MSTA36 16 GA METAL STRAP TIE AND SILL ____ Z-MAX COATED RAFTER TO TOP OF SIM PSON STRONG-TIE HTS 16 14 GA METAL TWIST STRAPS GIRDER Z-MAX COATED ROOF GIRDER THRU BEARING PLATE, ROD & COUPLER COLUMN TO SI[~I.ES 0 N ST~BO NG -TI E STRR 112 NU~ ALL Z-MAX C_OATED FOUNDATIO, N DECK JOISTS TO SIMPSON STRONG-TIE MTS 12 16 GA METAL TWIST STRAPS DECK GIRDER Z-MAX COATED DECK GIRDER TO 2 - 5/8" DIA. GALV. MACHINE BOLTS, POET NUTS & WASHERS DECK POST TO SIMPSON STRONG-TIE PBS 44A 12 GA. BASE, 14 GA. STRAP, POST CONC. FOOTING BASE, STAINLESS STEEL NAILING SCHEDULE JOINT DESCRIPTION I NUMSEROF I '-- NAILS NAIL SPACING ROOF FRAMING RAFTER TD TOP PLATE (toe nailed) 1~" SPACING, S~ WALL HEIGHT ! 3- 8d PER RAFTER CEILING JOIST TO TOP PLATE (toe nailed) , . 18" SPACING, S' WALL HEIGHT 3- 8d PER JOI~;F CEILING JOIST TO PARALLEL RAFTER (face nailed) 6- 16d EACH LAP -- CEILING JOIST LAPS OVER PARTITIONS {taco nailed)_ 6- 16d EACH LAP COLLAR TIE TO RAFTER If ace nailed} 3- t0d __ PER TIE EACH END (~ 16" olc BLOCKING TO RAFTER (toe nailed) 2-8d EACH END RIM BOARD TO RAFTER lend nailed} 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (face nailed) ;2.16d PER FOOT TOP pLATE AT INTERSECTIONS (face nailed) 4- t6d JOINTS-EACH SIDE STUD TO STUD (fa=e,nailed) 2- 16d __ 24" D.C. HEADER TO HEADER {face nailed) 1~ 16d 16" D.C. ALONG EDGES TOP OR BOTTOM PLATE TO'STUD (end naiJed) 2- 16d ~. PER 2X4 STUD 3- 10d PER 2X~-STUD BOTTOM PLATE TO FLOOR JOISTS, BANDJO~ST 2- 16d PER FOOT END JOIST OR BLOCKING {face hairedI FLOOR FRAMING JOIST TO SILL~ TOP PLATE OR GIRDER (toe nailed} __ 4-8d ..... PER JOIST BRIDGING TO JOIST (toe nailed) 2- 8d EACH END BLOCKING TO JOIST {toe nailed} 2- 8d _~. EACH END BLOCKING TO SiLL OR TOP PLATE (toe nailed) 3- 16d EACH BLOCK LEDGER STRIP TO BEAM Iface nailed} 3- 16d EACH JOIST JOIST ON, LEDGER TO BEAM (toe nailed) 3- rid EER JOIST BAND JOIST TO JOIST {end nailed) 3- 16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (toe nailedI 2- 16d . . -- .... PER JO ST ROOF SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - RAFTERS 16"olc Sd 6" (~ EDGE/6" INFIELD INT~RIORZONE - RAFTERS t6"o/c Bd 6" ~ EDGFJ12" IN FIELD CEILING SHEATING GYPSUM WALLBOARD I t-112" SCREWS .~"~" ~ EDGE/10" IN FIELD WALL SHEATHING STRUCTURAL 'PANELS 4 PERIMETER EDGE ZONE - STUDS t6 olc Sd 6" ~ EDGEI12" IN FIELD INTERIOR ZONE - STUDS 16"olc 8d 6" ~ EDGEI12" IN FIELD ..... FLOOR SHEATHING STRUCTURAL PANELS I" OR LESS / 8d '-~" I~ EDGEI12" IN FIELD ARRETT A. STRAND LIGHT Location Living, Dining, Area Kitchen, Famil Area Altered Guest VENTILATION AND EGRESS SCHEDULE Area sq. ft. 585 168 Natural Light Natural Ventilation 88 sq. ft. $8 sq. ft. 15.0% 9.6% 16.9% 8.5% Egress Window Door 35 sq. ff. 5.8 sq. ft. Bedroom I Altered Guest Bath I New Guest ~_] Bedroom II New Guest ~ Bath II New Guest Water Closet 6.9% 34"x 24" 50cfm min. 8.7% 34"x 24" 50cfm min. 2.79 sq. ft. i 12.8% artificial 16.3% artificial light 5.17 sq. ft. Powder artificial 50cfm Room light min. Masler 61 sq. It 40.6 sq. ft. 22.4 sq. ft. Bedroom 21.9% 14.6% 41"x78" Master 7.4 sq. ft. 50cfm I Bath min. Master 6.8 sq. ft. 3.6 sq. ft. ' ........ : Water Closet I NOTE: EVERY ROOF FRAMING MEMBER MUS ~ HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED DY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. architect 1230 Traveler Street Southo!d N.Y. 11971 631'-765-5455 NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. I I I % ' NOTE: INSTALLATION OF "AZEK" TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENEQ WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. GARRETT ',A. STRANG - 1230 Traveler Street Southold N~Y, 11971 ' 0~5244 ~ ~ 631 - 76~,- 5455 PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACI~ OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. E?TX . 1 L--- ,f ~"'~OTE ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE , BACKCAULKED DURING INSTALLATION OF SID~i~G AND FACECAULKED PRIOR TO PAtNTING OR STAINING. INSTALLATION OF "AZEK" TR M BOARD MATER AL MU~ST BE IN ACCORDANCE WIT~I MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE A8 PER THE MANUFACTURERS BPEClFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLEO, WILL BE I~, pLACED AT THE CONTRACTORS OWN EXPEN~E. NOTE; GARI:IETT A. STRANG ~ ~rchitect 1230 Traveler Street Southold N.Y. 11971 I 631-765- 5455 ; HOTE: PROVIDE AND INSTALL "iCE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP pLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLEBS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. :1 NOTE; ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY GRACE , CARLISLE OR APPROVED EQUAL. NOTE: Contractor to provide and install W' digmeter by 10" long (minimum) galvanized anchor bolts for P,C. foundations or 18" long (minimum) galvamzed anchor bolts for C,M.U. foundations with 3" x 3" x W' waehem and properly sized nyts spaced no greater than 6'- 0" on center with a minimum penetration of 7" into concrete or IS" into C.M,U. Anchor bolts I~ be placed 4" in from face of foundation wall~ 12" max, from comers and 6"min.- f 3"*max* from ends o,r splices of plates, NOTE: INSTALLATION OF "AZEK' TRIM BOARD MATERIAL MU_ST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERE SPECIFICATIONS. ANY MATERIAL FOUND TO BE iMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. GAI I ETT A. STI ANr- architect 1230 Traveler Street Southo!d N.Y. 11971 :r631f__ 765 __ 5455 NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. WINDOW SCHEDULE SYM QTY TYPE R.O. SIZE GLASS VENT ~FG. BY CATALOG # REMARKS WIDTH ~EIGHT SQ. FT. SQ* FT. VALUE CLAD MARVIN WHITE CLAD, LOW-S II At~O~i GLASS, 7/8" SDI W/SPACER, A 8 DOUBLE HUNG 3' - 2½" 5' - 1" 10.72 5.76 0.32 ULTIMATE CUDH3220 THICK SILL, WHITE JAMB UNER, PRIMED INTERIOR, STOOL STORM PLUS STORM PLUS & HARDWARE PER OWNER. COP. ET/U. UPGRADE & IMPACT RESISTANT GLA~S COMPUANT WITH NYS BLpG, CODE STORM PLUS STORM PLUS & HARDWARE PER OWNER. COASTAL UP~RADE · IMPACT W~ri~7,W RESISTANT GLASS COMPUANT WITH NYS BLD(g. CODE STORM PLUS STORM PLUS ; · HARDWARE PER OWNER, COASTAL UPGRADE & iMPACT WINDOW ; RESISTANT GLAS~ COMPLIANT WtTH NY8 BLDg. CODE STORM PLUS STORM PLUS ; & HARDWARE PER OWNER. COASTAL UPGRADE & IMPACT WINDOW ~ RESISTANT G.~,~SS GOMPUANT WITH N~S SLD(~' CODE STORM PLUS STORM PLUS · HARDWARE PER OWNER, COASTAL UPGRAOE & IMPACT WINDOW I ~ RE~/STANT GI..~SS (~OMPUANT WiTH N,Y~, BL~K~- CODE WINDOW R~ISTANT BLA~S COMPUANT WITH NY~ BLDG, CODE CLAD WHITE CLAD, LOW-E )1 ARGON GLASS, 718" SDL W/SPACER, K I AWNING 2' o t" 2' - 0' 2.44 0.8 0.33 MARVIN CAWN2424 THICK SILL, PRIMED INTERIOR, STOOL & HARDWARE PER STORM PLUS STORM PLUS OWNER. COARTAL UP,RAPE & IMPACT RESISTANT WINDOW COMPLIANT WiTH N~S BLDG~ CC[DE CLAD' ' WHITE CLAD, LDW~E II ARGON GLASS, 7/8" SD[. 'W/8PACER, L t AWNING 2, - 9'* 2, - 0" 3.44 1.10 0.33 MARVIN CAWN3224 THICK SILL, PRIMED INTERIOR, STOOL & HARDWARE PER STORM PLUS STORM PLUS OWNER. COASTAL UPGHADE · iMPACT Rind STANT GLASS COMPLIANT WITH NYS BLDG. CODE WI ND Gl/!