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Home My WebLink About45809-Z ��o�OS�FFDt A' n Town of Southold 6/4/2023 a a; P.O.Box 1179 oC� _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44160 Date: 6/3/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1475 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2021 pursuant to which Building Permit No. 45809 dated 2/11/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including unfinished basement, attic storage, covered porches and handicap ramp,to existing single family dwelling as applied for per ZBA#7447, dated 12/22/2020. The certificate is issued to McClean,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45809 6/21/2022 PLUMBERS CERTIFICATION DATED 4/19/2022 "icel novese 0 v A ori ed gn tore suFeot ..� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �� SOUTHOLD, NY �y�'a1 �ao`it�u BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45809 Date: 2/11/2021 Permission is hereby granted to: McClean, Robert 1475 Sigsbee Rd Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1475 Sigsbee Rd, Laurel SCTM #473889 Sec/Block/Lot# 144.-2-9 Pursuant to application dated 1/11/2021 and approved by the Building Inspector. To expire on 8/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $480.00 CO-ADDITION TO DWELLING $50.00 Total: $530.00 Building r pf SO!/r�o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinA-town.Southold.ny.us Southold,NY 11971-0959 COUM�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert McClean Address: 1475 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 45809 Section: 144 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerarti Electrical License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 14 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 5 Combo Smoke/CO 3 Transformer UC Lights 12' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 32 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Floor Heat, Sump, Garbage Disposal, Oven, Fridge, DW, Hood, W/D, 200A Panel 30 Circuit/23 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: June 21, 2022 S.Devlin-Cert Electrical Compliance Form pf SUUr�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 Q. BUILDING DEPARTNM [ECFTOWN OF SOUTHOL U \� D AUG 1 0 2022 BUILDING DEFT. CERTIFICATION TOWNOFSOUTHOLD Date: 1 C� Building Permit No. Owner: I`o��t--L k C V itA (Please print) Plumber: ►C, A. Gen0V(�S& (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20C)X °°,�,wnrrrreorrgr��t ` 01Pq S 'oil c jC Notary Public, JQCounty ';s01768��°"-'�� • ''°0j°aeeaoen�ae�°°`° 1 OF SOUlyplo �'�7.� A94 TOWN.OF OUTHOLD BUILDINT. �ycou765-1802 1 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION V [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: per l SSSS' t4l c- c� DATE Z6 INSPECTOR �. �` pf SO/¢�olo '. 5 �� 1 ��✓ �/ 9 wSl�� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION1 ] PRE C/O [ ] RENTAL REMARKS: tl s � V r v lnl e- to PN/4 o� � ova/�� AecAr JA o n«� 0n Ad/ &Vrrin 4 i Jr, 00, ro w. PLO-& Cvv lC 0 La o e C i h JLe o6 DATE 5 INSPECTOR -- �O�aOF SObIl s/ 9 /—f ( � ✓ !i��3�� - # TOWN OF SOUTHOLD BUILDING DEPT. °`�iourm N 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR vs TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ 't] PRE C/O [ ] RENTAL REMARKS: 4 �✓ Aim V t/ In k14LYI& thm V►VZ/3 P' A-'�ww\g, Del L DATE INSPECTOR 0FS0Uly�� -- ` # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I INSPECTOR Geoffrey Freeman ARCHITECT 129 Riverside Drive Riverhead NY 11901 Jan 281'2021 To Whom it May Concern Town of Southold Building Department Town Hall Annex 54375 Main Road P.O.BOX 1179 Southold,NY 119971-0959 RE: Single Family House at: 1475 Sigsbee Road Mattituck,NY. SC Tax Map No: 1000-2-144-9 To Whom it May Concern I, Geoffrey Freeman,am a Registered Architect in the State of NY,Lic.No. 010673. This is to certify that I have inspected the above Single Family House,and wish to confirm that the house contains 2 Bedrooms. Thank you Yours Sincerely, Geoffrey Freeman Geoffrey Freeman Architect `N p�7 � o ip 9 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condoneng i neeri ng.com March 25, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: BP#45809-Mc Clean Residence- 1475 Sigsbee Road, Mattituck Dear Mr. Verity: I inspected the new foundation installed along the rear side of the building and found it to be properly installed and in accordance with the plans prepared by Architect Geoffrey Freeman.To the best of my knowledge the foundation was installed in accordance with New York State Building Code standards that were in effect at the time the work was done. If you have any questions, please call me at 631-298-1986. Yours truly, NOV 16 2022 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condoneng ineering.com March 29, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: BP#45809-Mc Clean Residence- 1475 Sigsbee Road, Mattituck Dear Mr. Verity: I inspected the water proof coating on the exterior of the new foundation walls.The walls were coated with Karnak 112 foundation coating material and was found it to be properly installed. To the best of my knowledge the foundation was coated in accordance with New York State Building Code standards that were in effect at the time the work was done. If you have any questions, please call me at 631-298-1986. Yours truly, Condon, P.E. NAV ,. NOV 1 6 2022 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com - March 29, 2021 MAR 2 9 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: BP#45809- Mc Clean Residence- 1475 Sigsbee Road, Mattituck Dear Mr. Verity: I inspected the water proof coating on the exterior of the new foundation walls.The walls were coated with Karnak 112 foundation coating material and was found it to be properly installed. To the best of my knowledge the foundation was coated in accordance with building code standards that were in effect at the time the work was done. If you have any questions, please call me at 631-298-1986. Yours truly, on on,_. •`' S� �, �• � 'pit r ® 051684 A° oFESS10�P�'. Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 ftsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengi neeri ng.com July 15, 2021 �l Mr. Mike Verity JUL 19 2021 { Chief Building Inspector Southold Town Building Department 53095 Route 25 �T .iSrC`� • P.O. Box 1179 ��;. •ti .,,., �.,,.. a,,:..;^T. Southold, New York 11971 Re: BP#45809 McClean Residence- 1475 Sigsbee Road—Mattituck Dear Mr. Verity: I inspected the hurricane strapping installed on the building walls and roof and found the strapping to be properly installed and in accordance with Building Code requirements. If you have any questions, please call me at 631-298-1986. Yours truly, E. AXW S � �- C q. sq �0 OJ1684 PQ® Sst . roup PLUMB I NG & HEATING ao April 19,2022 To Whom It May Concern: Please be advised that the PVC piping and water lines were tested at 1475 Sigsbee Rd., Mattituck,NY. Testing revealed there were no leaks. Sincerely, D IECUEGV DD[� o1z' A U G 1 0 2022 Michael A. Genovese BtJII,DIrIO DE PT. TOWN OF SOUTHOLD GLP GROUP INC. 15 Frowein Rd. Unit E5 Center Moriches, NY 1 1334 Office/FAX 631-846-1513 EMAIL gipgroupinc@yahoo.com Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com July 22, 2022 AUG 10 222 D BUILDING DEF. Mr.-Mike Verity TOWN OF SOUTEZOLD Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 1475 Sigsbee Road, Mattituck, NY � Dear Mr. Verity: As requested, I performed a blower door test for the dwelling at the above referenced property. The blower door reading for the dwelling is 770.0 CFM5o(3.0 ACH)which is less than the required maximum leakage rate of 777.85 CFM5o or 3.0 ACH. „ All the existing ductwork is located within the thermal envelope and testing is not required. As required by the 2020 NYSECCC, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. ` Please call me if you have any questions or require additional information. Yours ruly, r o ndon, P.E. Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com DDAugust 9, 2022 o �CEOdR A U G 10 2022 Mr. Mike Verity Chief Building Inspector BUILDING DEPT. Southold Town Building Department TOWN OF SOUTHOLD 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1475 Sigsbee Road in Mattituck Permit#45809 Dear Mr. Verity: I inspected the plumbing in the new bathrooms and kitchen in the building. The plumbing was found to be free of any leaks and properly installed. To the best of my knowledge the plumbing was installed in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, ohn on, t. �'�� 051684 � .s Cond®n Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com May 2, 2023 MAYVol Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 1475 Sigsbee Road, Mattituck, NY ; �P 4 �0 U Dear Mr. Verity: As requested, I performed a blower door test for the dwelling at the above referenced property. The blower door reading for the dwelling is 770.0 CFM5o(2.97 ACH)which is less than the required maximum leakage rate of 777.85 CFM5oor3.0 ACH. The volume of the space is 15,557 CF which includes the cellar and first floor. All the existing ductwork is located within the thermal envelope and testing is not required. As required by the 2020 NYSECCC, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. Please call me if you have any questions or require additional information. Yours tru I ondon, P.E. Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road, 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com June 6 2022 AUG 1 0 2022 Mr. Mike Veritys0 Chief Building Inspector ;�. 0 � Southold Town Building Departr�e OAF SOS 53095 Route 25 P.O..Box 1179 Southold, New York 11971 09(jRe: McClean Residence —1475 Sigsbee Road Mattituck uc� �/ l Dear Mr. Verity: I inspected the insulation installed in the building prior to the installation of the gypsum board. Inspection found the insulation and sealing of all wall openings to be installed in accordance with the approved plans.To the best of my knowledge the insulation was installed in accordance with the plans and the New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, I on, P.E. . 