/ WN TE CLAD, LOW-F II ARGONGLASs, 7/8" SDL WISPACER~ WINDOW I WHITE CLAD, LOW-E I1 ARGON GLASS, 7/8" SOL W/SPACER, DOOR SCHEDULE SYM QTY TYPE SIZE GL.ASS VENT 'U" MFG. BY CATALOG f/ REMARK6 NIDTH HEIGHT THICK SQ. FT. SQ. FT. VALUE EXTERIOR SWING 47051 SOUD MAHOGANY, DOUBLE RAISED HIP pANEL, LOW.E I I ENTRY WITH 0' - 2" 6' - 11" 1.3,'4" 11.20 20.00 0.33 ROGUE 4134/ H.P. GLASS. PRE-HUNG WITH STAINLF-~S STEEL HINGES 3!Dt=[ !~HT8 R.O. R,O. MiN. VALLEY 4705 AND FULLY WEATH ERSTRIPPED. NO BORE EXTERIOR INSWING MARVIN WHITE CLAD, LOW-E II AR~ON GLASS, SDL W/SpACER ~& 2 Ii CLAD ULTIMATE 12~ - O" 6'- 10 ~" 1-3/4" 50.40 35,44 0.33 CLAD CUIFD1206~ HARDWARE PER OWNER. COASTAL UPGRADE & IMPAqT FRENCH DOOR R*O. R*O. ULTIMATE ~ RESISTANT GLASS COMPUANT WITH NYS BLDG. CODE MARVIN WHITE CLAD, LOW.E Il ARGON ~_L~_~, SOL W/SPACER & EXTERIOR INSWING 8' - 0" CUIFDS068 HARDWARE PER OWNER* COASTAL UPGRADE &IMPACT 3 I CLAD ULTIMATE E'- 10 ~" 1-314" 27.92 22.41 0.33 CLAD ; FRENCH DOOR R,O. R,O. ULTIMATE -~ RESISTANT GLASS COMPLIANT WITH NYS BLDG' CODEI EXTERIOR CLAD MARVIN WHITE CLAD, LOW-E[ II ARGON OLA~S, SDL W/SPACER & 4 I ULTIMATE SLIDING 6'- 1-5/8" 6'- t0 ~" 1-314" 27.22 15.35 0.33 CLAD CUSFD606B HARDWARE PER OWNER* COASTAL UPGRADE & IMPACT FRENCH DOOR R. O. R.O. ULTIMATE RESISTANT GLASS COMPUANT WiTH NYS BLDG. CODE INTERIOR SWING PREHUNG MDF UNiT, RAISED PANEL & TR STICKING, 5 3 RAISED PANEL 2' - 8" 6' - 8" t-3/8" NIh N/A NIh TRUSTILE TS6020 PAINT GRADE. STYLE, MFG., HARDWARE AND FINRIH CONFIRMED WITH OWNER PRIOR TO ORDERING PREHUNG MDF INTERIOR SWING PREKUNG MDF UNiT, R*~J -eE-n pANEL & TR STICKING, 6 2 RAISED PANEL 3' - 0" 6' - 8" 1-3/8' N/A NIh N/A TRUSTILE TS6020 PAINT GRADE. STYLE, MPG,, HARDWARE AND FIN/eH CONFIRMED WITH OWNER PRIOR TO ORDERING PREHUNG MDF pREHUNG MDF UNIT, RAISED PANEL · TR INTERIOR SWING 7 4 RAISED PANEL 2' - 6' 6' - 8" 1-3/r NIh NIh N/A TRUSTILE TS6020 PAINT GRADE. STYLE, MFG., HARDINARE AND RNISH CONFIRMED WITH OWNER PRIOR TO ORDERING PREHUNO MDF PREHUNO MDF UNIT, RAISED PANEL & TR ~TICKING, INTERIOR SWING 8 3 RAISED pANEL 2'.-4' 6' - h" 1-3/8" N/A NIh NIh TRUSTiLE TS6020 PAINT GRADE. STYLE, MFG., HARDWARE AND fiNiSH PREHUNG MDF CONFIRMED WITH OWNER PRIOR TO ORDERING INTERIOR PAIR PREHUNQ MDF UNIT RAISED PANEL & TR STICKING, 9 1~ PREHUNG RAISED 2' ~ O" 6' - 8~ t-3/8' NIh NIh NIh TRUSTILE TS6020 ! PAINT GRADE. STYLE, MFG.~ HARDWARE AND F1N SH CONFIRMED WITH OWNER PRIOR TO ORDERING PANEL SWING MDF iNTERIOR PA. JR PREHUNG MDF UNIT~ RAISED PANEL · TR 8TICRING, 10 t PREHUNG RAISED 1' - 6" s' - r 1.3/8, NIh N/A NIh TRUSTILE TS6020 pAINT GRADE. STYLE, MFG, HARDWARE A~ID FINISH , CONFIRMED WITH OWNER PRIOR TO ORDERING PANEL SWING MDF PREHUNG MDF UNIT, RAISED PANEL · TR STIGRIN~, ' INTERIOR PAIR 3~.0. . TRUSTILE TS6020 ~ NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. PROJECT DATA ~ e of th Use r C~-'~'~ti°n Fire Area Construction '] ~ C~i;=, ~ Residence R - 3 20 feet 3,t 10 lq. ft. ¥- b i h Wind Edition Desig4 n Loads Dead Uve BUILDING NING DESIGN CRITERIA Winter Design : Shield Temp. U ndledlyment Hazards FINISH SCHEDULE ROOM FLOOR WALLS CEILING BASEMENT LEVEL EAGEMENT Existing to remain unaitered Existing to r~plain unaitsrnd Existing to ,=,,=~,~ unaltered CRAWL SPACE Painted and/or clear sealed, as per Owner. Painted white. Unfinished FIRST FLOOR LEVEL LIVING AREA ~ %" T&G Pmfinished Solid Oak Flooring as [~er Va" Gyp Bd, Tape & Spackle 3 Coats, Paint '/~(' Gyp Board, Tape and Spackle 3 Coats, White Owner. Alternate, Marsala Hardwood Laminate 3 coats, 6" Base & Cap Trim per Owner Ceiling Paint 3 coats, 5" Crown per Owner FAMILY AREA %" T&G Pmfinished Solid Oak Flooring as per Va" Gyp Sd, Tape & Spackle 3 Coats, Paint %" Gyp Board, Tape and Spackle 3 Coats, White t Owner. AHersats~ Mirage Hardwood Laminide 3 c~ats, 6" Base & Cap Trim per Owner Ceiling paint 3 coats, 5" crown per Owner KITCHEN =/~" T&G Preflnished Solid Oak Flooring as per %" Gyp Bd, Tape & Spackle 3 Costs, Paint V=" Gyp Board, Tape and Spackle 3 Coats, White Owner. Altsrnste; Mirage Hardwood LaminJts 3 coats, 6" Base & Cap Trim per Owner Cifling Paint 3 coats, 5" Crown per Owner PANTRY ! %" T&G Pmfiniahsd Solid Oak Flooring as per 3/~" T&G edge and center bead plank over %" Gyp Board, Tape and Spackle 3 Coats, Owner. Alternate, Mirage Hardwood Laminate ~" plywood sheathing~ paint 3 coats. Ceiling Paint 3 coats, 5" Crown per Owner LAUNDRY Porcelain Tile on 3/4" mud with wood base. : %" T&G edge and center bead plank over Va" M.R, Gyp Board, Tape and Spackle 3 Coats, Sial Layout and FinCh as per Owser. %" plywood ahearbing, paint 3 coats. White Ceiling Paint 3 coats 3" Crown per Owner HALL ~" T&G prefiniahed act d Oak Plooring as per i ½" Gyp Bd, Tape & Spackle 3 Coats Paint ½" Gyp Board, Tape and Spackle 3 Coats, White Owner. AIrarnlts,,Mirage Hardwood Laminate 3 coats, 6" Base & Cap Trim per Owner Ceiling Paint 3 coats, 5" Crown per Owner GUEST BEDROOM %" T&G Preflnlehsd Solid Oak Flooring as pet !&" Gyp Bd, Tape & SpahKie 3 Coats, Paint ½" Gyp Board, Tape and Spackle 3 Coats, White O,wnar. AlterDate, Mim~la Hardwood Lfamilrste 3 coats, 6" Base & Cap THm per Owner Caillflg Paint 3 coats, 5" crow~ per Owner GUEST CLOSET % T&G PmflniShed Sctid Oak FI0o~rinD as per ~/~,' Gyp Ed, Tape & Spackle 3 Coats, Paint '.~" Gyp Board, Tape arid Spackle 3 Coats, White Owner. Alternate, Mirage Hardwood Lamiolts 3 coats, 6" Base & cap Trim per Owner Ceilin~l Paint 3 coats, 5" Crown per Owner ~ GUEST BATH Porce sin Tile pn 314" mud with wood base. ',~" M,R, GYp Sd, Tspe sad Spackle 3 Costs ~/~" M~R. Gyp BOard, Tspe anc~Spackle 3 CoSts, S ze, La,out and Flrl~h as per Owner. Paint ,3 colts, 6" Wood Base & cap Trim White Ceiling Paint 3 coats, 3" Crown per Owner ENTRY ~ %" T&G Pmfintshed Solid Oak Flooring'al ,l~er W' Gyp Sd, Tape & Spackle 3 Coats, Paint 'hi' Gyp Board, Tape and sp~;~;~ 3 Coats, White Owner Alternate, Mirage Hardwood ~-amlnate 3 coats, 6" Base & Cap Trim per Owner Celltn9 Paint 3 coats, $" Crown per Owner . GALLERY %" T&G Praflnishsd Solid Oak Flooring aa per %" Gyp Bd, Tape & Spackle 3 Coats, Paint ~/=" Gyp Board, Tape a~d Sp&c~;~ 3 Coats, White Owner, Altsmats, Mim~ls Hardwood Llmihats 3 coats, 6" Base & Cap Trim per Owlet , Ce, gang Paint 3~,coats, 5'~ Crown per Owner POWDER ROOM ~/~" T&G Prafiniahed Solid Oak Flooring ss per ~" Gyp BU, Tape & Spackle 3 Coats,' Paint I */= Gyp Board,~Tape and SpacJde 3 Coats, White O,,w~er. A~em~ts, Mirage Hardwood Lamifl~le 3 coats, 6" Base & Cap Trim per Owner , I C~iling Paint 3 coats, E" Crown per Owner ALTERED MASTER BEDI~OOM = ' ' ' ' ',/, T&GPrefimshodSoidOakFoorngasl~er W'GypBd, Tape&~Speckle3Coats, Paint i Vz." Gyp Board, Tape and Speckts 3 Coats, White Owner. Allern~ts~ Mirage Hardwood Laminate 3 coats, 6'~ Base & cap Trim per Owner Ceiltng Paint 3 coats, $!' Crown per Owner MASTER CLOSETS 'A" T&G Pmfinlahad Solid Oak Flooring as per %" Gyp Bd, Tape & Spackle 3 Coats, Paint %" Gyp Board, Tape and Spackls 3 Coats, White Owner. Alternats, Marsala Hardwood Laminate 3 coats~ 6" Baal & Cap Trim per Owner i ceiling point 3 coats, $" Crown per Owoar MASTER BATH Marble Tile on 3~4" mud with marble base. W' M.R. Gyp Sd, Tape and Spackle 3 Coats W' M.R. Gyp Board, Tape and Spackle 3 Coats, Size, Layout and Fipish as per Owner. Paint 3 coatS, 6" Wood Base & Cap Trim White Ceiling Paint 3 coats, 3" Crown per Owner MASTER BATH SHOWER Marble Tile (nm~ skid) on 314" mud arid fibergl~ecs Marb e 'l'i;e lasts I~d on W' ~e,,~ board. Marble Tile installed on W' cement beard. Size membrane. Sial, Layout and Finish per Owner, Sl~ and ~yle to be delected by Owner. and style to be #elected by Own~r~. STUDY =/~" T&G Prafinizhed Solid Oak Flooring as per %" Gyp gel, Tape & Spa~ckle 3 coats, Paint '/=" Gyp Board, Tape and Spackle 3 Coats, White Owner. Alternate, Mirage Hardwood Laminate 3 coats, 6" Base & Cap Trim per Owner Ceiling Paint 3 coats, 5" Crown per Owner STUDY BATH Porcelsin Tile on 3/4" mud with wood base. ~" M.R. Gyp Bd, Tape and Spackle 3 Coats %" M.R. Gyp ~,~,, Tape and Spackle 3 Coats, Size, Layout and Finish as per Owner. Paint 3 costsl 6" Wend Base & (:ap Trim White Ceiling Paint 3 coats, 3" Crown per OWner STUDY CLOSET %" T&G praflnlehed Solid Oak Flooring as per %" Gyp Bd, Tape & Spackle 3 coats, Paint %" Gyp Board, Tape and Spackle 3 Coats, White Owner. Alternate, Mirage Hardwood Laminste 3 coats~ 6" Base & Cap Trim per Owner Ceiling Paint 3 coats, E" Crown per Owner ALTERED AND~NEW $14" x 4"Mahogany Decking installed w/ebty New prefihiShnd Cedar Shingle Siding to Beaded Board and 3" Crown per Owner ERONT PORCH blind fasteners, or as selected by Owner, Match New siding on Remainder of House DECK il4" x 4"Mahogany Decking isstslled wlebty New Prefinished Cedar Shingle Siding to nla ! blind fasteners, or as selected b~, Owner. Match New siding on Remainder of H~use GARAGE GARAGE AREA ' Painted and/or clear sealed, as per Owner. IlS' F.C. gyp board, tape and spackle 3 5/S" F.C. gyp board, tape and spackle 3 coats, coats, paint 2 coats, white ceiling paint 2 coats. AI'~C AREA I Plywood Sub Floor. I U,i;~,;=h=~ Unfinished GENERAL NOTES: 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation Code, latest edifion(s). 2. All Ele, ctrical, PlUmbing and HVAC work shall be governed by all National; State and Local Codes, latest edition(s), 3. Contractor to supply and install fire detection devices on all levels as per code and carbon monoxide detectors as per Suffolk County Sanitary Code "S760-t 021". 4. All connections of water supply lines are to be made with 05/5 solder as approved by Suffolk County Department of Health Se~/ices with certi~cale of colnpliance provided upon completion. 5. All showers and tubs to be equipped with "scald proof" fittings. 6. Contraotor(s) shall verify all field conditions and dimensions and will be responsible for same. Any discrepancies shall be repo~ted to the Architect immediately. 7. Contractor(s) will cooperate with all other trades and will complet~ work in accordance with best standards and practices. 8. All dimensions are nominal and take precedence over scale. All abbreviations are standard. 9. All items of work on the drawings are new, unless otherwise noted. to. Proprietary names identifying items of work are used solely to prescribe standards of construction. Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. 11. All wood frame construction shall conform to the American Forest & Paper Association "WOOD FRAME CONSTRUCTION MANUAL" 1995 SEC - HIGH WIND, latest edition. 12. All high wind resistant structural r~etal connections shown on the drawings, or required by code from the roof to the foundation are to be manufactured by "SIMPSON Strong-Tm" and be "Z-Max" coated, Connectors which are near, on or below grade must be fabricated of type 3t6 stainless steel. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. All wood framing members shall bave alt allowable extreme fiber stress equal to or greater than structural grade Douglas Fir: Fb = ll76 psi Fv = 95 psi E = 1,600,000 psi All ACQ treated wood framing members shall have an allowable exlreme fiber stress equal to or greater than structural grade Southern Yellow Pine: Fb = 87S psi Fy= 85pea E = t~400~000 psi All "Microlam" and/or "Parsiism" headers and girder~ ~rp to be designed and manufactured by TRUS JOIST. Installation must be in accordance with manufacturer's specifications. No substitut(ogs will be allowed/ Contractor(s) is/ara to follow all manufacturers' instructions, shop drawings, as well as installation manuals when installing any prefabricated item(si. Floor joists in new or altered bathroom areas below tubs are to be doubled. Floor joists below ail bearing and parallel partitions are to be doubled unless otherwise noted on the drawings. Double all headers and/or trimmers around all floor and roof openings. Provide solid blocking on all joist spans in excess of 8'- 0", unless noted otherwise on drawings. All headers and girders with a span in excess of five feet (5') are to bear on a minimum of 2- 2x4 or 2- 2x6 jack studs with double floor joists below, unless r~oted otherwise on drawings. Provide 5/8" fire code gypsum board on ceiling of mechanical equipment areas of basement as weft as on ceilings, walls and structural elements of garage areas as required by Code. Provide Va' moisture resistant gypsum board on walls and ceilmgs of bathrooms. Provide %" "WONDERBOARD' on all walls of tub and shower areas. All fire~stopping shall be of an approved non-combustible material and installed in accordance with all applicable codes. Exterior Wall insulation shall be 5~1/2'' (R-21) Kraft-faced batts with vapor barrier facing warm side of building. Ceiling/Roof insulation shall be 8-1/2" (R-30) or 10-1/4" (R-38} Kraft-faced belts as shown on the drawings with vapor barrier facing warm side of building. Basemenflcrawl space ceiling insulation shall be $-1/2" (R-21) Krafi4aced baits with vapor barrier facing warm side of building, interior walls of all bedrooms, bath and powder rooms shall receive 3-1/2" unlaced sound deadening insulation. 26. Contractor to provide one layer of building paper between sub and finish floors or underlayment, with all joints staggered and properly secured. 27. All windows and doors to be insulated, "Low E", high performance, impact resistant glass, with screens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate is to be used on all windows and doors. Contractor is to .confirm operation, style, finish, color and manufacturer with Owner prior to placing order. 28. All windows and exterior dbors to have aluminum or wood drip caps and flashing. 29. All door hardware, butts and doorstops to be solid brass. Entry, lock & latchsets are to be Emtek, Schlage "A" or "B" series, or approved equal. Style and finish as directed by Owner. 