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TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /' Survey South oldtownny.gov PERMIT NO. S Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application l Flood Permit Examined �/ 20 _ _ _ Single&Separate L Truss Identification Form Storm-Water Assessment Form `� Contact: Approved ,20 Cc/- Mail to: )tt 1 Disapproved a/c Phone: S 9 Expiration ,20 _ cell o 65,3 3 - B Spector FEB 1020 APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name,if a corporation) (Mailing addr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Q LA__n---_T �2_ Name of owner of premises�Jj��--Z� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propos w'd work e done' s� - atcK �s - House Number Street Hamlet County Tax Map No. 1000 Section 4+oo Block Lot ( (r' q. Qc)C) Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 14a4L(j --S b. Intended use and occupancy 140—VL .f7 3. Nature of work(check which applicable): New Building Addition C Alteration Repair Removal Demolition Other Work I (Description) 4. Estimated Cost r ©®b dee (To be paid on filing this applicati n. 5. If dwelling, number of dwelling u ° er of dwelling units on each floor r If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �- 7. Dimensions of existing structures, if any: Front Rear .9-01Depth $0 Height_) �"' Number of Stories j Dimensions of same structure with alterations or additions: Front Re/a� Depth 5-01/ Height f Number of Stories �. fu`r UCc f� —77 f C– �/ 8. Dimensions of entire new construction: Front Rear T r Depth_ 6-0 r Height Number of Stories 9. Size of lot: Front � o Rear Depth I C-) 10. Date of Purchase V-)J Name of Former Owner �L,L& L 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO-)L—Will excessfillbe removed from premises? YEAS( NO X 14. Names of Owner of premises �dddress_(�Z��f G@one No. �f f sr��rs< frr 7i l Name of Architect Address Phone No Name of Contractor ` k Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSUffbfle-) being duly sworn,deposes and says that(s)he is the applicant (Name of individua,"signing contract) above named, (S)He is the 'Tiffontractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tlu D day of Fee b 'I,lOv1" 20 90 Notary Public BARBARA H. TANDY Signature of Applicant Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 a FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 14, 2020 TO: Robert McClean 1475 Sigsbee Road Mattituck,NY 11952 Please take notice that your application dated January 30, 2020: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 1475 Sigsbee Road,Mattituck,NY County Tax Map No. 1000—Section 144 Block 2 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,000 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and a maximum lot coverage of 20%. The site plan shows a rear yard setback of 34.85 feet and notes lot coverage at 23.4%. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. H i -�{'.�, BOARD MEMBERS, _ Southold Town Hall Y/Leslie Kanes Weisman,Chairperson ��OF.$O �;o 53095 Main-Road-P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acampora OfficerLoca[ion: ' Eric.Dantes' Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue). Nicholas Planamento �ij'�ou►u�,� Southold,NY 11971 http://southoldtownny.gov RECEIVED ,ZONING BOARD OF APPEALS . TOMW OF SOUTH LD. V ' Tet.(631)765-1809-Fax(631)765-9064 DEC. 2 9 2020 DEC 3 0 2020 FINDINGS,DEhIBERATIONS AND DETER:MINATI SOU: ®Ick Town Clerk ='MEETING OF DECEMBER 22;2020 ZBA.FII:E: #7447 NAIVIE OF APPLICANT' 8.001:IVlcClea:p I TtO '$RT LOCATION:'..,14.75:gigsbee16M Mattituck,NY SCTM;.. 1.Q06.-14.42-9 SBQ tA:I ETERMINATIQN; The Zonin .Board'of Appeals..has visited the.Properfy;uh er coi sideitatiori in this.. a cation artd::cletermines that this review,falls tinder the Type R category'ofthe'State'.s..List ofAdtitiris;without:': p `:fr rChe steps uii l r It— 11 :.. SUFFOLK COUN3' ADMINITRATIVE'CODB:.:Tls.`application was..riot reouired,to;be;refei�fed to �' � :: ....•:.; the Suffoll�., r. e- ifolk Coun Admmistrative:C6de::Sectior<s A Coixnty Department of P.tanng uFnde tli .Su . . `n re"nested:iriftlis:'a Icatio� is listed.iuile ;tlie: ;';ATION T1 e:`to ie :�-eTn etalio LwP DETERMIN ,,p it, b erpr q pp. . : 'r int .not s ed=to;revie�r uzider CYi�a ter-:268::.,:.;::'.° :I,VIauor,Acttoi�s-.e7t�znpt:;TisC and;-is u:U,}.. t - a b' ct`ion cotzorin' 7 A0 " : are:::fet ` 6:acre; :: UPEII;TY .FAC FS/DI✓SCRIP ICON. :. Tie u je ung;... - ,..:. . . SO fe ti al'on'.:Si;sbee:loa$ thrii'Lus;esf-14t1:;feet along: :'.. �•cel.I9cated-m-tihe.;I�4A;�esidentral,Distnct.rneasu�`es.,. :. ;..� . , .g.. .g. ., . ... . _ ..r.:....::. .:. :..:.;..::. :-..:...- . :. - resi' enttall.. develo ed abf to:the nnth align runs 50. feet along two"residences to-'tlio:` ast;;'tlieti'.retuiris 14Qfeef,:; d,: ..... .y. P:. . �.. .. a#tiig a fourth residential.neighbor to:the south. The lot is:developed with a one-s or woz�d frariie House, wood ``frari a front.entry s*toop,.:gravel;driveway;:paver walk and coneiete patio; a wood handicap accessible eai entry.. ramp;an outdoor shower Arid wooderi.shed as shown`on the.survey prepared by John C.;Ehlers Land Surveygr.and dated:September 183-202 0. BASIS OF APPLICATION:. .Request.for Variances from Article XXIII, Section 280-124 and the.Building Inspector's.September 14, 2020 Notice of Disapproval based on an application fora permit to_construct:additions .and.alteration's to an existing single4atru y dwelling; at 1) located less than the,�cocle requjrecl minimum rear yard setback:6f 35 feet; 2)more ihan'the.code permitted maximum lot coverage.of 20% located at: 147: Sigsbee Road, Mattituck,NY. SCTM No. 1000=144-2-9: RELIEF REQUESTED: The 'applicant requests variances to increase current lot coverage to 23.4%, where a maximum of 20% is allowed, and to reduce the required rear yard setback-from.35 feet to 34.85 feet in order to accommodate additions and alterations to a single-family residence consisting of the removal.of the existing roof and the front and rear entrances to accommodate a new first floor extension measuring 24 feet by 25 feet. '•y _ Page 2,December 22,2020 #7447,McClean SCTM No. 1000-144-2-9 ADDITIONAL INFORMATION: No members of the.public or immediate neighbor spoke in favor of or against this.application. The subject parcel has a Certificate of Occupancy, #Z-13737 dated.August 12, 1985 for a new foundation under an existing dwelling and has an open permit, #449.80 dated July 14;2020, for the construction.of an accessory shed.. The newly constructed shed, measuring 1:8. feet'.by 8 feet, is intended to replace 'a previouslv.existing shed. . measuring 8.6 feet by 7 feet,Which is to._be.removed:prior to:the Certificate of.Occupancy being issued. No Pre- . Certificate of.Occuparicy or similar exists ori the.residence.wliicl vvas clearly built prior to:zoning.. The applicant provided architectural plans created:by Creoffrey Freeman;:Registered:Arcliitect;:labeled A-00.00 through A-07.00 and EO1.00.dated September.3,2020. .FINDINGS OF FACT/.REASONS.FOR.BOARD ACTION: . :The Zoning Board of Appeals held a public hearing on this application on December 3,2020 at which time written . and oral evidence were presented. Based upon all'testimoiiy; documentation,personal iuspectioin of the property . •and surrounding neighborhood,and other evidence;the.Zoning Board finds:the following facts to be-true:and: relevant.and makes the following findings:. 1. .Town Law._�267-bf3)(b)(l). Grant of the variance will riot produce air u desirable,change m4the:c)iaracter of the neigh borhood ora 'detriment: o nearby.properties.": Sigsbee I oaii.is,a:neiglibornood',coris sfitig of riaYrdw,:. .smaller lots created prior:t6,i6fi- : vvith:a.private association bay lieacli.at•tlie:'end of die gond: ,Marti l ouies:irk tl a cdininuiiity vazere originally built as'smAll: seasonal.cottages and many,i s1q't.:t e:.majority,}iave>leen a paid d arid; .-..:. updated:to:meet moilerii needs and: i3lustrate:'exeessive lot'.coverage_.and nerioomplifint.;setbacks.:;'.. ,,he subject ho e;:wh'eri renovated,'will inodestly;-exceed:the required:iear. and setback of 3S feeC by.ashy C inches5 vvliicli:will be eriYiel undisceiiiille to.any.memser cfthe etimiriunit ; FurttirrriaXe, the appliearit;pioposes aii,,niereae:rrilot y . coverage.of 3.4%;:_partially'.the resuYt:of fhe.cdnstntctibn,:of a xecent`shed>acld'itio i; necess for stt� a a .. A' ' ' . ... . aar er 'redeii �:daOslo riienf: ot:'S:i`sbee Road' tlie.:.clYaraere •:.:result .of.,sma11, .non-confortnia. .aots and , . g ., t.. ,p., g.. . . i .n be�tm acted.. , nes borhood will ot, . P ..a...,: licant. .an`he`aclie:._::.d b :aomeineth64,:,Eas' :. 2; Taw.n.,Lavy.:�267=b(3)fb).(2).. The benefit; 1.l ht l3 th pp. . . :c..... Y y }:. _ :the.*applicant to.:pursue otherahan an area variance:;.. The:applic4ht.cari build'aamaller;code conforming additiQn::to` the house which meet regpired setbacks and i't coverage or.can reduceMot coverage by rembv. g..both the:prfor; shed.and the one that. currently has: an opeil' periiiit. . However, the requested',relief is necessary.in order to .* accommodate year-round living and the needs of the occupants: 3. Town Law §267-b(3)(ti)(3). The variances granted Herein are not mathematically substantial,representing less -than 1% relief from the code relative.to the rear.yard.setback,aad 3.4% from the code relative to the excessive lot coverage. 4. Town Law.§267-b(-3)(:b)(4). No evidence has been:submitted to suggest that. a variance in:this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236.ofthe'Iowri's.Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5): The difficulty has.been self-created. The.applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of'the limitations on the.use of the parcel under the Zoning.Code in effect prior to or at the time of purchase. Page 3,December 22,2020 #7447,McClean - SCTM No.-1000-144-2-9 fl 6. Town Law,$267-b.. Grant of the requested relief is the minimum action necessary and adequate to enable thea applicant to enjoy.the benefit.of alterations and additions to-an existing single-family dwelling including the.. removal of the existing roof and front and rear porches to accoinnmodate an addition measuring 24 feet by 25 feet while..preserving and protecting the .character of.the neighborhood and_.the Health,: safety. and.welfare of the' community... . RESOLUTION .OF TEE.BOARD- In.considering all of the.above factors and applying the balancing test,under. . IVew York.Town Law 267=13, motion was offered by Member Plananiento, seconded by Member Aeampora, and: 'duly carried;to GRANT the variances as applied for, and as sliowii on'the Site Plan_arid Architectural.plans Prepared by Geoffrey Freeman,Registered Architect; labeled A-00.00_through A-07.0.0.and E01:00 dated September 3 •2020, SUBJECT TO TEE FOLLOWING CONDITIONS.: 1. .Prior to receiving a building permit,the owner.(s)of the subject.property cited herein must sign a statement ackhow ledghig.that he/she/they have read this determination; understand the limits of the variance relief granted herein; and are aware that if a demolition occurs during construction;or any construction.undertaken exceeds the scope of the approvals granted herein,the zoniag.B ardi of Appeals-retains jurisdiction and has the right,after a.pPblic-hearing;to iii'odify suspend or re.6 e such.approvals or any ti- or condition th°ereof or to inipose..Hereon'one or moire new conditions, pursuant to:Article ;Zf Secti4'n. 141:of>th. own Code; 2.; This:approvaTshaI riot be deemed.effective until_.the required co i'ditions."l ave been iiiet and•failure" . to comp lya>ferevwith.wili.render"this app�`oval.nu11 and void: 3.. The.existing.smaller_shed'.$:6 ft: by I ft.shall be removed frOM the site.per Building l�eru�it#498.0 prior to issuance of any Certificate of Occupancy. 4 .Front,Rear:and.Side porches shall remain.unenclosed and uitscreened. That.the.above conditioins be written into•the BuiI409 'nspector's Certificate of:Occupancy, when:issued " Any ,deviation from:the survey, site plan and/or architectural drawings citedin this decision.will.result indelays; and/or a possible.denial by the Building Department of a-building permit, and may require a-new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such, as alterations, extensions, "or demolitions, are not authorized under .this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback.or.other.feature of the subject proper:"ty that may violate.the Zoning Code; other.than.such uses, setbacks and other features as,are expressly addressed in this action. In the event that an approval is.granted subject ito conditions, the approval shall not be deemed effective,until the required conditions have:been met,.and failure to comply therewith will render this approval null and void. 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been Page 4,December 22,2020 #7447,McClean SCTM No. 10007144-2-9 procured, and/or.aaubc�iWision map has not li`een..:filed4ith-the$uffolk.County Clei-k,.withiii three: a (.).years from the.date such variance was gr nted: : he.Board of Appeals:.m y upon written;` request prior to the date of piration, grant an elte'nsipn not to exceed tliree;O consect�tipe one (1)year terms.;. ' `ersziri °.Ae` '`or' Dames Lehne AO&' as ento:(5 0): Vote.of.tl* Board: Ayes:.N4 ' bers'VVeisman(Chair' fso ), . * ' a, rt,, re X-anes eisman, Chairperson Approved for f ling. �Z./l /2420 ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 P.O.Box 1179 V- Southold, New York 11971-0959. Fax(631) 765-90.64,71( i" Telephones(63 )'.',7,65-7-1801), ZBA FILE: #7447 NAME OF OWNER OF SUBJECT PROPERTY: Robert Kevin McClean JAN PROPERTY LOCATION: 1475 Sigsbee Road, Mattituck DATE OF ZBA DETERMINATION: December 22, 2020 SCTM No. 1000-144-2-9 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s) of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7447 Dated: December 22,2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permits; 4, know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. �261 Print Name of Owner(s) It- LES 1(JC-1 Signature of Owner(s) ('"ated: Dated: Sworn to before me this Li day Sworn to before me this day of 20-2-1 of 20 Notary Pub Notary Public MARY DIANA FOSTER Notary Public,State of New York No.52-4655242 Qualified in Suffolk County Commission Expires Aug.31.20 9- r- zf"� BUILDING DEPARTMENT- Electrical Ins ector AUG 1 9 2021 i_�.. ' TOWN OF SOUTHOLD p ' Town Hall Annex - 54375 Main Road - PO Box 1179 * Y,UJTTi---TNIG DNEV7. Southold, New York 11971-0959 nr04 a, r,t;.Tel.ep�hone (631) 765-1802 - FAX (631) 765-9502 rogerr�southoldtownny.gov seand�southoldtownnygov� seand�southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 08/14/2021 Company Name: Gerard electrical inc Name:McClean License No.: ME-40564 email: gerartielectrical@gmail.com Phone No: 6317748426 ❑✓ I request an email copy of Certificate of Compliance Address.: 1475 Sigbee Rd,Laurel JOB SITE INFORMATION (All Information Required) Name: McClean Address: 1475 Sigbee Rd,Laurel Cross Street: Main Rd Phone No.: 6317748426 Bldg.Permit #: 45809 email: gerartielectrical@gmail.com Tax Map District: 1000 Section: L' Block: 02-,_ 0 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Gut and rewire house Gut and rewire house Gut and rewire house Check All That Apply: Is job ready for inspection?: EYES F-1 NO ZRoughln ❑Final Do you need a Temp Certificate?: ❑YES ONO Issued On 08/14/2021 Temp Information: (All information required) Service Size Q1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground 2]Overhead # Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y QN Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx fi ING DEPARTMENT- Electrical Inspector BUIL® p TOWN OF SOUTHOLD ;. AUG 1 9 2.021 Town Hall Annex - 54375 Main Road -PO Box 1179 Southold, New York 11971-0959 �, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr �southoldtownnygov a seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: 08/14/2021: Company Name: Gerarti electrical inc Name:McClean License No.: ME-40564 email: gerartielectrical@gmail.com Phone No: 6317748426 R]I request an email copy of Certificate of Compliance Address:: 1475 Sigbee Rd,Laurel JOB SITE INFORMATION (All Information Required) Name: McClean Address: 1475 Sigbee Rd,Laurel Cross Street: Main Rd Phone No.: 6317748426 BIdg.Permit #: 45809 email: gerartielectrical@gmail.com Tax Map District: 1000 Section: qq Block: ()2--t Com" Lot: C BRIEF DESCRIPTION, OF WORK (Please Print Clearly) Gut and rewire house Gut and rewire house Gut and rewire house Check All That Apply: Is job ready for inspection?: QYES F-1 NO ORough In ❑Final Do you need a Temp Certificate?: :,[:]YES QNO Issued On 08/14/2021 Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground R]Overhead # Underground Laterals 01 .02 ❑H Frame ❑Pole Work done on Service? ❑Y R]N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: rr� Switches r►'� ` r' Outlets GFI's Surface Sconces I� H H's iZ t UC Lts ` Fans Fridge l HW i Exhaust I Oven pr�� W/D I Smokes I f DW . Mini I Carbon' Micro Generator Combo Cooktop Transfer AC AHI Hood Service I Amps Have Used Special: �P!r �'9`. �l t`f 1 12;60 -ja Z3 Comments. r:�/ Q (' `�' Q�f �.�✓L - `r 7/ � 9/� i J �-.- Sw � 4,!� , �� . � �-� , pi '7-ifs- 9313 L15 AUG 2022 61��Lu�ivv ucrl_ T�WItk OF SOt1ThiOLD r J Ka I � S fes. - AT �I 1, ' d- -- - -- — - - - --- - - -- - - --- ------- I� - 3 Robert Kevin McClean 1475 Sigsbee Road, Mattituck, NY 11952 Email: r.kevin.mcclean@gmail.com Cell phone:917-653-9313 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 PO Box1179 Southold, New York 11971 Re: 1475 Sigsbee Road, Mattituck, NY 11952 Building Permit#45809 Dear Mr.Verity, I want to be sure that I have provided all of the inspection reports for the work performed on my property preparatory to a scheduled final inspection on August 15, 2022. Enclosed are reports for the following: 4'lt March 25, 2021 Condon Engineering P.C. - Foundation for extension Nil� March 29, 2021 Condon Engineering P.C. - Foundation water proof coating on exterior of new foundation walls April 19, 2022 GLP Group Plumbing and Heating tested PVC and water lines April 19, 2022 Michael Genovese Certified solder to be less than 2/10 of 1% lead June 6, 2022 Condon Engineering P.C. - Insulation (prior to installation of gypsum board) June 21, 2022 Town of Southold Electric Final Inspection July 22,2022 Condon Engineering P.C. - Blower Door test August 9, 2022 Condon Engineering P.C. - Plumbing Thank you. ince ly, r t O o�ti 1.ol 01 140- At d° Cf1 7 L°'2t l a N sg 6s .� UPI It s 3 qo A 0 f � OM cn 7� w' 4- u �GoN,G a ci�I P Unauthonzed alteration or addd on to thi, survey is a violation of section 7209 of the r49w YoA 5tr to L;ucat-on Law. Copies Of this survey map rot becr'rg the land surveyors inked seal or embe•.-od ssal :hal r,-,t hH con-ide—3 !o ba o vol-d cm a GLoren'c ss or e.t.i+;t.:. . .i.'ilvd asmon :hail run only to the person for Nihon the su try B proporod,and on hts behalf to the title company,govornme-W ogency and fending institution hstocf hereon,and to the assionocs of the lending institution Guarantees+ or cerl+f+cations are not ironsferable to additional institutions W subsequent owners. 1 ' SURVEY FOR REFERENCE_ SUSA N J LEMER1 SE MATTITUCK PARK PROPERTIES INC. AT MATTITUCK �P��i � wyQ� FILED 1-12-26 AS MAP -IVO BOI TOWN OF SOUTHOL.D `' O��RT A. , GUARANTEED TO= SUFFOLX COUNTY] N.Y. 'per Tile TfTLE GUARANTEE COMPANY SUSAN J.LEMERISE' SarAL 1"= 30' 4� JULY 13, 1978 <s 2872 � ,°n " .VEYOM tis�0 to+D � M.Y.3. LM MA 2072.6 RIV"HEAD N.Y. cls( Generated by REScheck-Web Software i Compliance Certificate Project 7.475 Sigsbee Road Energy Code: 20181ECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,124 ft2 Glazing Area 3.5% Climate Zone: 4 (533). HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1475 Sigsbee Road Geoffrey Freeman Mattituck,NY 11952 917-902-8158 gfarch@usa.com Compliance: Passes using UA trade-off - Compliance: 1.4%Bauer Than Code Maximum UA: 213 Your UA: 220 Maximum SHGC: 0.40 Your SHGC: 0.30 It ES NOTror Worse Than Code index provide an estimate of energy use olects r ccostow 'ose to COMrelative to a min mi um-code home.IaMe the house Envelope sed on code trade-off rules. Envelope Assemblies Gross Area cavitv cont. U-Factor UA Assembly 0' R-Vahie 11-valkle Perimeter Ceiling:Flat Ceiling or Scissor Truss 1,124 30.0 0.0 0,035 39 1,344 19.0 0.0 0.060 69 Wall:Wood Frame,16"oc. Door:Glass Door(over 509 glazing) 57 0.300 17 SHGC:0.30 Window:Vinyl Frame 139 0.300 42 SHGC:0.30 Floor:All-Wood joistlTruss 1,124 19.0 5.0 0.038 43 Comp/lance statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building haWents en designed to meet the 20181ECC requirements In RESCh ion: ed with Web and�{t.�/Q(comply w he mandato�reqq listed In th REScheck Inspection Checkl t. DAI i Name-Ti e Sig ure Date project Title: 1475 Sigsbee Road Report date: 02/08/21 Data filename: Pagel of 9 w f r APPROVED AS NOTED DATE:�� "� B.P.# L JOU - FEE: 5 '60 BY: ELECTRICAL. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE INSPECTION REQUIRE[ FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST PLUMBER CERTIFICATION BE COMPLETE FOR C.O. ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE CERTIFICATE OF OCCUPANC.NC- YORK OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER DESIGN OR CONSTRUCTION ERRORS. SUPPLYSYSTEM ,CANN0T EXCEED 2/10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YOR STATE & TOWN CODES AS REQ! ED AND CONDITIONS OF SOU"HO'D TOWN ZBA -PLUMBING S�JFr�HBE?rt3 +'dd ALL PLUMBING WASTE �ANNHd6 B6AfiC WATER LINES NEED SM'4-0fiRIJffEES OR FE COVERING . N,Y.S DB C OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFIV-' testing required. OF OCCUPANCY All exterior lighting installed, replaced or repaired shall conform . to Chapter 172 RETAIN STORM °TOCHAAP ER 236FF of the Town Code PURSUANT Must provide Manuals OF THE TOWN CODE. D, J and S as per NYS Energy Code LEGEND NEW COVERED PORCH , Di �AppflS OV/l S . C . Y Tax No . 