30. All cabinetry, counters, shelving and casework to be given an allowance with style and finish as selected by Owner. 31. Contractor to provide prefabricated closet system or 16" x %" PTS plywood shelving with edge band and/or 1-3/8" diameter wood poles at ali closets. Layout as directed by Owner. 32. Contractor to provide and install all interior and extermr trims as called for on the drawings & specifications or as otherwise directed by the Architect or Owner. 33. Contractor to provide and install all mirrors, medicine cabinets an0 sbower enclosures/doors as per Architect or Owner. 34. All deck stair stringers to be 3 x 12 ACQ rabbeted or sawtooth to accommodate treads. All treads to be 614 x 4 as shown with V~" max. space between planks using blind fasteners. Provide 3'-0" high min. railings as reqmred by code and as shown on the drawings. 36. Contractor is to clean all door and window glass, as well as leave alt floors, walls and ceilings free of debris immediately prior ID final completion. 36. Any reference to "as per Owner" Or "as directed by Owner" refers to Mr. & Mrs. Thomas Matron. ENERGY CONSERVATION NOTES: 1. This residence addition & alteration has been designed for and meets all the requirements of Chapter I f of the New York State Residential Code and Chapter 5 of the New York State Energy Conservation Construction Code. %ofGlass = Areaofqlassins~.ft. 444 15% glass Area of sidewall In sq. ff.: 2,920 2. All doors with glozing ;[nd windows, to have insulated glass, the;mai break, weather-ctripping and be flashed as required with a maximum U value of.40 (minimum R value of 2.5) and a maximu infiltration rate of .30 cfm per square foot. 3. Ag opaque exterior doors to be insulated, thermal break, weatherstripped and flashed as required with a maximum "U" value of .30 (minimum 'R" value of 2.al and a maximum infiltration rate of .50 cfm per : square foot, 4. HVAC equipment must conform to Section Nl103 of the New York State Residential COd~ and/or section 503 of the New York State Energy Conservation Construction Code. 5. The domestic water heater must conform to Sect/eh Nl104 of the New York Ststs Residential c°de and/or section 504 of the New York Stats Energy Conservation Construction Code, ,GAnnETT A. ;TRANG ' architect : , 1230 Traveler S~reet Southold N,Y, ~97~ I ELECTRICAL NOTES : 1. Ali electrical work is to be completed by a-licecsed electrician and is to comply with all National, State & Local codes in addition to Underwriters standards as they apply~ Electrical work must be performed by mechanics skilled [n their respectivb trade and shall presen~ appearance and function typical (Jr best trade practices. Work and/or materials not installed in thi~ manner will be repaired or replaced at no expense to the owner. 2, All work shown on the drawings is diagrammatic. Electrical Contractor shall coordinate his work wdh all other trades. Do not scale drawings for fixture or device locations. Verify all fixture, outlet & equipment locations with Architect andlor Owner prior to commencing work. Coordinate all work with_ ,Architectural, Kitchen Oablnet and Van ty draw ngs as we as a App lance and Equ pment ocations in addJt on to equipment and speaker locations. 3. Provide new underground electrical service of 300 amps minimum. Service to be mounted on "H" frame, located as directed by Architect or Owner. 4. Provide service entrance and power distribution equipment as required. Ali conductors shall be copper. Main breaker panel with whole house surge protection device is to be located in basement with' provision for future generator. 5. Provide service connection to power utility company transformer in accordance with utihty company requirements. 6. Required service equipment must be approved by the power Utllgy company, prior to release for fabrication. 7. ElectNcal system [s to provide adequate ser¥~ce and circuits for al~ imposed loads and equipment as required or directed by the Owner. 8. Electrical system is to provide adequate service and c[rcugs for future exterior loads, ia., landscape lighting, swim rq,[ng pool, dock power, etc. Sub-panels are te be located in the Pantry and garage for convenience circuits servicing those areas and Basement for future generator or as otherwise directed by Owner, g. Bottom of all pane[s shall be forty (40) inches above floor or as required by code. 10. Provide code- size grounding conductors for any equipment. tl. Wiring Methods: Above slab, use "ROMEX' or "BX' where permitted by National, State and Local codes. Buried or run in slab, use rigid conduit. 12. Conduit, where required, shall be galvanized and sized in accordance with National Electric Code. 13. Provide lights to all crawl space and attic areas on switches adjacent to access openings 12 Provide "Decora" style switches, receptacles, telephone, cable media & "smart receptacles" for corn purer devices with respective covers in colors as directed by the Owner. 13. All recessed Lighting to be controlled wgh dl/~mer devices or occupancy sensors as directed by Owner. 14. Provide Ground Fault protection c[rcug breakers or devices for all exterior and "W.P.' receptacles, those adjacent to sinks or lavatories and as otherwise required. t5. Provide adequate receptacles and connections for all appliances as well as venting of clothes dryers and all exhaust fans and Kitchen vent to the exterior of the building, 16. All fixtures are to be equipped with 130 volt "wait miser' [amps where applicable. 17, Electrical Contractor shall provide all heating, ventilating and air conddioning power and control wiring as required. 18. Prov de all motor control devices and wire same as directed. 19. Connect ail teJephone outlets as required by the telephone system. Provide all telephone condu, its, wiring, outlets and service requirements as directed by the Owner and in accordance witE the telephone utihty company regulations. 20. Prewlre for c ~edicated computer wiring and sound system as directed by owner. Provide and install door chimes with bvo (2) call locations and audible chimes on all levels in locations as directed by the Owner. 21. Contractor to furnish and install a complete fire detection and alarm system in compliance with all code and building department/fire marshal requirements 22. Contractor to furmsh and install carbon monoxide and gas detection/alarm systems In corn pi/anco with all National, State. County and Local codes or requirements. 23. Contractor to provide a security system as directed by the Owner. 24. Submit cuts of all fixt~e~, dev[ce~ and equipment for approval prior to ordering. 25, Contractor to file applications for all permits and service connections as well as pay all fees for installation and connection charges. 2§, Electrical Contractor shall furmsh a Certificate of Inspection from the Board of Fire Underwriters ~pon completion of the work under his contract. Such car tit/cate shall indicate the approval of the work installed and of the complete electrical system. 