1000- 2 - 144 .009 5TATE : New ork N 10NEw EXTEN51ON U NTY: Suffolk MUNICIPALITY : Town of Southold ...... .......... CONSTRUCTION TYPE : Residential0o � � 0p� ro ell o Mme o N 6g - 22E 20 LIST OF DRNVINGS � 0 ARCH1TECTURAL �AROENSryED o A00 Cover Sheet Notes* Site Plan � k---b � W A0 Construction Notes, Plumbing Diagram 8 Legend �eo� � cc m A02 Foundation Plan 4 Deck Framing Detatls A03 First Floor Plan 6 Demo notes. �^ / O EX 5TIN HOU5E ' � 3q .85' p A04 Attic d Roof Plans. l� � o 20' x 40' �: A05 North , South , East # West Elevations Vn b � A06 Architectural Details. 85 . 15 za o' A07 Window, Door Schedulesaoa � o E01 First Floor 8 Attic Electrical Layouts � m o — s 0' < R-40 ZONING NOTES SUMMARY QD 0� ............... o 01111 22W I 40 ,00' property 1�ne TH15 PROPERTY IS ANON -CONFORMING LOT � z 5 6g 2� o�M�s�o s9 . 1o. 2o CONCERNING THE LOT SIZE S . F . THE WIDTH DEPTH 14755195bCC Road SCALE : FEET I caLC . RE. 51Te SITE AREA: = 7 ,000 5ouare Feet I COVERAGE 9 . 10. 20 " SITE COVERAGE ALLOWABLE : 7000 X 20% = 1 ,4005f " � '_p��SITE PLAN o io 20 30 �"�'°"s � fig — mouse ReNovnnoNs a E reNsioNs SITE COVERAGE PROPOSED INCL. EXTENSIONS = 1 , 5005f AOO 147ss195beeRoad GARDEN 5HED = 1445f Newvo�'k°iissz SITE COVERAGE PROPOSED INCL. EXTENSIONS = 1 , G445f (23 . 407o) RobercK.MccieansMary A. Mcaean 1475 Sigsbee Road " MINIMUM ALLOWABLE LIVING Square ootage : 8505q. ft . NEW EXTERIOR DECK AREAS Mattiruck, Nr 1 1952- 3323 Architect GROSS AREA PROPOSED : First Floor Existing : 800 5q. Ft . Front Deck : 100 Sq. Ft . Geoffrey freeman Architcct5 129 River5ide First Floor Extension : 323 . 2 5q. Ft . Side � Rear Deck : 270 Sq. Ft. E917-902-8158 ' � TOTAL AREA PROPOSED : 15123 . 2 5q. Ft . Total Deck Area : 370 Sq. Ft. Mn TOTAL BUILDING HEIGHT ALLOWABLE : 35'-0" PROPOSED HEIGHT: 23'-6° ��``' ID COVER SIIEET ` REQUIRED YARD SET BACKS : s`" " 2020 SITE PLAN REQUIRED FRONT YARD SET BACK: 50' -PROP05ED IS 35 . 15" Note : Site House and Property dimensions survey based upon Date:9/3/2020 6 Project No:20r.I REQUIRED REAR YARD SET BACK: 50' -FROF05ED IS 34 . 85 " Survey by Robert A . Kart dated July 13th 1978 �` a apE = RAWING b REQUIRED E30TH SIDE YARDS TOTAL SET BACK:: 35' -PROPOSED IS 26-0• ` "" ° t REQUIRED SIDE YARD SET BACK MIN : 15 ' -PROPOSED IS 10 . 0' 01 0s�„ -00 . 00 LEGEND NEW COVERED PORCH S . C . Tax No . 1000- 2 - 1 4 4 - 9 STATE : New York N � NEW EXTEN51ON COUNTY : Suffolk MUNICIPALITY: Town of Southold ................ .............. CONSTRUCTION TYPE : Residential 4u ,up� ro ert Mme o 2S., Z� � 0 LIST OF DRAWINGS N 69 22 � - � � ARCHITECTURAL � � 25a 6PRDENSnED � A00 Cover Sheet Notes 4 Site Plan � w A0 1 Construction Notes , Plumbing Diagram 4 Legend D o k° co A02 Foundation Plan 4 Deck Framing Detatls A03 First Floor Plan # Demo notes. O EX15TIN H ��SE 3k O A04 Attic E Roof Plans . 1� � 20' x 40' C\J A05 North, South , East S West Elevations � S� � 50 20 0' A06 Architectural Details. � � 35 ' 5 A07 Window, Door Schedulesao � A0.0 o EO I First Floor # Attic Electrical Layouts QD oo � ,R-40 ZONING NOTES SUMMARYC\1 .............. ........... 2o � X0 .00 ?ro? TH15 PROPERTY IS A NON -CONFORMING LOT z g 69 - 2� GARoeNsnEo DIMENSIONS 9. 10.20 CONCERNING THE LOT SIZE S . F . * THE WIDTH DEPTH5CALE : FEET 1475 51g5beP Road � cn�c. �. 5ire SITE AREA: = 7 , 000 5quare Feet I coveRa,Ge 9 . i o. 20 * SITE COVERAGE ALLOWABLE : 7000 X 20% = 154005f SITE PLAN o i o zo so �'�'°"s /8" = I '-0" House e�uovnrioNs a EureNsioNs SITE COVERAGE PROPOSED INCL, EXTENSIONS = 155005f 1475595beeROad GARDEN 5HED = 1445f Newvot�k°iissz SITE COVERAGE PROPOSED INCL. EXTENSIONS = 1 , 6445f (23 . 411/o) RobenK.McaeanaMary n. .McClean 1475 Sigsbee Road * MINIMUM ALLOWABLE LIVING Square footage : 8505o[. ft. I NEW EXTERIOR DECK AREAS Archite Mattituck, NY 1 1952- 3323 GROSS AREA PROPOSED : First Floor Existing : 800 5q. Ft. Front Deck : 100 5q. Ft . Geoffrey freeman a°�"" First Floor Extension : 323 . 2 5�. Ft . Side � Rear Deck : 270 Sq . Ft . ERiverheadg2,�9;�Po � TOTAL AREA PROPOSED : 15123 . 2 Sq. Ft . Total Deck Area : 370 5q. ft . � � w� * TOTAL BUILDING HEIGHT ALLOWABLE : 35 '-0" PROPOSED HEIGHT: 23'-6" � COVER 5HEET " REQUIRED YARD SET BACKS : NOte : Slte h0U5e and Fropertydimensions 5urveybased upon SITE PIAN REQUIRED FRONT YARD SET BACK: 50' -PROPOSED IS 35 . 15 •• Date:5/1312020 20G I REQUIRED REAR YARD SET BACK: 50' -PROFO5ED IS 34 . 85 " Survey by Robert A . Kart dated July 13th 1978 ��'"% Project No: REQUIRED BOTH SIDE YARDS TOTAL SET BACK: 35 ' -PROPOSED IS 26-0' U". ` REQUIRED SIDE YARD SET BACK MIN : 15 ' -PROPO5ED 15 10 . 0' �aF „� A-00 . 00 A CON5TP\UCTION NOTE5 GEN ER L NOTES ELECTRICAL NOTES PLUMBING LEGEND I ) The Contractors shall have Insurance coverage. Contractors shall submit I ) Locations of all electrical lines are schematic. Contractor shall field verify line LEGEN D Certificates of Insurance to the Owner before starting any work.The Contractor shall KS — KITCHEN SINK be licensed in Suffolk County. locations and dimensions. 2) Contractor shall install all conduit wiring and deVICe5 according to the local DW = DISHWASHER _ _ _ _ 2) Plumbing � Electrical Contractors Shall be licensed according to the local _ _ _ _ agency's requirements. WC = WATER CLOSET EXISTING WALL TO BE CUT OPEN OR DEMOLISHED governing agency requirements. 3)AII cutting required for electrical work shall be done b Electrical Contractor. LB= LAVATORY BASIN ® NEW WALL CONSTRUCTION (SEE WALL T)PES) 3) Each Contractor shall submit to the Owner a time Schedule for their work and an g y h re uirements attached to the 5chedule.Aiso each Contractor shall 4)Contractor to consult the Architect before cutting foists. FD = FLOOR DRAIN anticipated Cas q 5) Electrical Contractor i5 res on5ible for providing and installin fixtures and all CO = CLEAN OUT be responsible for obtaining all necessary filing ,permlt5 and sign offs for their work. p p g g i ® i NEW WALL CONSTRUCTION (WITH FOOTINGS) 4 The General Contractor at the completion of the work shall be responsible for all devices as indicated on the drawings UON. T= TUB L — — J ) WM WASHING MACHINEA PARTITION OR WALL TYPE required sign offs and completed paperwork as required by the Town of Southold, SH NY.The Contractor shall provide all necessary construction related assistance in = SHOWER NOTE: SEE DRAWING A 12 FOR WALL TYPES p T/SH TUB/SHOWER order that the Owner may take beneficial occupancy of the remises in a timely _ I DOOR NUMBER y p y p manner. At the conclusion of the work the contractor shall obtain a new certificate of ST_ STOVE TOP 0 — OVEN � WINDOW NUMBER occupancy for the work. ITEMS TO BE 5UPPLIED 13Y THE OWNER p y � ROOM NUMBER PROVIDE CUT OFF � CONTROL VALVES NOTf5 I ) Tiles ,marble, marble saddles to be provided by Owner, all prep. and Installations TO ALL INSTALLATIONS P 1 PLUMBING STACK DEMOLITION I The Demolition Contractor shall file with the local Agency having juri5tiction over 2) Contractor. ) g 2) All plumbing fixtures , faucets and showerheads to be provided by Owner, all prep. PROVIDE � INSTALL ACCESS PANEL the work and conform with all rules regulations and guidelines for the demolition work. and installations by Contractor including piping and pipe insulation a5 per code andDOORS FOR ACCESS TO ALL VALVES AIR DUCT RISER 2) The Demolition Contractor shall coordinate with the Plumbing and/or the Electrical good practise. AND CONTROLS Contractors if any utility lines need term inating,cappmg or otherwise closed iii =� �='' CONCRETE 3) All appliances shall be supplied by the Owner and installed by the Contractor. INSULATE ALL DOM. WATER PIPING. conjunction with the work. 3) All special lighting fixtures ,where indicated to be provided by Owner, all prep. 3) The dust and noise during demolition shalt be minimized and all debris shall be and installations by Contractor including wiring a5 per code. Contractor to provide PLUMBING NOTES GRAVEL I) Provide and install all new plumbing risers hot and cold disposed of according to legal requirements. and install fans 4)Remove all items shown on the drawings and as required to provide clean site to and all devices such as: switches outlets to be 'Decora'. water lines, waste and vent Imes. CONCRETE BLOCK ' VENT 2) Provide and install cut off valves to each location and begin construction. as per code GYPSUM BOARD � METAL STUDS 5) Provide all necessary protection to Neighboring and/or adjacent properties and at the base of each riser. the Street. Erect barriers a5 required by local ag encie5. 3) Underground existing piping may be used if in satisfactory LOAD BEARING WOOD PARTITION set vent on rear slope . G) The building must be carefully reviewed for structural stability during the demolition of roof out of sight from fron condition Contractor to snake all Imes at the completion of s the Contractor shall provide without additional costs all nece55a 5u ort5 ROOF I of the work to ensure clear flow and leave plumbing in BLOCKING proce5 p rY pp good working order. WOOD and temporary 5horin to ensure the stability of the structures and any adjacent j p � g I 4) Rebuild house trap and sump pump and sewer connection structures which may be affected by the work. I 5) install new incoming water service adequately sized for ® BATT INSULATION 7) Any structural damage that 15 discovered by the Contractor that has not been I Identified must immediately be brought to the attention of the Architect and the I building needs and requirements. RIGID INSULATION Owner. 8) Any masonry which 15 to be rebuilt shall be demolished down to 5011d bearing ATTIC UON UNLESS OTHERWISE NOTED conditions before rebuilding any masonry walls. N.I.C NOT IN CONTRACT 9) Any hazardous or asbestos containing materials shall be removed and d15po5ed of in a legal manner, where shown on the drawings , certain areas containing asbestos j may be encapsulated if directed by the Architect. E45TING I Revision: BATHROOM #2BATHROOM # Project NOTES 2" venttyp. r—�---T--- I --'—' —Q.--�2�,vent�p.-- — GENERAL CON5TRUCTION 2" vent ty . . I lexistin I p ' I I HOUSE RENOVATi0N5 � EXTENSIONS I ) Floor plans indicate framing of structural beams and J015t5 at ceiling. I i LB gi ex►stin I NEW I I LB I 1475 SlgSbee Load 2) All concrete shall be in accordance with a minimum compressive strength of WC g I W/D WC � provide � install waterproofing @ floor � walls 2" waste Mattltuck 3000P51 after 28 days. - FIRST FLOOR CO 2" wasteIN, exit in i 4" waste I " vast SHOWER New York I 1952 3) Reinforcing steel shall conform to ASTM, A G 15 grade G0. 4) The followingmaterials and/or a55embub 1ie5 shall be 5ject to controlled Grade Grade Owner inspections: FIRESTOPPING, MECHANICAL VENTILATION. STRUCTURAL 2" waste Robert K. McClean Mary A. . McClea FIREPROOFING. All such items shall be inspected according the requirements of the 4 w ste local agencies. All other materials and/or assemblies 5UbJect to semi-controlled 1475 51 5bee Road inspections shall be tested or inspected by the Contractor signed copies of all 4" waste line connected to approved sanitary septic system Mattltuck, NY 1 1952— 3323 required inspections and test reports shall be filed with the local building I BASEMENT department. Architect 5) Debris from the construction work shall be removed from the site on a regular Geoffrey Freeman Architects basis and the site shall be clean and acce55able at the end of each working day. 129 Riverside Drive G) All layouts to be approved by Architect before framing of floors and/or wall Riverhead, New York 10012 construction. Tel: 917-902-8158 7 All new walls roof and framing shall have hurricane be 5tra 5 at each level , at each I Plumbiniq Diaeram B # I W/D E.Mail: gfarch&5a.com ) g p ridge beam, each stud, each foist and to the foundation walls. A . 002s00 NOT TO SCALE CONSTRUCTION PLUMBING HVAC NOTES PLUMBING NOTE5 NOTES SECTIONS , I ) Locations of all gas, water,sewer and ventilation lines are schematic. Contractor shall field verify line locations and dimen5ion5. * PROVIDE CUT OFF � CONTROL VALVES DETAILS 2) Contractor shall install all piping and controls according to the local agency's TO ALL I N5TALLATI ON5 requirements. 3) All excavations required for plumbing work shall be done by Plumbing Contractor. PROVIDE * I N5TALL ACCE55 PANEL Date: 9/3/2020 4) Hold all horizontal runs of piping a5 close to the structure a5 the required slope Project No: 206 I allows. DOORS FOR ACCE55 TO ALL VALVES sept�o�t from ZBA FF5) Plumbing/HVAC Contractor i5 responsible for drains and vents a5 specified, roofer Fin;... ,eviev ments c � ��, DRAWING BY: KE shall execute all water roofin at roof enetration5 a5 re uired and/or a5 Indicated AND CONTROLS1311c Z6, : % 7 '�Y w � 1 Dat.:. g # CHK BY: GF on the drawings. I N5U LATE ALL DOM . WATER PIPING. DWG N0: A-0 1 000 CONSTRUCTION LEGEND 1 eX5tln9 walls to remain m-�Y� exterior wa115 construction to N include hurricane Cli 5 a5 per code stud wall 2x45 @ 1 ocs . dla� . bracin� at corners .I 3/4 Sheathin tyvek coverin , insulation R 19 . Interior 112" gyrbd . p 411X 4 Sidin to be selected by Owner. newel for steps handrail interior wa 115 2x4 Studs at I G" 005 bolted to conc. slab 2# 2x 10 headers . 4" coni slab set on son tube 12" dram. conc. footing 11211 a each Side ptd . insulated . pp 9 pu ortin ste s 2# 2x 10 headers supported by 2x 125 at 2'-0" __ interior wa I IS 2x4 Studs at I G" 005 . wall led er 2x8 bolted w. support stringers 1/2" 'hiPbolts to basement wall � � 1 /2" . bd each 51de td . not insulated . � PORCf1 �� ® 12"idram . Sona tube foundation with 4x4P05t columns NOTE. ALL SONO TUBE CAST CONC. FOOTINGS SHALL BE SET A MIN. OF 3'-0" BELOW GRADE 1 over �I "x " 2# 2x10 headers 4newel for steps handrall attached with Steel an les . " set on headers * wall leder �'� bolted to conc. stab J �� 2# 2x I 0 headers �� ne � � 2 8s � �G acs` g � 12 dlam. lona tube ftg. set on lona tube 12 dram. conc. footing STEP r 2x 12s at 2'-0" 4"x4" ost bolted to conc. and wall ledill ove _ __ ( ALL HEADERS, LEDGER5,5TRINGER5 * DECK JOISTS SHALL BE p 9 1 support stringers conc. slab PRESSURE TREATED LUMBER) _ X11 supporting steps 1 111 411x 411 wall ledger 2x8 bolted w. 1/2" 'hilti' bolts to basement wall 11 newel for steps handrail IMPORTANT NOTE. Contractor55hall not scale drawin S for � new i bolted to conc. slab Construction LayoUt5 .PORCHContact Architect for any ue5tion5 BASEMENT over new 1 _ _ existin step down nevi footings to bottom of 9 basement wall STEPS or clarifications re ardin dimensions . r = 3acces�to crawls ace t I G -2 � over 2x85 @ 16 ocs. �� k�� p 2x85 @ ISG" acs _ _ new �� i 2x85 @ I G" ocs. 11� PORCH � existin 8 conc. block walls � � _:��` � — � � 2rs over �__--1 NEW EXT. 4WL SPACE # 2x I 0 heade _ set on lona tube 12" dram. conc. footin new basement stairs new ' onc. foundation walls — — P\-30 m5ul. 2# 2A5 wall plates existin 8" conc. block walls new TJ15 STEPS over 11' — 11211 gypbd. ptd. Il' — to I st. fl. - - 20 2x 125 at 2'-0" _ - — I N51 DE OUT51 DE support s ringers 4"x 4" set on header 4" conc. slab supporting steps iding cedar shakes Revision: 3/4" stran bd. Project 1/2" gypbd. ptd. tyvec HOUSE RENOVATIONS EXTEN510N5 1475 5195b6P, Road i4 5 51 sbee poaR-19 in5ul. 7 R d 2x4 @ 16 005.stud wall fOUNDATIO ECK f ING FLAN E)A5EMENT N/D P\A Mptd. ba5ebd. to match existing Mattltuck old siding I " off deck New York 1 1952 strip flooring to match x15ting c nt. flashing at deck 114" = I '-0" 24 x 3 G SCALE: FEET 3/4' Struct. plywd. NEW DECK Owner APO J2 j12x85 A 2Robert K. McClean * Mary A. . McClean R-30 msui40( 0 5 10 15 20 . 2x85 147551sbee Road 9 4� 1/2" gyp. bd. kX"N -- Mattltuck, NY 1 1952- 3323 - x 10 ledger bolted to wall Architect 2" X 4" SILL W/ CONTINUOUS Geoffrey Freeman Architects TERMITE SHIELD 129 Riverside Drive Waterproofing Riverhead, New York 10012 5/8" galy bolts 36" OCS p g CRAWL SPACE GRADE Tel: 917-902-8158 2" Rigid insulation E.Mail: gfarch@u5a.com I I BASiEMENT I , 1 2" reinf. in conc walls Bldg copy from ZBA Final reviewments ZBA fOUNDATION F •Date:3'-0" min . / II ++++++Ii ++++ + G" perforated footing drain WALL � DECK + + + I + + ++++++II +++++ contuos FRAMING +b+— + +O-f + + + + + Date: 9/3/2020 Concrete strip footing 12" deep x I '-4" wide fid? r Protect No: 2061 p DRAWING BY: KE 2 DETAIL AT NEW WALL5 0CHK BY: GF r,9 1010 .>l�� DWG NO: A02 sca I e: I " = 1 '-0" OF A-02e00 See datall N porch steps * handrail see detall below typ. �Q. porch column CON5TRUCTION LEGEND �Q. exi5tin9 wa115 to remain up exterior walls construction to 13 include hurricane cli 5 a5per code �� Q. stud wall 2x45 @ I 0c5 . dla� . bat corner5 15tmgwall 0{ ex 0 existing flue 0 trex decking 71- loll 3/411 5heathin tyvek coverin , in5ulation R 19 . Interior 112" �ypbd . td . le wat top 9 � {�ZX� do ne PORCH 51din to be Selected by Owner.exlsting win w g 5 +nto gamed 5t�d wall emain interior wa 115 2x4 5tud5 at I G" oc5 . 2x85 I_21 _ _ — — 5 KITCHEN 2 _ 112" �yp - bd each 51de td . insulated . 2# 2x I0 headers wall plate existing 311 � �p �Q. 24 @ 16„ p05 Set on new ( ( ROOM — D N NG R 3 closet °'05et interior wa115 2x4 5tud5 at 10' oc5 . exlsting _4 2 �� i POR H 112 �yp- bd each 51de ptd . not inSiUlatCd . z a IN' G ROOM ® � - 11 LI Ll tin 3 lin. cl 1 62doubleTJ1d0 5 uner attic o5t5 above at 15t floor ceilin g O W/D9 dn. o bsmt. cl b et 4 3 1� 0 3 2# 2x I 0 headers PORCH O we BEDROOM # I line of basemt. �� BEDROOM #2 Onew new exlsting IMPORTANT NOTE: Contractors 5hall not Scale drawin�5 for ° 2# 2x I0 headersstair wall below BATI1 # I v �� BAtH #2 0 lav, basin Con5truction LayoUt5. Contact Architect for anJUCSItI01`15 20' 4 gy 1 v trex deckln A — cl set - I 9 or clarification5 re ardin dimen5lon5l . ' 31-511 A I ower Isee detail of tAtti 0III stair newel handrail 5 I " line of soffitt ° ° 0 1 11211 v / trex deckln9 see detail NOTE: Contractor5verify the. dIM5. Porch column next to house wall of the, ClientSIW/D model and make adequate space in the W/D c105et layout 3/4 " projections typ. 1475 51Sbee Road • ol. faced w. 3 4" s nth. wd. SCALE. FEET I / y . III ISI �� — 5 : IS I ' I ISI 1 /4 — 1 '-0" 24 x 3G 0 10 20 I �� Ilne of house wall I ARe\,15ion: space between wall col. approx 2 112" I I Project II I HOUSE RENOVATION5 EXTEN51ON5 I I ; I 1475 515bee Road ISI 4"x 4'I l ; l g I ; I post/column I I Mattltuck 5CHEDULE5 FMEADEP\5 , bolted to double headersI I ; I New York ! 195 2 � I I Owner I ; I 3/4" ogee molding ( ; I Robert K. McClean � Mary A. . McClean HEADER SCHEDULE HEADER SCHEDULE r (Exterior Wall) 2x6 STUDS (Interior Wall) 2x4 STUDS 3/4" blocking _ ._-__.. 1475 51g5bee Road JAMB STUDS � I JAMB STUDS ' Mattltuck NY I I TF OPENING SECTION OPENING SECTION FULL—HEIGHT I; I II 2" handrail set 3'-0" a.f.f. I; III , 952- 3323 - SIZE JACK FULL—HEIGHT SIZE JACK U T (1)3-1/2-x7-1/4" x6 U TO 1 2x4 1 2x4 3P 6,Q (1)2x6 (1)2 3P 6" (1)3-1/2-x5-1/2" O O (( I I 3/4" s nth. wd. I( I y ; Architect 6P �� (1)3-1/2"x11-7/8" (2)2x6 (2)2x6 6P Q (1)3-1/2"x9-1/4" (1)2x4 (2)2x4 I Geoffrey Freeman Architects 1 1 (1 i I " balusters set 4" apart ; I I I l l NOTES: p III (( 129 Riverside Drive 1 . FOR 2 3 PIECE BEAMS, PROVIDE 3 ROW5 Or LU8 P TO (2)3-1/2"x11-7/8' (3)2x6 (3)2x6 UP TO (2)3-1/2"x11-7/8' (2)2x4 (2)2x4 ; i I Riverhead, New York 10012 NAILS 12d (O. 148"x3.25"0 AT 12" O.C. —6 81-610 11 ; I I II ` 11 i I I 3/4 synth. wd. -base I Tel: 917-902-8158 2. FOR 4 PIECE BEAMS, PROVIDE 2 ROWS OF 1/211 NOTE: ALL SECTIONS TO BE 'TIMBERSTRAND LSL' I) (1 �� I ' I BOLTS @ 12" O.C. (BOLTS TO BE A3�07, HOLES First Floor Fin. hi I I I TO BE 9/1 6" MAXIMUM) NOTE: ALL AS MANUFACTURED BY TRUS JOIST g I 1 I E.MaII: gfarch@u5a.com 2 handrail set 3 a.f.f. I I trex deckln I ; I III f I P\5T FLOOR FLAN COLUMN NEXT TO HOU5E WALLI I ; I I 1 ; Bldg Dept cagy from ZBA D ETA I L5 'I^. reVl•",�1a ,merlts I I I Gilc. ✓� I � I I I I I Date: 913/2020 LI_L_ , .�'c BEY F AProject No: 20G I COLUMN AT DRAWING BY: KE CHK BY: GF 114 1 '-0" @ 24 x 3G f DGE Of POP\CH �,yT pro F OF DWG N0: N _ 1 CONSTRUCTION LEGEN............. V/ D _ --- ` \ 1 D4 ' /i — exterior walls construction to ............. – -–�� 2x85 @ 16 oc5. 1 ' — ____---- _ _ _ _ include hurricane cis s as per code ............... .............. _------ 11$ 01; stud wall 2x65 @ I oc5 . diag . bracin at corners _---- - ----�� — — _ D3 /r2x85 @ I G" 005 44 05 5 ' 241 3/4 s h ea t h i n tyvek c ove r i n ,NEW ATTIC .. .... 51dinj to be Selected by Owner. Z (ue ext. set 210' _ — 1 above rid — _ — // _ — 2#2x 105 Interior walls 2x4 studs at I G" oc5. \\ D2 4x4 pot _ _ , 112 gyp- bd each Side ptd . Insulated . O ` rid e beam // % 1 \\ '1 g2x 12 // / ' numbered Dormers / 1 D6 /2#2x I O5� ` I typ. roof o erhang 2x85 @ 16 o s. O // 1 2 � 1 0 11 / i CENTER DORMER 'D I i — // V� — ON HOU5E CENTERLINE ALIGN CENTERS 0 DORMERS ' ___---"— _ 5 ET CENTER DORMER N and D5' 'D3 and DG' V— ON HOU5E CENTERLINE ALIGNMENT OF DO MER WALL 'D7ON LINE OF STAIR WALL ALIGN CENTERS OF DORMERS 'D2 and D7 1475 5195b`Ce ROad AO ATTIC PLAN 1 /4 1 '-0" @ 24 x 3G house wall line _ -- ----" typ. dormer � g tter 3 . 5" x 5" typ. Rewslon: J- �_' typ. roofover hang _ _ --- roof overhang Project HOU5E RENOVATIONS � EXTENSI � ONS D4 � typ. ro f over hang -- � slope � y 1475 5�5b`CC Road gutter 3 . 