27. It is the intent of the Drawings and Specg[cations to provide a complete and operational electrical system weather details of same are shown or implied. All labor and materials required to produce this end result shall be included in Contractor's bid. 28. Any reference to "as per Owner" or "as directed by Owner" refers to ,Mr/ & Mrs. Thomas Marron. ELECTRICAL LEGEND RECESSED ~NCANDESCENT UGHTING FIXTURE LOW VOLTAGE RECESSED iNCANDESCENT OR HALOGEN STEP LIGHT FIXTURE STYLE AND FINISH AS SELECTED TWO (2) CIRCUIT HEAVY DUTY 110 VOLT JUNCTION BOX AOEQUAT[LY SECURED TO SUPPORT PADDLE FAN AS SELECTED BY OWNER INTERIOR WALL MOUNTE0 VANITY IJGHT FIXTURE AS SELECTED BY OWNER pO OlO0~ UNDER CABINET STRIP LOW VOLTAGE XENON LIGHTING FIXTURE OR AS ~ELECTED BY OWNER INTERIOR WALL el~,c KET FIXTURE AS SELECTED BY OWNER EXTERIOR WALL B r~AC~ET FIXTURE AS SELECTED By OWNER WALL MOUNTED SWITCH ~'D ECORA" ROCKER STYLE OR DIMMER · SINGLE POLE, MULTI.WAY OR OCCUPANCY SENSOR AS DIRECTED BY OWNER GARRETT A. STRANG -- architect 12.30 Travel.er,Street Southold N.Y. 11971 631-765- 5455 NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WiND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AB pER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLEE$ STEEl. AS MANUFACTURED BY "SIMPSON STRONG T1E" $IZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER$ BPECIFICAT1ON$, ~ O'r NOTE: GONTRACTOR MU$T CONFIRM WITH OWNER THE EXACT'MANUFACTURER l~dD SIZE OF ALL WINDOWS AND DOOR~, PRIOR TO FRAMING ANY ROUGH OPENINQ$, NOTE: Contract(~r to provide and install V3" diameter by t0" long (minimum) galvanized anchor bolts for P.C. foundations or t8" long (minimum) galvanized anchor bolts for C,M.U. foundations with 3" x 3" x %" washers and propedy sized nuts spaced no greater than 6'- 0" on center with a minimum penetration of 7" into concrete or rs" into C.M.U. Anchor bolts to be placed 4" in from face of. foundation wail, 12" max, from corners and IF'min.- 12" max. from ends or splices of plates. NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. REFER TO DRAWING E-I FOR ADDITION-AL ELEC~IOAL'NOTES. WINDOW SCHEDULE - GARAGE SYM QTY TYPE R.O. SIZE GLASS VENT "U" MFG. BY CATALOG # REMARKS WIDTH HEIGHT -- SQ. FT. SQ, FT, VALUE CLAD MARVIN WHITE CLAD, LOW-E II ARGON GLASS, 7i6 SDL W/SPACER, S 4 DOUBLE HUNG 2' - 6YP 4' - 5" 6.67 3.08 0.32 ULTIMATE CUDH2422 THICK SILL, WHITE JAMB UNER, PRIMED INTERIOR, STOOL STO IPLUS & HARDWARE PER OWNER. COASTAl- UPGRADE & IMPACT RESISTANT GLASS COMPUANT WITH NYS BLDG. CODE CLAD DOUBLE HUNG MARVIN WHITE CLAD, LOW-E II ARGON GLASS, 718' SDL W/SPACER, ; ULTIMATE CRT2819CM/ THICK SILL, PRIMED INTERIOR, STOOL & HARDWARE PER T 2 SToRMWITH EYEBROWiPLUS 2' - 5" 3' - 6" 5.28e 1.60 0.33 I STORM PLUS CAWN2824 OWNER. COASTAL UPGRADE & IMPACT RESISTANT GLASS WINNOW COMPLIANT WITH NYS BI~DG. CODE ~ DOOR SCHEDULE !- GARAGE SYM QTY TYPE ~Z.E GLAS~ VENT 'U" MFG. BY CATALOG # REMARKS WIDTH HEIGHT THICK ~Q. FT. BQ. FT. ; VALUE EXTERJOIR 8V~NG SOLID MAHOGANY, DOUBLE RAISED HIP pANEL, LOW- 19 1: IENTRY 2'-~1" 6'-1f" t-314" : N/A N/A NIA ROGUE 413,i(IG) EH.P. GLASS, PRE-HUN(;~WITHNTAINLESSSTEEL . R.O. R.O. VALLEY HINGES AND FULLY WEATHERSTRIPPED. NO BORE DECORATIVE DESIGNER WOOD OVERHEAD, 2 SEQUENT DOOR WP~' OROOVE 20 2 WOOD PA~NEL gLO" 7'-0" 2-114" NIA NIA NIA DOORS PROVENCAL PANELS, HALF BUCKS & 6 GLASS UTES, ELECTRIC OVERHEAD DOOR EUROPEAN BCVH-231 OPERATOR, KEYPAD AND REMOTE. COLOR, STYLE INSPIRATIONS AND FINISH AS SELECTED BY OWNER GARI ETT A. STRANG architect 1230 Traveler Street Southo[d N.Y, 11971 " ~631[- 765- 5455 ' - NOTE: INSTALLATioN OF 'AZEK" TRIM BO/~R0 MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTUiIERS RECOMMENDAIq0NS. All JOINTS M~$T BE PROPERLY.FASTENED WITH ' GLUE.AS PER'THE MANUFACTURER~I SPEC. tFICATiON~. ANY MATERIA/ FOUND TO BE IMPROPERLY INSTALLED, WILL BE I~EPL~CED AT THE CONTRACTOR8 OWN EXPENSE. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. 'i NOTE: ALL JOINTS BETWEEN 81DING AND CORNERBOARD8 OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTAE.ATIQN OF $1DIN/!; AND FACECAULKED PRIOR TO PAINTING OR STAINING. NOTE: PROVIDE AND INSTALL "tCE& WATER SHIELD" AS MANUFACTURED BY GRACE OR~AF "STORM GUARD" AT ALL RAKE EDGER, EAVES~ VALLEYS, HIPS, AND CHANGES !_N ROOF PITCH. ,GARRETT A. - archit e, -t 1230 Traveler Street Southold N.Y. 11971 631-765- 5455 BUILDING CONSTRUCTION NOTES: GENERAL NOTES: GROUND ~ND SEISMIC SNOW ~ DESIGN LOAD CATEGORY 45 Ibs/sqft 120 (mph) I B WEATHERING SEVERE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM SUBdECTFROSTDEPTH3,_D,,LiNETO MODERAT~TERMITE~'o HEAVY SLIGHT DECAYTo MODERATE' WIND EXPOSURE CATEGORY DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY REIDENTIAL R3 TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT IFiRE AREA HEIGHT. BUILDING, THE VERTICAL DISTANCE FROM GRADE PLANE TO I~lE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE = !9'-1~" AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STAT~ MAX RIDGE HEIGHT MINIMUM UNIFORM DISI~IBUTED LIVE LOADS (in pounds per square foot) DONCENIRAT~ ALL FRAMING MATERIAL ALL EXT. DECK FRAMING MATERIAL UNIFORM LOAD CONE USE (LBS) I LOBBIES AND FIRST FLOOR CORRIDORS 100 OFFICES 50 CORRIDORS ABOVE FIRST FLOOR 60 ATTICS WITHOUT STORAGE (b,e) 10 ATTICS WIrR STORAGE (b,e) 20 STAIRS 100 NC GUARDRAIL AND HANDRAILS [d) 200 (c) ROOF SEE SECTION 1, (LBS) 2,COB 2,000 2,0C0 o) ELEVATEU GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING /, 2,000 5 STORY POUND LOAD APPLIED OVER A 20 SQUARE-INCH AREA. AND UNUMITED SQ/FI b) NO STORAGE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR I~lE UNIFORML', DISTRIBUTED LIVE LOAD OR A 3OD-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES TH£ GREATER STRESSES d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCOROANCE ~rl SECTION RBO2.1OA, e) SEE SECTION R502.2.1 FOR DECKS A~ACHED TO EXTERIOR WALLS LUMBER SPECIES AND GRADE DOUGLAS FIR - LARCH #2 AND BETI~R ACQ NC PINE #2 AND BETTER TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE S~RENDTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (o) (fc) ~PE OR LOCATION OF CONCRETE CONSTRUD~ON WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND O~HER CONCRETE NOT EXPOSED TO B~E WE~AP~ER 2,500 Lc) BASEMENT SLABS AND INTERIOR SLA~B ON GRADE, EXCEPT GARAGE FLOOR SLAE3S 2,500 (c) BASEMENT WALLS, FOUNDATION WAL~S, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK E)XPOSED TO THE WEATHER 5,000 (d) PORCHES. CARPORTS AND STEPS EX:POSED TO THE WEATHER. AND GARAGE FLOOR SLABS 5,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6.695 kpo (o) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENITRAINED CONCRETE IN ACCORDANCE WiTH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PEF~CENT OR MORE THAN 7 PERCENT, (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. MARRON RESIDENCE WELLS AVE, SOUTHOLD, NEW YORK WORKNOTES: Notes shall be considered typlcol for items