5" x 5" ty - ; , -- CONSTRUCTION LEGEND Mattituck New York 1 195 2 -- slope I Owner ____-----"- Roos 51°pe � scupper � downpipe Robert K. McClean * Mary A. . McClean � 1 slope � � 1475 SlgSbee Load lope 1 ( OAf own 1 /i °G� di e and lateralpipe to house wallp p slope �Mattituck NY 1 1952- 3323 slope / t Architect h 0 se wa I i line Geoffrey Freeman Architects 29 Riverside Drive GUTTER Riverhead, New York 100 12 typ. roof over hang slope slope // j Tel: 917-902-8158 1 —+ �— slope E.Mail: gfarch@usa.com D I D6 slope D5 O D7 typ. metal fla5hin at Valle s � � Yp 9 Y CENTER DORMER 'D P i ON f10USE CENTERLINE � slope _—___.r ` --`--____1— _ house wall line ' -" --- ATTIC: � P\00f FLAN5 house wall 11 e i ____— ALIGN CENTERS OF DORMERS I SET CENTER DORMER N and D5' ' � 'D3 and DG' ON PROJECTION CENTERLINE Bldg Dept copy from ZBA Final review c�oc ments yY --" Dat File # 5ET ALIGNMENT OF DORMER WALL 'D7ON LINE OF STAIR WALL BELOW ty . roof over hang gutter 3. 5„ x 5.I typ - I ALIGN CENTERS OF DORMERSg tter 3 . 5 x 5 typ Date: 9/3/2020 - 'D2 and D7' 5CALE : FEET - M Project No: 20G I �� Q � t . roof over hang17 . . g ��;�� 00f FLAN O� �� DRAWING BY: KE � CtiK BY: GF I I _ O I O �,c20 03AOI /4 1 '-0” 2 4 x 3 6 DWG N0: �►� yo continuos roof vent typ. continuos roof vent typ. continuos roof vent typ. building height 11 11 IT I AT 11 H 1111 10 JILH 10 12 12 ® ® ® ® ® ® ® ® ® ® Architectural asphalt tiles line of function dormer roof wall W. cont. metal flashing Attic Floor FASIAS 'Azek' syn. wood - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 23 -6 new - - - - - - - - - - - - - - - - - - — _ tic floor CEDAR 5111NGLE5 TYP. 11111111 HIM Ill I 1 I I I 1 I I I I I I 91_211 I st Floor I I1ITT- -e g mix 17:) XiTtin— Istfloor GRADE varies I I I I;I 1FIT 1177 exlsting I GRADE varies I I -____________________________________________________J_J I I I I I L_J L_J L_J L_J SONA TUBE FOOTINGS ' LINE OF EXI I SONA TUBE FOOTIN Basements ; ST NG BASEMENT I GS existing ---------------------------------------------------------------------------------- 5outh2 a5Elevation ea r SCALE 1 /4" = I '- 0" at 24 x 36A05 * 00 II = I1 A05 * 00 SCALE I /4 I 0 at 24 x 36 continuos roof vent typ. continuos roof vent typ. continuos roof vent typ. continuos roof vent 2, new ss. flue as per code typ. Architectural asphalt tiles W. 'mushroom' weather cap 10 10 Revision: 12 , 12 11 IT 11 11 IT 11 4" FASIAS 'Azek' syn. wood Project I CEDAR SHINGLES TYP. 11005E RENOVAT(ON5 EXTENSIONS 11 H ITTI 111111%Architectural asphalt tiles 1475 51 sbee P\oad 1 1 Mattltuck I I ® ® ® ' ® ® ® ® ® ® ® ® 4FASIAS 'AZek' s n. FASIAS Azek syn. wood "- Y wood New York 1 1952 I FASIAS 'Azek' yn. wood Owner Lj Robert K- McClean � Mary A. . McClean Attic fl - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Attic floor 1475 SI 5bee Load new I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - new new ss. double wall 8" flue as per code - ------ - Mattltuck, NY 1 1952- 3323 Line of FORCH ' ill beadbd. soffit ; � � � CEDAR 5111 GLES � � � � CEDAR SHINGLES TYF.� Architect I exlsting brick flue cut down op an cap ; ; ; Geoffrey Freeman Arch►tects HillI gas -JTTF 129 Riverside Drive III - LRiverhead, New York 10012 I I 'L1 I;I I I��S ► III I Tel: 917-902-8155 I I II I I i 1st Floor � �;_ ; J;I .rrT .._ _ . I 1IM I I I floor E.MaII: gfarch@usa.com I 1 st FI o exlsting I I — — — — — — — — - -GRADE varica exlsting GRADE varies Bldg Dept copy from ZBA Final revied dements ZBA File * l� I I 1 I I Date: )-I � I I I I FRONT ENTRY DOOR I I I I I I I I I I I I I I L_ LJ___________________________ ___________________L—++ I L---J L_J \—�50NA TUBE FOOTINGS NORTH 5 I 1 SONA TUBE FOOTINGS I I LINE OF EXISTING BASEMENT Basement - - - - - J----------------------- ELEVATION5ONA TUBE FO ------------------- ---------------------- ------------------------------ Li existing Date: 9/3/2020 30 r va ion ARCjr�ir Project No: 20G a5 va on r n �� 0 II — I II � � �".� DRAWING BY: KE SCALE 114 — I - 0 at 24 x 3GSICALE: �� = I_ � ��; � A05 * 00 FEET SCALE 114 I 0�� at 24 x 3 6 CHK BY: GF A05 . 00r S�qT 0106 3 y4Q DWG NO: 77, F OF 0 5 15 .... 10 20 A-0 ATTIC FL. FIN. continuos ridge vent , architectural asphalt tilesmain ridge 2x 12 w. continuos ridge vent 3/4" C DX 10 Xx ZA. LINE OF BSEMT. STAIRWALL PTD. 2x 8 Dormer rafters„@ 16” o LANDING I i2 X 2#2x65 headers typ. .ice ptd. I " dram. balusters I x45y n. wd. facia New Dormer A/ �� line of hdwd. hand rail 4 overhang at each side of dormer T) - - - - - - - DWD. (RAIL O ,ii'' n x0 — — — — — — — — SET 2- ABOVE TREADS _ , � 2X oof rafte s @ 16 O window 4"x4"HDWD. NEWEL i' — — — — — — — — at dormer/roof unction I continuos metal flashing architectural asphalt roof tiles I ice shield 3'-0" at ed e of roof e imeter - I g p o I HDWD. STOP HANDRAIL I5/4" typ. TREAD 12" FROM END OF STAIR 3/4" CD 2 x 6 5 blockirlig i RI ER PTD. FIRST FL. 3 11211 X 5" gutters STRINGER WALL OF STAIR TO THE BSEMT. on stair wall ptd. FL. FIN. X I/ G" Basebd. w 3/4" ogee molding ptd. ii I/ new TJ I JO15t5 typ. 12 o rhan 7.OG" sidin3/4" CDX FLOOR New Attic g G,-O„ cedar shakes 2Detail/Elevation at 5tairca5e to Attic s n.wd. boards/SiectionY R-30 insulation w. 3/4 pro ection SCALE I " = 1 '-0" @ 24x3 G Syn.wd. oa rd 5 A0G . 00 I STAIRCASE TO ATTIC 15 Risers @ TOG/Step and 13 Treads @ I 1 " 2# 2x 10 headers ptd. bead board 5offltt 1 ( with 3'-0" Square Landing) f� existing Joists ceiling to remain 111 III III III center line of 1 I I ( Revision: pressure treated 4x4 post I I I I existing wall of house u.O.5. /X /X\ I I Project column custom W. 5yn.wd. A03/2----"'---,. coveringI III I Ii HOUSRENOVATION5 EXT EN51ON5 pre 566 detail A03/2 1475 5lgsbee Load o attic treated 44 post MattituckUP t I I New York 1 195 2 III 5ee III detail I lI Ownernan rail above deckin I i I I Robert K. McClean � Mary A. . McClean FIRST FL. III New Forch 1 1 1 1475 51sbee ROad FL. FIN N. 1 1 %. J Mattituck,I NY 1 1952- 3323 7, Architect hdwd. newel 4" sq. Geoffrey Freeman Architects 3-011 I st tread turned o wall I I 129 Riverside Drive II II pressure treated 4x4 post I ( I I I Riverhead, New York 10012 covered W. s n.wd. to match bottom Of cols. Ili I I Tel: 917-902-8158 Y III 1 i l l l I I E.Mail: gfar h@ EXISitin c usa.com III I '' 1 III MT� l EA geopy from ZBAn ^ C al reviewed do uments I\ /IIJ . ir5 Oor e: / ��C File# trex steps 12" risers 6. 25" I I i I Detail/ Pian at 5ta i rca5e to Attic, steel an les 4x4x 1 /4 ' I g AKCHITECTURAL SCALE I " = I '-0" @ 24x36 steel angles 4x4x I /4 o bolted to headers A06 . 00 � radeDETAI L5 II va r i e5 bolted to concrete STAIRCASE TO ATTIC 15 Risers @ 7.06/Step and 13 Treads @ I I ( with 3'-0" square Landing) III EX15tin Date: 9/3/2020 .i 11 13a5CMen 2 x 12 �re55ure treated 5trin er5 0 ARC Project No: 20G I set on conc. ad g existing basement wall �� FR��A� p �� 0 DRAWING BY: KE 12" dIam.5onotube conc. set min. 3'-0" below rade ° 3 y ^��,,. CHK BY: GF Detail/Section at t ical Porch/Attic/ ormer Q� � Oyp 1� {4 DWG N0: AOG . OuA-OG s 00 SCALE I " = P-0" @ 24x3 G OF 3-011 � 31-0130 double hung sash typ. double hun� F11 Windows Dormers ext. ix3 syn. wood trim typ. FI[IFI[I 11 � ❑ A o M [1E, 11 � q o M0110 M111111 I x3 syn. wood trim typ. domer overhan typ. 4.. 2� p�� front and sid�s �j �� ❑ �� j 2" syn. wood sill typ. / I IFE :3 NOTE: These windows to be set 2'-9" a.f.f. NOTE: These windows to be set 4'-0" a.f.f. 2�� syn. wood sill typ. Contin. metal flashing �L.1 i � 17� 9.. NOTE: Divided panC55hall be NOTE: Windows tObeAnder5on' factory applied permanent grilles fixed Double glazed 'E' glass with vinyl clad ridge beam 2x12 to the interior and exterior gIaSISIpanCSI of all doors � windows exterior and ltd . interiors (or equal) ---roof J015t5 2x85 @ 16" ops. typ. 31-411 structural Plywd.1-10 3 1-011 headers 2# 2x 105 shutter 5ti'UCtUral PIyWd. ridge beam 2x10 for window shutter N 21-211 B for window � AI4A NOTE: Emergency 5hutter55hall be predrilled , numbered and stored in thebaSiCnlent 2 W� nd ow � S h utter 5chedu I e dormer walls 2x4 @ 16" GI A07 NOTE: CONTRACTOR St1ALL COORDINATE DOOR * WINDOW ROUGIIOPENINGS IN THE 110U5E FRAMING AS RECOMMENDED 13Y THE SELECTED MANUFACTUREP, outrgg rs Ws @ 16" I005. typ. l. ext. trim typ. 3" 5yn, wd. 51_411 Doors � a rdware 3 Dormers Plan and Elevation : D2 , D3 , D6 * D7 . fixed liter e�. trim typ. 3" syn. wd. A07 � NOTE: All foists and headers to have 1lurricane strappin .Also foists i shall be strapped to wa� studs. F1 �i F/// 111 1 E11L] arch. asphalt tiles G Project 00 C9 0 dormer overhang typ. 4" 110USE RENOVATIONS * EXTENSIONS oO �/ p front and sides �j � �/ I x4 synth, wd. facia 475 Sigsbee Road Mattituck set entry deck Contin. metal flashing New York I 195 2 I " dn. from door saddle m tal sill 12 _ � _ i I I 1 2., c dar shakes Owner Ix3synth.wd, tnmty� Robert K- McClcan � Mary A. . McClean se entry deck 2 3 Elevation 1475 Sigsbee Road synthetic wd. plasters I " dn. from door saddle ridge beam 2x 12 Typical interior door w. Mattituck, NY I 1952- 3323 DOUBLE GLAZED DOORS TO REAR DECK 'rOf 15t5 2x8s @ 16�� 005. typ. Ptd . Entry door to front double glazed passage lock. Each bedroom A��w. keyed knob. � latch lockGeoffrey Freeman Architects wood painted � bathroom to have headers 2# 2x 105 29 Riverside Drive p�_p�� I lock privacy locks Riverhead, rk 012 ��--�1 HARDWARE: shdmg door pull, latch * lock E.Mad: (arch@usa.com SLIDING DOORS TO HAVE 11AFELE SLIDING SYSTEM 31_011 ridge beam 2x10 9 dummy knob hdwr. with commercial ZbA ��e�fPV1pW��ent= zea Fie,z E'11 71 grade magnetic catches WINDOW DOOF\ � 6'-8•• ° C1056tdoor5i 6�$� ormer walls 2x4 @ 16" 005. DORMER 5CHEDULE5 Wd . pta NOTE: All hardware shall be '5CHLAGE' u .o.s. o 4 with Brite Chrome finish and Brite chrome hinges unpainted . Date: 9/3/2020 All Glazed Exterior door55hall be double glazed W. 'E' glass � Project No: 2061 utri g rs 2x8 @ 16" ocs. % ;�, 4 DRAWING BY: KE ("� l Door � hardware Schedule Plan � Elevation : Dormers D 1 , D4 and D5 . CT t CHK BY: GF A O�A07 �� 0103 Scale as shown Scale as shown �� N� A -o� . 00 N up ° \ 111 / PORCH \ TCHEN � � 111 BASEMENT exl5tin ex15ting DINING ROOM 111 1 1 ex15ting � _ � 1 t' ° —_ — cl 111new PORCH ex15tln 8" conc. block walls ° s/C over 111 M Osic 3 - 220 30AMP � Lc—��iJ new basement stabs LIVING ROOM ex15ting lin. cl. \� 111 _ eX15tln 8" conc. block walls � \ 3125mt. c111t � PORCH \ we BEDROOM#I 111 to 1st fl. \ 11 � ° do to light at ba5emt. stair Y 111 up to light at top of a5emt. stair g BEDROOM#2 BATH #2 � 11 eXl5tln 15) up 51#I f � Up to light at top of attic 5t it 11 ° — A 4 aff up 0,00 c111 et shower to attic 3 _. ._ P,� r c aLaN / qut EO 1 rp ° ° ° 1 /4 1 '-0" @ 24 x 3G _ lectrical1 114 = P-0" @ 24 x 3G — / 1 � 1 � _ _ / \ 1 Revision: NEW ATTIC 1 \ \ 1 Project _ _ 1 3 — — / , \ / \ , HOUSE RENOVATIONS EXTEN51ON5 1475 51 5bee Road Mattltuck / / i / / / 1 \ 1 New York 1 1952 Owner / do to II ht ir5t fl. stair 1 Robert K. McClean � Mary A. . McClean 110 _ --"- ' / -----"- 1475 595bee Road Mattltuck, NY 1 1952- 3323 Architect Geoffrey Freeman Architects ELECTRICAL LEGEND PENDANT LIGHT TYPE "G" EXHAU5T 'WHI5PER FAN' 129 Riverside Drive �— Riverhead, New York 10012 INTERNET PORT INTERCOMNIDEO Tel: 917-902-8158 LIGHT W. WHISPER EXHAUST FAN E.Mail: gfarch@usa.com P,� WALL SCONCE TYPE "A" KD PHONE JACK EXHAUST FAN U_ WALL SWITCHccT �� _ P-0" WALL SCONCE TYPE "A I " TV CABLE OUTLET . E0 1 424 x 3G +�-3 WALL SWITCH 3 WAY Exterior Ilght Motion Detector (� }£�3- SWITCH WITH DIMMER PPL 0 DISTRIBUTION PANEL M ELECTRICAL LAYOUTS SMOKE � CARBONDIOXIDE 15amp OUTLET GFI Weather proof 5/C DETECTOR SURFACE MOUNTED LIGHT TYPE "D" f i r5t f l * Attic SCALE: FEET OUTLET GFI 40" A.F.F. 2' LED CLOSET FIXTURE WATERPROOF LIGHT - 15amp OUTLET GFI 4' LED Electric Date: 9/3/2020 ect c Radlent Floor 0 5 I 0 15 20 15amp OUTLET(APPLIANCES) w. local thermostat Project No: 2061 RECESSED LIGHT o CEILING FAN T) ARc '� �' DRAWING BY: KE OO RECESSED LIGHT TYPE EXTERIOR OUTLET WEATHERPROOF o��EYfAF� �0 CHK BY: GF DWG NO: PROVIDE AND IN5TALL A NEW D15T . PANEL A5 REQUIRED BY LOAD AND LAYOUT 3 .� ATF 0F NEO 1 00 LEGEND NEW COVERED PORCH S . C . Tax No . 1000- 2 - 144 - 9 Y 5TATE : New ork N � NEW EXTENSION COUNTY : Suffolk MUNICIPALITY : Town of Southold ............. ..... . CONSTRUCTION TYPE : Residential o � X ,00Oro' ert N 69 - 22 0 E A z o LIST OF DRAWINGS eli5t �,9f1Ue - � AP\ChITECTURAL NEwaoA �MP '� .� z5 o' � O ZD I �pRDEN ShED ISS A00 Cover Sheet Notes* Site Plan � A0 1 Construction Notes , Plumbing Diagram & Legend � b.01 � o , .o m A02 Foundation Plan 6 Deck Framing Details A03 First Floor Plan � Demo notes . � O EX15TN 1OU5E j,j � 3k .65 Q C\J ZD A04 Attic 4 Roof Plans. 00 20' x 40' � A05 North , South, East � West Elevations 50 A06 ArchitecturalDetads . � zi ''S ' � 5 A07 Window, Door Schedules � co aoEO I First Floor 4 Attic Electrical Layouts 5 0, NEW ADA RAMP R-40 ZONING NOTES SUMMARY � ... 0 ZZ aWI '40 �� prop � io. 3o. 20 Tt11S PROPERTY IS ANON -CONFORMING LOT z 5GARoeNSHEo 2 DIMENSIONS 9 . 10. 20 CONCERNING THE LOT SIZE S . F . TME WIDTM DEPTH 147551g5bCC Road SCALE : FEET A cnLc. � . sire SITE AREA: = 7 , 000 Square Feet COVERAGE 9 . i o. zo " SITE COVERAGE ALLOWABLE : 7000 X 20% = I ,400sf �� _p��SITE PLAN o 10 20 30 R`"5'°"5 � �g — � House �NovnrioNs c � reNsioms SITE COVERAGE PROPOSED INCL. EXTENSIONS1 , 5005f A00 14755195beeRoaa GARDEN 5HED = 1445f NeMvo`rk°ikssz SITE COVERAGE PROPOSED INCL. EXTENSIONS = 1 , G445f (23 .4%) RobercK.McaeanaMary a .Mcaean 1475 Sigsbee Road MINIMUM ALLOWABLE LIVING So�uarefootage : 8505q- ft - I Architect N EW EXTFRIOR D ECK AREAS Macat��k, NY � 1952- 3323 GROSS AREA PROPOSED : First Floor Existing : 800 5q. Ft . Front Deck : 100 5q. Ft . Geoffrey Freeman Architect5 129 Kiver5icle First Floor Extension : 3 2 3 . 2 Sq. Ft . Side � Rear Deck : 270 Sq. Ft. f ,. q2;�",'�a�� orn TOTAL AREA PROPOSED : I , 123 . 2 5q. Ft . Total Deck Area : 370 Sq. Ft. TOTAL BUILDING 1`1EIGMT ALLOWABLE : 35 '-0" PROPOSED HEIGHT: 23 '_6° COVER SHEET REQUIRED YARD SET BACKS : Note : Site House and Propertydimensions 5urveybased Upon siTE PwN REQUIRED FRONT YARD SET BACK: 50' -PROPOSED IS 35 . 15•• A ,� """"T REQUIRED REAR YARD SET BACK: 50' '-PROPO5ED IS 34 . 85 " Survey by Robert A . Kart dated July 13th 1978 a��`"��`� on 'Y ` REQUIRED 130TH 51DE YARDS TOTAL SET BACK: 35 ' -PROPO5ED IS 26-0' ° "" " REQUIRED SIDE YARD SET BACK MIN : 15 ' -PROPOSED IS 10 . 0' s'° '°"' A-00 . 00 CON5TP\UCTION NOTE5 GENERAL NOTES ELECTRICAL NOTES PLUMBING LEGEND i ) The Contractors shall have Insurance coverage. Contractors shall submit Certificates of insurance to the Owner before starting any work.The Contractor shall I ) Locations of all electrical lines are Schematic. Contractor shall field verify line LEGEN D KS = KITCHEN SINK be licensed in Suffolk County. locations and dimensions. DW = DISHWASHER 2) Plumbing � Electrical Contractors shall be licensed according to the local 2) Contractor shall install all conduit wiring and devices according to the local WC — WATER CLOSET _ _ _ _ EXISTING WALL TO BE CUT OPEN OR DEMOLISHED governing agency requirements. agencys requirements. LB= LAVATORY BASIN ® NEW WALL CON5TRUCTION (SEE WALL TYPE5) 3) Each Contractor shall Submit to the Owner a time schedule for their work and an 3)All cutting required for electrical work shall be done by Electrical Contractor. ated cash re uirements attached to the 5chedule.A150 each Contractor shall 4)Contractor to consult the Architect before cutting foists. FD = FLOOR DRAIN antics _ p 5) Electrical Contractor 15 res onsible for rovidin and m5tallin fixtures and all CO = CLEAN OUT r®� NEW WALL CONSTRUCTION (WITH FOOTINGS) be responsible for obtaining all necessary filing ,permits and Sign offs for their work. p p g g 4) The General Contractor at the completion of the work shall be responsible for all devices as indicated on the drawings UON. T= TUB required sign offs and completed paperwork a5 required by the Town of Southold, WM— WASHING MACHINE A PARTITION OR WALL TYPE re q SH SHOWER NOTE: SEE DRAWING A 12 FOR WALL TYPE5 NY.The Contractor shall provide all necessary construction related assistance in T/SH = TUB/SHOWER I on of the work the contractor shall obtain a new certificate o0 DOOR NUMBER order that the Owner may take beneficial occupancy of the premises in a timely manner. At the conclusif = STOVE TOP 0 = OVEN � WINDOW NUMBER occupancy for the work. ITEM5 TO 13E SUPPLIED BY THE 0 O PROVIDE CUT OFF � CONTROL VALVES ROOM NUMBER DEMOLITION NOTES 1 ) Tiles ,marble, marble saddles to be provided by Owner, all prep, and installations TO ALL INSTALLATIONS P I PLUMBING 5TACK I ) The Demolition Contractor shall file with the local Agency having jurl5tiction over by Contractor. PROVIDE � INSTALL ACCESS PANEL 2) All plumbing fixtures , faucets and showerheads to be provided by Owner, all prep. AIIR DUCT RISER the work and conform with all rules regulations and guidelines for the demolition work. and installations b Contractor includin i in and pipe insulation as per code and DOORS FOR ACCESS TO ALL VALVES � 2) The Demolition Contractor shall coordinate with the Plumbing and/or the Electrical y g p p g p p p AND CONTROLS good practise, o:-��Pe Contractors if an utility lines need termInatin ,ca in or otherwise closed in CONCRETE y y g pp g 3) All appliances shall be supplied by the Owner and installed by the Contractor. INSULATE ALL DOM. WATER PIPING. conjunction with the work. 3) All s ectal li htin fixtures ,where indicated to be provided b Owner, allprep. 3) The dust and noise during demolition shall be minimized and all debris shall be p g g p Y PLUMBING NOTE5 GRAVEL disposed of according to legal requirements. and installations by Contractor including wiring as per code. Contractor to provide 1) Provide and install all new plumbing risers hot and cold and install fans ® CONCRETE BLOCK 4)Remove all items shown on the drawings and as required to provide clean site to water lines, waste and vent lines. and all devices such a5: switches ,outlets to be Decora . VENT 2) Provide and install cut off valves to each location and begin construction. as per code ® GYPSUM BOARD � METAL STUDS 5) Provide all necessary protection to Neighboring and/or adjacent properties and at the base of each riser. the street. Erect barriers as required b local a encie5. 3) Underground existing piping may be used if in satisfactory LOAD BEARING WOOD PARTITION q y g set vent on rear slope G) The building must be carefully reviewed for structural 5tabliity during the demolition of roof out of sight from fro n condition .Contractor to snake all lines at the completion of of the work to ensure clear flow and leave plumbing in BLOCKING process the Contractor shall provide without additional costs all necessary 5upport5 ROOF I good working order. ® WOOD and temporary shoring to ensure the stability of the structures and any adjacent I 4) Rebuild house trap and sump pump and sewer connection Structures which may be affected by the work. ® 7) Any structural damage that 15 d5) Install new incoming water service adequately sized for BATT INSULATIONiscovered by the Contractor that has not been I identified must immediately be brought to the attention of the Architect and the i building needs and requirements. RIGID INSULATION Owner. 8) Any masonry which 15 to be rebuilt shall be demolished down to Solid bearing ATTIC UON UNLE55 OTHERWI5E NOTED conditions before rebuilding any masonry walls. 9 An hazardous or asbestos containin materials shall be removed and dis o5ed of N.I.0 NOT IN CONTRACT Y 9 1' I in a legal manner, where shown on the drawings , certain areas containing asbestos may be encapsulated if directed by the Architect. EX157FIG NEW Revision: BATHROOM #2 BATHROOM # 1 _ Project GENERAL CONSTRUCTION NOTES 2" venttyp. _ -' - - - -' — — �-2_venttyp._ — ' � 2.1 vent typ. I I T �-� f-IOUH RENOVATIONS * EXTENSIONS ) Floor plans indicate framing of structural beams and joi5t5 at ceiling, Iexistmgl I I I i 1475 51 5bee Road 2) All concrete shall be in accordance with a minimum compressive strength of I LB I existing I NEW I I LB I provide install water roofin floor walls 3000PS1 after 28 da 5, i WC j W/D IWC 2° waste I p p g @ Mattituck Y FIRST FLOOR CO 2 waste exit in 4" waste I " wast 5HOWER New York I 1952 3) Reinforcing steel shall conform to ASTM, A-G 15 grade G0. 4) The following materials and/or assemblies shall be 5ubJect to controlled Grade J Grade Owner inspections: FIRE5TOPPING, MECHANICAL VENTILATION. STRUCTURAL � 2" waste Robert K. McClean � Mary A. . McClean FIREPROOFING. All such items shall be inspected according the requirements of the 411 w ste local agencies. All other materials and/or assemblies subject to semi-controlled 1 475 51g5bee load ins ections shall be tested or ins ected b the Contractor si ned co les of all 4 waste line connected to p p y g p approved sanitary septic system Ire ins i st re orts shall be file with the local buildin attltuck, NY 1 1952- 3 required pest ons and to p d g BASEMENT department. Architect 5) Debris from the construction work shall be removed from the site on a regular Geoffrey Freeman Architects basis and the site shall be clean and acce55able at the end of each working day. 129 River5lde Drive G) All layouts to be approved by Architect before framing of floors and/or wall Riverhead, New York 10012 construction. Tel: 917-902-8158 7 All new walls roof and framin shall have hurricane tie stra 5 at each level , at each I Plumbin6j Diaeram Bathroom # I WID E.Mail: gfarch@u5a.com ) g p ridge beam, each stud, each foist and to the foundation walls. AsO02000 NOT TO SCALE PLUMBING HVAC NOTES CONSTRUCTION NOTES 5ECTION5 I ) Locations of all gas, water,Sewer and ventilation lines are schematic. Contractor PLUMBING NOTES ,shall field verify line locations and dimensions. * ensions. PROVI DE CUT OFF ~ CONTROL VALVES 2) Contractor shall install all piping and controls according to the local agencys TO ALL INSTALLATIONS DETAI L5 requirements. 