identified end shall apply to all some end similar conditions or locations; all locations may not be noted.) · PO Box1675 SHEE~ NAME: GENERAL NOTES NB SUSSTITUTIBNS ALL Framing hcrdware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, No substitutions ore ~pp~oved or authorized, ]}ue to the relationships o? Praming hardware to the other components oF the structure, any ?taming hardware substitutions wi~t render these plans nuLL and void, and wiLL resuLt in the instaLLer/contractor assuming responsibiLity ?or ~he design and per?ormance o? the entire system, ALL CONSTRUCTION IS TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AIvlERICAN FOREST ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. & PAPER FOR ONE AND Acceplonce at these drawings does not authorize the right to build without the auth,~dzatlon of local governing c, gm~cies, such as Suffolk County Dept. of Health Services, Town Building Depar~ments, DEC, FEMA, etc. Verify oll conditions, codes, and requirements with such agencies prior to construcUon. OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and orrangements represented therein, ore the proper~y of East End Design Associates, LLC. No pod~ thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CM~A SCALE: ~/4" = r-o" DATE: SHEET INDEX: O101 SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION H7 H6 LATERAL AL_OWABLE UPLIFT LOADS NO~I~ REFER TO SIMPSON WOOD CONSTRUCtiON CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER ~NSTALLAIlON PROCEDURES 12-10d x Ii" 775 3, 41 SO PINe ALLOWABLF UPLIFT OF / sP FASTENERS CUT LENGTH (TOTAL) CLEAR SPAN FASTENERS UPLIFT CODE REF. 7, 40, 127 CODE REF* CODE REF, LENGTH OF BOLT ~ IN VERTICAL WOOD MEMBER DEFLECTION AT HIGHEST ALLOWABLE LOAD DESIGN NOTE: ALL HANGERS TO SE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OIHER~SE NOTED. FAILURE TO COMPLY ~TH ALL NOTES ON THIS PLAN ~THOUT WRITTEN AUTHORIZAllON BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABIMllES ON THE CONIRACTOR. 8d ,~0 DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL "B" LTP4 Simpson Strong-Tie F[oor-~o-F~oo~ gonnec%lons MTS16 LiP4 MTS16 HDEA LiP4 Simpson Strong-Tie FLoor-to-FLoor DETAil "C" Connections LFTA HD2A TAKE-Up WASHER CNW COUPLLR DETAIL "D" Siinpson Strong-Tie SYSTEM MTS20 LTS20 COUPLER NUT DETAIL "E" SP4 LSTA21 DETAil "F" LSTA21 SP4 LSTQ21 DETAIL "G" Equal number specified nails in each end DETAIL Hug210-2 NB SUBSTITUTIDNS Simpson Strong-Tie CS16 }son Stron9 Tie LUS46 Simpson Strong-Tie HGAiO DETAIL "M" DETAIl, 'T' DETAIl, "J" ALL Framing hardware shown on these plans, unless otherwise indlc6ted, is Simpson Strong-Tier, No substitutions are &pproved or authorized, DETAIL "K" Due to the relationships oF Framing hardware the other components oF the s~ruc%ure, any ?lc&ming hardware subs~ltutlons will render ~hese plans nu~ ¢nd void, ~nd wi~t resut~ In ~he ins~tLer/com~r~c~or 6ssumlng responslblUty ?o¢ ~he design and pen¢oPm6nce o¢ the entire system, DETAIl, "L" SIMPSON TAKE-UP WASHER TU 8~"- SIMPSON TAKE-UP WASHER COUPLER NUT ~"- SIMPSON TAKE-UP WASHER ANCHOR BOLTS NB SUBSTITUTIDNS ALL Framing hardware shown on these plans, unLes¢ o~herwlse indicated, is §l~pson ~tromg-Tle, No substitutions are approved or authorized, ])ue to the relationships oF Framing hardware to the other components oF the structure, any Fro, Mn9 hardware substitutions will render these plans null and void, and will result, in the Ins~caller/contractor assuming responsibility For ~he design and pe~Fonmance o¢ the e~i~e system, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such es Suffolk County Dept. of Health Services, Town Building Depe~ments, DEC, FEMA, etc. Verify dl conditions, codes, and requirements with such agencies prior to construction. MARRON RESIDENCE WELLS AVE. $OUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified and shall apply to dl same end similar conditions or Iocetions; dl locations may not be noted.) I~J~ EAST END DESIGN ASSOCIATES, mx i PO Box 1675 HEET NAME: GENERAL NOTES ENGINEER: JAMES DEERKOSKh PE IProfessional Engineer 260 Deer Drive OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the propeAy of East End Design Assoclotes, LLC, No port thereof shall be copied, disclosed to others or used in connection with any work project other than for which they m have been°r prepared without written consent of East End Design Associates, LLC. PROJ_ECT NO: 897-2008 DRAWN BY: CMA SCALE: 1/~' = f-O" DATE: 08-08-08 SHEET INDEX: G102 JIJLIL JLLJL -3F][71- T1FF 2L/LJL _ JL ~/304§ RIGHT ELEVATION MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: Notss shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) IW3046 ~3046 ~V26510 AFFW505 ~ A-21 A21 LEFT ELEVATION Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. EAST END ;DESIGN ASSOCI-~I'ES, LLC ~¢~PO Box 1675 5130 Main Bayview Road Southold, NewYork 11971 SHEET NAME: ELEVATIONS OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of East End Design Assoclotes, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CMA SCALE: 1/4" = 1'-0" DATE: 08-08-08 SHEET INDEX: A101 MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: I (Notes shall be considered typlcal for items identified ant shall apply to oll same and similar conditions or I loclaUons; oll locations may not be noted.) ....... TINS0410* TW2642 1~304~0' TW2632 TW2032 t FRONT ELEVATION '[W2456 TW2456 ~/245fi , REAR ELEVATION Acceptance of these drawings does not authorize the right to build without the authorization of local 9overnlng agencies, such os Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such o9encles prior to construction. · PO Box1675 SHEET NAME: ELEVATIONS ENGINEER: JAMES DEERKOSKI, PE Professional Engineer 260 Deer DHve Moffltuck, NY 11952 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of East End Design Assoclotes, LLC. No port thereof shall be copied, disclosed to others or used in connection with ~ony work or project other than for which they hove been prepared without written consent of East End Design Assoclotes, LLC. PROJECT NO: 897-2008 )RAWN BY: CMA SCALE: 1/4" = V-o" DATE: 08-08-08 SHEET INDEX: A102 PROVIDE NEW FOUNDATION OR VERIFY THE CONDITION OF THE EXISTING, (INSURE FOOTINGS TO BE MIN, OF 5'-0" BELOW FINAL GRADE. PROVIDE (2)'~" ANCHOR BOLT AT EACH CORNER ~" ANCHOR DOLTS MAX OF 24"oc, ON ALL NEW FOUNDATION WALLS 2x12 ACQ I-LOUSE BEAM WITH 2x? I ED~EI~. EXISTING 2XA WALL UNDER (5)2xlO GIRDER LJ 2xl2 ACQ HOUSE BEAM WITB 2×2 LEDGER EXISTING BASEMEN I WINDOW .g L J EXISTING 2X¢ WALLI__ -- UNDER (3)2x10 EXISTING ° BASEMENT ///EX,ST,~G (3)2×10 - G,RDER .g EXISTING BASEMENT NEW CRAWL SPACE IF.j. 16"oc. 2' P C SLAB I _g EXISTING FINISHED BASEMENT EXISTING 2X4 WALL UNDER (3)2×10 d PROVIDE ACCESS FOR AIR CIRCULATION r d L/ ACQ GIRDER DBL. 2x10 .i PROVIDE ACQ SLEEPERS AS REQUIRED INSURE AREA 1' 0" SONA TUBE ON ~(~'~TiN1 'G°'' BIRDER CrRDER EXISTING BASEMENT PROVIDE ACCESS FOR AIR CIRCULATION 0 ~ DEL 2xlC PROVIDE AC( FSS FOR AIR CIRCULATION AGO 2x12 ACQ HOUSE BEAM WITH 2x2 LEDGER PROVIDE 2x4 ACQ SLEEPERS ON EXISTING GONG, SLAB SHIM TO MATCH FLOOR HEIGHTS AND INSULATE FLOOR WITH DOWBOARD TO FULL HEIGHT OF SLEEPERS AND SHIMS 2x4 ACQ SLEEPERS -16"oc, EXISTING SLAB W/SLEEPERS 1'-0" i~DNA TURF ON 2'0"~ 2' O"x CONC FOOTIND NEW CRAWL SPACE ACQ FOUNDATION PLAN NEW 2x10 J, 16"oc. NE~ 2xlO~FlJ 16"oc DBL 2x10 L PROVIDE ACCESS FOR AIR CIRCULATION NEW CRAWL SPACE 2" P.C. SLAB DBL 2x10 F NOTE #1: EXISTING 2x10 FLOOR JOISTS WITH PARALLEL WALLS ABOVE ARE TO BE PROVIDED WITH 2xB's ON EACH SIDE, SISTERED TO EXISTING FLOOR JOISTS LOCATION OF NEW FOUNDATION, IF EXISTING FOUNDATION IS TO BE USED INSURE THE FOUND/xFION IS IN GOOD STRUCTUAL CONDITION AND THE FOOIlN(; IS A MIN. OF 3' 0" BELOW FINAL GRADE. ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOCATION OF RECOMENDED ACCESS OPENINGS IN EXISTING FOUNDATION iNTO NEW FOUNDATION, PROVIDE FLUSH HEADERS AS REQLJIRED. LOCATION OF RECOMENDED ACCESS OPENINGS IN NEW FOUNDATION INTO NEW CRAWL SPACE, PROVIDE GIRDERS AS NOTED. REV. 08-14-08 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, otc. Verify all conditions, codes, and requirements with such agencies pr[or ~o construction. MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: Notes shell be considered typical for items identified and shall apply to ell same and similar conditions or locations; all locations may not be noted.) 5130 Main Boyview Rood Southold, New York 11971 SHEET NAME: FOUNDATION PLAN OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and errQngements represented therein, are the property of East End Design Associates, LLC. No port thereof shell be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepQred without written consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CMA SCALE: 1/4" = 1'-0" DATE: 08-08-08 SHEET INDEX: A103 NOTE ALL EXT. HEADERS ARE HFADER UNLESS OTHERWISE NOTED NOIE: ALL INT HEADERS ARE TO BE MIN, (2)2x10 HEADER UNLESS OTHERWISE NOTED, (3)1'~"x117~'' FLUSH (TO BE LOCATED DIRECTLY OVER BASEMENT GIRDER). NOTE, ALL EXT, HEADERS ARE TO BE MIN, 3~"x 9~'* LVL READER UNLESS OTHERWISE NOTED NOIE, ALL INT HEADERS ARE TO BE MIN, (2)2x10 HEADER UNLESS OTHERWISE NOTED. J5 FWG 100611-4 I . ' . % I % I MASTER BATH ? W/I W/I I MASTER BEDROOM BATH FWG 100611 4 'l- ¢ 14' 6' 3~3' 7' 7 ~fl2642 TW2642 1~2642 1468 STUDY 6"a~ CEILING JOISTS i3'-i0~' I\ ~/2456 ~2456 ~2456 ~2456 FOYER J '%. 20' 9' % % I % %1/ FAMILYI ROOM ~ I WI40 117~'' FLO~R JOISTS 16"oc., (lC KITCHEN 3.~ wi40-117~'' FLOOR JOISTS 2668 2688 P0C, ROOM PANTRY I' J I GUEST BEDROOM 2xlO I 5"o6 CEILIN JOISTS GUEST BATH W/C ~N2632 FIRST FLOOR PLAN NEW WALLS NOTE: ALL EXTERIOR WALLS ARE 2x6 CONSTRUCTION NOTE: ALL EXT HEADERS ARE TO BE MIN 3Y2"x 9~" LVL HEADER UNLESS OTHERWISE NOTED. NOTE' ALL INT. I-lEADERS ARE TO BE MIN. (2)2x10 HEADER UNLESS OTHERWISE NOTED. NOTE. ALL EXT. HEADERS ARE TO BE MIN. 3~"x 9~2" LVL HEADER UNLESS OTHERWISE NOTED, NOTE: ALL tNT, HEADERS ARE TO BE MIN, (2)2x10 HEADER UNLESS OTHERWISE NOTED. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, otc. Verify a~l conditions, codes, and requirements with such agencies prior to construction. MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) 5130 Main Bawiew Rood $oulhold, NewYork 11971 phone: 1631] 765-1862 SHEET NAME: FIRST FLOOR PLAN OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof sha[l be copied, disclosed to others or used in connection with ~any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. :ROJECT NO: 897-2008 BI~^WN BY; CMA SCALE: I/4" = 1'-0" DATE: 08-08-08 SHEET INDEX: A104 2x12 RIDGE BEAM (1)1~"×§Y~ LVL RIDGE HEADER HUNG FROM DBL 2xlD RAFTERS (1)13~4"x9~ LVL BIDGE HEADER HUNG FROM DBL 2x10 RAFTERS (1)1~"x9~ LVL RIDGE HEADER HUNG FROM DBL 2x10 RAFTERS 2x12 RIDBE BEAM %b , MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) EAST END DESIGN ASSOCIATES, rte ~F~po BOX 1675 5130 Main Bayvlew Road $oulhold, New York 11971 phone: 1631) 765- 1862 fax (631) 765-6820 E-Mail: CArmS~tS@oal.cam SHEET NAME: ROOF PLAN ROOF PLAN REV. 08-14-08 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies prior to construction. OWNERSHIP AND USE OF DRAWINGS: These drawings and specificotions including the ideas, design end arrangements represented therein, are the property of East End Design Associates, LLC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CMA SCALE: 1/4" = 1'-0" DATE: 08-08-08 SHEET INDEX: A105 NOTE: ALL VALLEY'S TO BE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLE"('S TO BE CONSTRUCTED OF l~"x 9~" LVL BEAMS CONTINUOUS RIDGE VENT- 2x12 RIDGE BEAM 2X10 16"oc. RAFTERS 5~,, CDX ROOF SHEATHING 50# FELT ARCHITECTUAL ROOF 2×8 RIDGE BEAM 2x6 FLYRAFTER 5,{,, CDX ROOF SN[ ARCHITECqUAL ROOF SHIN~ ~" CDX SUBFLOOR lx8 AZEK VENTED SOFFIT (AZEK BEADED) DEL. 2x6 (TOP PLATE) . 18" PERFECTIONS #1 (6" EXPOSURE) 50# FELT ~" CDX SHEATHING 2×6-]6'oc. STUDS R 19 [NSULATION 2x6 SHOE 2×8 BOX BEAM 2x6 ACQ F %"x12" ANCHOR BOLTS R-3O INSULATION MASTER BEDROOM ~ATCH EXISTING SUBFLOOR 2xB / 2x4 DEL 2x8 HEADER (2)2x8 RIDGE HEADER HUNG FROM DEL 2x8 RAFTERS 12" ATTIC 2x4 KNEEWALL (3)1~"xllT/a'' FLUSH DEAM Wl4Oxl 1~" FLOOR JOISTS DAMP PROOFING EXISTING 2x10 FLOOR JOISTS EXISTING (S)2x10 GIRDER 2x4 TOP F W/I 2x4 B" P C. FOUNDATION 2x4 KEWA¥ 16"x R" COND FOOT[ND (MIN 5' 0" BELOW FINAL GRADE) EXISTING 3" STEEL //' COLUMN BATH -~co W/C R 19 iNSULATION ~ ~'~ (3)2x10 GIRDER EXISTING 3" STEEL COLUMN PC. SLAB CONC. FOOTING 2'-0"× 2' 0"~ 1' 0" CONC FaO,TING EXISTING 2xlO FLOOR JOISTS ~ R 19 INSULATION- PROVIDE 36"w x 24"h OPENING TO ALLOW FOR PROPER VENTILA'IION 2" PD EXISTING BASEMENT SHOWER PROVIDE (2)2x10 BEAM CONTINUOUS RIDGE VENT 1~"x9~ LVL RIDGE BEAM RAFTERS CDX ROOF SHEATHING FELT ARCHITECTUAL ROOF SHINGLES 2X8-16"oc. CEILING JOISTS ? CRAWL SPACE CONC. FOOTING PROOFING P.C FOUNDATION KEWAY CONG. FOOTING CROSS SECTION A MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified ~r shall apply to all same and similar conditions or IocaUons; oll locations may not be noted.) CONTINUOUS RIDGE VENT 2x8 RIDGE BEAM 2X6-16"oc, RAF/ERS ~" CDX ROOF SHEATHING 30# FELT ARCHITECTUAL ROOF SHINGLES GABLE VENT DORMER DETAIL NOTE: ALL VALLEY'S TO BE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLEY'S TO BE CONSTRUCTED OF l~"x 9~2" LVL BEAMS CONTINUOUS RIDGE VENT -- l~"×g~ LVL RIDGE BEAM 2X8-16"oc, RAFTERS %" CDX ROOF SFIEA]HING 5O# FELT ARCBITECTUAL ROOF BHI ATTIC 2x6 / 2x4 lx8 AZEK FASCIA VENTED SOFFIT (AZEK BEADED) DBL. 2x6 (TOP PI~&TE) 18" PERFECTIONS //1 (8" EXPOSURE) 30// FELT ~" CDX SHEATHING 2xB 16"oc STUDS R 19 INSULATION 2x6 SHOE 2xB BOX BEAM 2x6 ACQ ~"x12" ANCHOR BOLTS DAMP PROOFING 8" P.C. FOUNDATION 2x KEWAY 16'x 8" CONC. FOOTING (MIN 3'--0" BEtOW FINAL 6RADF) 2X8-16"oc :EILING JOISTS R 30 ~ULATION W/I '-~ STUDY MATCH EXISTING SUBFLOOR EXISTING 2~10 FLOOR JOISTS CONG. FOOTING 2x6 COLLAR TIE 12" R 19 CRAWL SPACE 2" PC. SLAB~ CROSS SECTION B REV. 08-14-08 Acceptonce of these drowlngs does not outhorize the right to build without the outhorlzotion of Iocol governing ogencies, such os Suffolk County Dept, of Heolth Services, Town Building Depor[ments, DEC, FEMA, etc. Verify o1[ conditions, codes, ond requirements with such ogencles prior to construction. I fax 16~) 7&%~8~0 . I ENGINEER: JAMES DEERKOSKI, Pi Professionol Engineer 280 Deer Drive Mottituck, NY 11952 631-298-7116 OWNERSHIP AND U: OF DRAWINGS: These drawings and including the ideas, design and sments represented therein, ore the ,arty of Eost End Design Associotes, LLC. No thereof sholl be copied, disclosed to others in connection with any work or project other thon for which they hove been without written consent of Eost End Design LLC. PROJECT NO: DRAWN By8.'97-20c B SCALE: CMA DATE: 1/4" -0" 08-08- 08 SHEET INDEX: A106 TRIPLE 2x8 RAFTERS WITH PACKING BETWEEN TO PROVIDE FOR NAILER ON SIDE OF DORMER5 --N CONTINUOUS RIDGE VEN1 2xS RIDGE BEAM -- 2X6-16"oc, RAFTERS ~" CDX ROOF SHEATHING 50# FELl ARCHITECTUAL ROOF SHINGLE CROSS SECTION C, CONTINUOUS RIDGE VENT 1~"x9~ LVL RIDCB SEAM 2X8-16"oc, RAFTERS ~f~" CDX ROOF SHEATHII .~D# ARCHITECTUAL ROOF CONTINUOUS RIDGE VENT 2x12 RIDGE BEAM 2X10 16"oc RAFIERS ~" CDX ROOF SNEATHING 50# FELT ARCHITECTUAL ROOF 2x4 F 2x6 / 2x4 STRONGBACK IHINS FROM DSL 2x10 RAFTERS Al IIC lx8 AZEK FASCIA VENTES SOFFIT (AZEK BEADED) / DBL 2x6 (TOP pLATE) R 30 INSULATION~ 3A" CDX S 18" PERFECTIONS #1 (6" EXPOSURE) 30# FELT ~" CDX SHEATHING 2x6-16"oc. STtJDS R-19 INSULATION 2x6 SHOE 2x8 BOX BEAM 2x6 ACQ pLATE 5/8"x12" ANCHOR BOLTS DAMP PROOFING- 8" P,C FOUNDATION- 2x KEWAY - ~, 16"x 8" CONC, FOOTING (MIN 5'-0" BELOW FINAtL GRADE) EXISTING SURFLOOR R-19 INSULATION 4" PC SLAB W140x117~'' FLOOR JOISTS 2x4 TOP pLATES GREAT" ROOM / 2x4-16"oc STUDS 2x4 SHOE EXiSTiNG 2x10 FLOOR JOISTS ~ 2x4 KNEEWALL -50 IN EXISTING (3)2x10 GIRDER EXISTING 5" STEEL COLUMN POWDER ROOM / CONC FOOTING R 19 INSULATION FOYER CROSS SECTION D NOTE: ALL VALLEY'S TO BE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLEY'S TO BE CONSTRUCTED OF l~"x 9Y~" LVL BEAMS ~" CDX ROOF SHEATHING 2X6 RAFTER NAILER 2X6-18"oc RAFTERS ,30# FELT ARCHITECTUAL ROOF SHINGLES lx8 AZEK FASCIA VENTED SOFFIT (AZEK BEADED) (2)9~2" LVL PORCH GIRDER BEAM TO BE BOXED OUT IN AZEK VENTED SOFFIT (AZEK BEADED) 10" HB&G PERMACAST COLUMNS ~4"x 4" MAHOGANY DECKING 2x8 ACQ GIRDER 4x4 ACQ POSTS ACQ PLATE / SHIM 2x ACQ HOUSE BOX BEAM 1'-0" SONA TUBE ON 2'-O"x 2' O"x 1'-0" CONC, FOOTING MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified and shall opply to ~11 some end sim[ler conditions or NOTE: ALL VALLEY'S TO BE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLEY'S TO BE CONSTRUCTED OF l~"x 9~" LVL BEAMS CONTINUOUS RIDGE VENT l~"x9Y2 LVL RIDGE BEAM 2X8-16"oc RAFTERS ~" COX ROOF SHEATHING 50# FELT ARCHITECTUAL ROOF SH lx8 AZEK VENTED SOFFIT (AZEK BEADED) DBL, 2x6 (TOP PLATE) 18" PERFECTIONS #1 (6" EXPOSURE)- 50# FELq Y2" CDX SHEATHING- 2x6-16"oc. STUDS R-19 INSULATION- 2xS SHOE- 2x4 ACQ SLEEPERS- EXISTING 4" P.C SLAB- DAMP PROOFING 8" P,C. FOUNDATION 2x KEWAY ~6"x 8" GONG, FOOTING - (MIN. 3'-0" BELOW FINAL GRADE) 2x6 COLLAR TIE ATTIC 2x4 RIDGEPOLE 2x6 / 2x4 STRONGBACK I FAMILY ROOM 71CID INSULATION IN FLOORS MATCH EXISTING SUBFLOOR~ CROSS SECTION E REV, 08-14-08 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Sen/ices, Town Building DepaYcments, DEC FEMA, etc. Verify all conditions, codes, a~J r~qulre~me-~(~ w th ~ueh a~hefe~' prl~r (a ea~l§tru~tiorL EAST END DESIGN ASSOCIATES NAME: CROSS SECTIONS OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the proper~y of East End Design Associates, LLC. No par~ thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they ~have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CMA CALE: 1/4" -- 1'-0" D^Tg; 08-08-08 SHEEr INDEX: A107 NOTE: ALL VALLEY'S TO RE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLEY'S TO BE CONSTRUCTED OF l~"x 9~2" LVL BEAMS CONDNUOUS RIDGE VENT 2x10 RIDGE 2×6 ~" CDX ROOP SHEA 30# ARCHJTECTUAL ROOF SHll 2x4 16"oc 1~/~"x9~'' LVL CEILING 1~4"x9~'' LVL FLUSH BEAM lx8 AZEK 18" PERFECTIONS #1 (6" EXPOSURE) BO# FELT ~" CDX SHEATHING 2x6-16"oc. STUDS R-19 INSULATION 2xS SHOE 2x4 ACQ SLEEPERS EXISTINO 4" P.C SLAB DAMP PROOFING B" P.C. FOUNDATFON 2× KEWAY 16'x 8" CONC. FOOTING (MIN. B'-O" BELOW FINAL GRADE) CONTINUOUS RIDGE VENT ~" CDX ROOF SHEATHING 30# FELT-- ARCNITECTUAL ROOF 2x4 12" 2x6 / 2x4 STRONGBACK 2x6 CEILING JOISTS HdNG FROM FLOOR JOISTS ABOVE WiTH CGX PLYWOOD ~" CDX SUBFLOC R 30 INSULATION R-50 iNSULATION - ~" CDX PLYWOOD GUSSET ALONGSIDE FLOOR JOIST ABOVE AND ATTACHED TO 1'~"x9~'' LVL FLUSH BEAM KITCHEN RIGID INSULATION IN FLOORS //~ SUBFLOOR ~JSULATION CONC FOOTING JOISTS (3)2x10 GIRDER CONC. FOOTING PANTRY R-19 INSULATION CROSS SECTION F CONTINUOUS RIDGE VENT l~"x~Y2 LVL RIDGE BEAM 2X8-16"oc RAFTERS CDX ROOF SHEATHING FELT ARCHIFECTUAL ROOF SHINGLES R 50 R 30 INSULAT (3)2x10 GIRDER 8"x18" CONC. PIER ~ CONC. FO0 FIND R 19 NOTE: ALL VALLEY'S TO BE FRAMED AS TRUE VALLEY'S UNLESS OTHERWISE NOTED NOTE: ALL VALLEY'S TO BE CONSTRUCTED OF l~"x 9Y2" LVL BEAMS MARRON RESIDENCE WELLS AVE. SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items dentified and aha apply to all same and similar conditions or Iocatlons; all locations may not be noted.) ~" CDX ROOF SHEATHING 2X6 RAFTER NAILER 2X6-16"oc. RAFTERS 30# FELT ARCHITECTUAL ROOF SHINGLES lx8 AZEK FASCIA VENTED SOFFIT (AZEK BEADED) (2)gY2" LVL PORCH GIRDER BEAM TO BE BOXED OUT IN AZEK VENTED SOFFIT (AZEK BEADED) 10" HB&G PERMACAST COLUMNS ~"x 4" MAHOGANY DECKING 2x8 ACQ GIRDER 4x4 ACQ POSTS 2x6 ACQ HOUSE BOX BEAM 1'-0" SONA TUBE ON 2'~O"x 2'-O"x 1'-0" CONC, FOOTING CONTINUOUS RIDGE VENT 1~"x9~ LVL RIDGE BEAM 2X8 16"oc. RAFTERS ~" CBX ROOF SHEATHING 30# FELT ARCHITECTUAL ROOF / 2x4 STRONGBACK 12" ATtiC 2x6 / 2x4 R 3D INSULATION~ GUEST BEDROOM GUEST BATH ~" SUBFLOOR N~ 2x10 FLOOR JOISTS R 19 INSULAT~ (5)2x10 2" PC R-19 INSULATION 8'x16" CONC, PIER CO, C. FOOTING CROSS SECTION G 2x8 RIDGE BEAM 2X6-16'oc. RAFIERS ~" CDX ROOF SHEATHING 50# FELT ARCHITECFUAL ROOF SHINGLES lxB AZEK FASCIA VENTED SOFFIT (AZEK BEADED) (2)9Y2" LVL PORCH GIRDER BEAM TO BE BOXED OUT IN AZEK VENTED SOFFIT (AZEK BEADED) 10" HB&G PERMACASF COLUMNS 5~"x 4" MAHOGANY DECKING 2x8 ACQ GIRDER 4xA ACQ POSTS- 1' 0" SONA TUBE ON CONC FOOTING L'I ~TINUOUS RIDGE VENT CROSS SECTION H REV. 08-14-08 Acceptance of these drawings does not authoHze the right to build without the authoHzation of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes. ~nd_ requir0ments~ with such qcjencies prior to construction, EAST END DESIGN 5130 Main Bayview Road Southold, New Yoek 11971 SHEET NAME: CROSS SECTIONS OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the properly of East End Design Associates, LLC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without wHtten consent of East End Design Associates, LLC. PROJECT NO: 897-2008 DRAWN BY: CMA SCALE: 1/~' = 1'-0" DATE: 08-08-08 SHEET INDEX: A108