3) All excavations required for plumbing work shall be done by Plumbing Contractor. PROVIDE � I N5TALL ACCESS PANEL Date: 9/3/2020 4) Hold all horizontal runs of piping a5 01056 to the structure a5 the required slope all°w5. DOORS FOR ACCE55 TO ALL VALVES ED ARC Project No: 2061 5) Plumbing/HVAC Contractor is re5px5ible for drains and vents a5 specified, roofer ";�� EY fq ti��. DRAWING BY: KE shall execute all waterproofing at roof penetrations as required and/or a5 indicated AND CONTP\OL5 �A 0 on the drawings. . CHK BY: GF INSULATE ALL DOM . WATER PIPING. � J DWG NO: A-0 I • N CONSTRUCTION LEGEND --i exi5tin9 wa115 to remain mz6N5N exterior wa115 construction to include hurricane. CIIP5 a5per code �_ "�NOTE: ALL 5ON0 TUBE � CAST CONC. FOOTINGS SHALL BE SET A MIN. OF 3 0 BELOW GRADE studwall 2x45 IG'locs ,I I dla� . bracin� at corners SEE FIRST FLOOR PLAN A03 FOR FOOTINGS FOR HANDICAPPED RAMP 3/4 Sheathin tyvek coverin , in5ulatlOn R 19 . Interior 112" bd . Ftd . 411 S �id n to be 5el ected by Owner. newel for steps handrail interior wa115 2x4 Studs at I G" OCs . bolted to conc, slab 2# 2x 10 headers 4" conc. slab set on son tube 12" dram, conc. footing 11211 a each 5 de td . in5ufated . pp 9pu ortin Ste s 2# 2x10 headers supported by 2x 25 at 2'-0" — _ - interior wa115 2x4 5tud5 at I G11 Oc50 wall led er 2x8 bolted w. support stringers I► 1/2" 'hiltrbolt5 to basement wall 1 1 _—=—— 11 1 12 �yp , bd each 51de td . not 1n5ulated . 1 PORCH11 � II 1 O 12 dram . Sona tube foundation with 4x4 P05t columns 1 over 1 1 1 1 1 x 11 4newel for Ste 1 2# 2 10 headers 1 pS handrail attached with steel an IP,5 . 1 1seon eaers wall led er 11 bolted to conc. slab �� 2# 2x I 0 headers . ne 1 1 2 8S � 116 acs� t hd g 1 1 �2diam, lona tube ftg. set on lona tube 12 dram. conc. footing STEP 1 1 1 1 2x 125 at 2'-0" 4 x4 o5t bolted to conc. and wall led er ove 1 1 1 _ __ ( ALL h LEDGER5 ,571NGER5 DECK JOISTS SHALL 13E p g 1 1 1 1 1 1 1 support stringers 4" conc. slab PRESSURE TREATED LUMBER) 1 _ 1 111 supporting steps — 1 111 411x 411 wall ledger 26 bolted w. 1/2" 'hilti' bolts to basement wall 11 newel for steps handrail IMPORTANT NOTE . Contractor55hall not 5cal e drawin 5 for 1 new i bolted to conc, slab 11� — PORCH I Construction Layouts . Contact Architect for any qUe5tIon5 11 _ BAHM ENT step down nevi fobtings to bottom of over new _ exi5tin 1 STEPS or clarlf Icatlon5 re ardin dlmen5lon5 . g basement wall 1 ==- 1�� 3acces 6to crawls ace 1 1 16 -2 111 over 2x85 @ 16 ocs. 111 1 �� p 2x85 @ I G" 5 _ _ 1 new1 1 1 2x85 @ I G" ocs. 111 PORCH 1 exlstln 811 conc. block walls �` `: � — 1 2# 2x 10 headers 4Pv'�WLoverNEW EXT. SPACE 1` — set on Sona tube 12" dram, conc. footin new basement 5talr5 new onc. foundation walls — R-30 in5ul. 1 " — = new TJI5 2# 2x45 wall plates new 111 exlstln 8 conc, block walls _. 5TEP5 — 111 over111 112 gypbd. ptd. _ to I st. fl. � - - ........ 20 2x 125 at 2'-0" — - - — — I N51 DE OUT51 D support s ringers — 41ix 4" Set on header 4" conc. slab iding cedar shakes Revision: Supporting steps 3/4" stran bd. Project I/2" gypbd. ptd. tyvec 110USE RENOVATIONS � EXTENSIONS 1475 5�5b6eRoad 1 R- 19 insul. 47551�5b66 Road 2x4 @ 16 ocs.5tud wall AMING FLAN[3A5EMENT ptd. ba5ebd. to match existing Mattltuck Strip flooring to match exi5ting old siding I " off deck New York 1 1952 fOUNDATION/ DECK fP\ 7nt. flashing at deck II SCALE: FEET 3/4" 5truct. plywd. Owner 114 = I '-0"` 24x3G NEW DECK 2x85 Robert K. McClean Mary A. . McClean V77, J t, t'sf}• f 0 5 1015 20 R-30 m51J1. 2x85 1 q7 5 g sbee Road 1/2'1 gyp, bd. �7 Mattltuck, NY 1 1952- 3323 2x 10 ledger bolted to wall Architect 2" X 4" 51LL W/ CONTINUOUS Geoffrey Freeman Architects TERMITE 511 I ELD 129 Riverside Drive 5/8" galy bolts 30 OCS Waterproofing Riverhead, New York 10012 CRAWL SPACE GRADE Tel: 917-902-8158 2" Rigid insulation E.Mail: gfarch@u5a.com I Ij BA5EMENT 2" reinf. in conc walls I 3'-0" min . FOUNDATION PLAN 1' WALL * DECK�� + + + + + G perforated footing drain ++++++4+++++ COntInU05 + + +1, + + ++ + FRAMING + + + + + Date: 91312020 + + + + + Concrete 5trip footing 12" deep x Project No: 2061 1 '-4" wide Et) AR�y�T DRAWING BY: KE 2C7 �� ; Q '�' CNK BY: GF DETAIL AT NEW WALL5 ir <�yv:.A02 DWG NO: scale: I " = 1 '-0" 0 0 A-0 typ. 12"d. sonotube footing 3G" below grade ta. N see detall below typ. typ. vinyl railing � balusters 31-0 h. . porch column CON5TRUCTION LEGFND typ. 4x4 posts W. steel existing flue EQ. conn, to footing ramp max. gradient 1/ 12 1 ex15tl n wa 1 I5 to remain I exterior walls construction to o include hurricane clI 5 as�� per code 2'-8" hold �Q. stud wall 2x45 @ I 0c5 , dla� . bracin� at corners 5t�ngWall M up Q 4 trex decking ��- loll 3/4" sheath i n tyvek cover) n In5ulatlon R 19 . Interior 12 " �ypbd . ptd . °fexi qdo le Wall p J � � eW2 PORCH Sldin to be selected by Owner . exlsting wm w g s 2x85 framed +n�0 5t\) 1-21 ramp up 3 emain _ interior walls 2x4 studs at I 6" oc5 . 2 9' 2 i i — — KITCHEN 112 �yp . bd each 5lde td . Insulated . 2# 2x I0 headers — — 2 „ sed on neW Wail plates exlsting 311 = up �(�, 1 v� @ 16 °G5 DINING ROOM I 1 3 closet cl°set Interior wa115 2x4 studs at I G" oc5 . 1 neW� 5 -4 O 2 _ 1 1 exlsting POR H 1 112" �yp . bd each 5ldeptd . not In5ulated . _ 4 —6„ 1 1 5 4 O 1 Xa5 @ � O O 1 ? _ 1 1 k LI I NG ROOM lin. ci ® I G -2 A exl tin 3 0 double, TJI5 under atticP05t5 above at 15t floor cellin g O p see detail � 1 dn. A�Irt �Q• porch steps 11 o bsmt. 4 32# 2xI0headers O handrail PORCH � BEDROOM # I line of ba5emt. 11 DEDR00M #2 we new new stair wall below existing IMPORTANT NOTE : Contractors shall not scale drawin 5 for ° r BATH # I � ° 2# 2x 10 eade 5 11 BATH #2 0 laV. basin Construction Layouts . Contact Architect for an ue5tlon5 20' ® g Y A ,_ i ° trex decking or clarifications re ardin dimensions . — — — cl et— — — — 31_511 A I ower A 0 see detail of toatt, 0 p stair newel20 111 handrail 25 I I' line of 50ffitt ° trex decking see detail NOTE : Contractors verify the dims . porch column next to house wall of the Client5W/D model and make adequate 5 ace in the, W/D closet layout 1475 51�5b6e, 3/4 It projections typ. RoadpSCALE. FEET 5y nth.faced w. 3/4" 5 nth. wd. I f LOOP\ FLAN :. �:v 71 F I I 1 ; 1 I REVI I New Mandicapped R 114 = 1 '-0" 24 x 3G 0 5 1 0 15 20 I I I I 10/21 /2020 A03 line of house wall Revision: space between wall col, approx 2 1/2" I ; ( Project i I i HOUSE RENOVATIONS EXTENSIONS IFOF\CM 147551 sbee Road 1 1 411x 411 III 9 g5t/column ( � I Mattituck 5CHEDULE5 FORLINTEL5 BEAM5 HFADER5 . boltto double headers 1 ; I New York 1 1952 1 3/4" oIgee molding ( � 1 Owner I III Robert K. McClean � Mary A. . McClean HEADER SCHEDULE HEADER SCHEDULE I (Exterior Wall) 2x6 STUDS (Interior Wall) 2x4 STUDS 3/4" blocking 1475 5lgsbee Road JAMB STUDS JAMB STUDS OPENING SECTION OPENING SECTION SIZE JACK FULL-HEIGHT SIZE JACK FULL-HEIGHT ( 7handra\li I " I j MattItuck NY 1 1952- 3323 set 3 -0 a.f.f. i 11 , 11 , 3P 6 0 (1)3-1/2"x7-1/4" (1)2x6 (1)2x6 3P 6 0 (1)3-1/2"x5-1/2" (1)2x4 (1)2x4 11 11 I I 1 3/4" synth. wd. I Architect 6P 0,0 (1)3-1/2"x11-7/8" (2)2x6 (2)2x6 6P (1)3-1/2"x9-1/4" (1)2x4 (2)2x4 I 11 i I " balusters set 4" apart Geoffrey Freeman Architects NOTES: 11 I I II ; II 129 River5lde Drive 1 . FOR 2 3 PIECE BEAMS, PROVIDE 3 ROWS OF UP TO (2)3-1/2 x11-7/8 (3)2x6 (3)2x6 UP TO (2)3-1/2"x11-7/8' (2)2x4 (2)2x4 11 I I II I I I I I Riverhead, New York 100 12 NAILS 12ci (0. 148"x3.25"O AT 12" O.C. $ —6 81-691 Tel: 917-902-8158 2. FOR 4 PIECE BEAMS, PROVIDE 2 ROWS OF 1/2 11 I I 3/4 synth. wd. base I , I BOLTS @ 1 2" O.C. (BOLTS TO BE A307, HOLES NOTE: ALL SECTIONS TO BE TIMBERSTRAND LSL , First Floor Fin, i " high ! I E.Mail: farch@U5a.com TO BE 9/1 G" MAXIMUM) NOTE. ALL AS MANUFACTURED BY TRUS JOIST 9 ' 2" handrail set 3" a.f.f. I trex deckin I ; I I 1 FIR5T FLOOR PLAN � COLUMN NEXT TO MOU5E WALL I ; I 1 DETAI L5 II I 1 Date: 9/3/2020 2 �� ARCS Project No: 20G I CCOLUMN AT erOLUMN . DETAIL5 mak) �F�EY FR�F'r��'..t DRAWING BY: KE " = I '-0" 2 4 x 3 G 114 (A03 ✓ Pr CHK BY: GF $ _ . EDGE Of POP\CH 01,0 DWG NO: A-03 . 00 .!� --1 / N ' 1 _- 1 � I CON5T \UCTION LEGFN D ' 1 1// — I --- ............. ............ _- ID4 /-- exterior walls con5tructWon to —� 2x85 @ I G" oc5. I / include hurricane, cls 5 as per code Stud wall 2xG5 ( I oc5 . dla� . at corners \�� w 2x85 @ 16n ops 3/4 Sheath � n tyvek coversng244x4pos S ' NEW ATTIC I 51din to be 5el ected by Owner . 55� ue ext. set 2'�O` _ _ — _ 2#2x I Os Interior waI15 2x4 studs at 16 oc5. above rid. --- -- // — fi 1 /211 4x4 o t gyp. bd each side ptd . m5ulated . p — / I o rid e beam '1 g 2x 12 // / �� ' DG numbered Dormers � // �` typ, roof o erhang — 2x85 @ I G" o 1 DG //2#2x I Os/ �- � gD51 I 1 � 1 � �� / 1 I 11 / i - / / II 2 I 1 // � � 2 6 fl` CENTER __- DORMER 'D I ' 141 ON HOUSEENTERLINE C – // ALIGN CENTERS 0 DORMERS I – 25 ET CENTER DORMER 'D4 and D5' 'D3 and DG' V– ON HOUSE CENTERLINE / –SET ALIGNMENT OF DO MER WALL 'D7' ON LINE OF STAIR WALL ALIGN CENTERS OF DORMERS 'D2 and D7 1475 51g5beC Road ATTIC, PLAN 114 1 '-0" @ 24 x 3G A 0 444 ' tte r 3 . 5 II X 5 II t Revision: house wall line I yp _---" typ. dormer g . typ. roof over hang Project __---" --- roof overhang , 4" I r`! MOUH RENOVATIONS EXTEN51ON5 --- I slope D4 ' ` typ, ro f over hang 1475 SI 5bee Road N ' 9 gutter 3 . 5" x 5" typ. _ __!---- , � --- 1 ; Mattituck CON5TRUCTION LEGEND _ 1 D3 I . New York 1 1952 __---� slope __- slope ® scu er � downpipe Roof ppRobert K. McClean � Mary A. . McClean ' slope 1475 1 51g5b6e, Road � lope 1 downpipe and lateral Alpe to house wall . , sloMattituck, NY 1 1952- 33 23 pe Architect �euNe j Geoffrey Freeman Architects MAINRD // 11 ho Se wall line 129 Riverside Drive- GUTTER riveGUTTER Riverhead, New York 10012 typ. roofover han 'I slope slope Tel: 917-902-8158 —i- slope D G // slope D5 , / / D I D7 t . metal fla5hin at valle s E.Ma11: gfarch@usa.com CENTER DORMER 'D I ' , slope L-- - - � house wall line ON t10USE CENTERLINE � _ i ___--- `-- -" ATTIC P\00f PLAN5 house wall li e i _– ALIGN CENTERS OF DORMERS i SET CENTER DORMER 'D4 and D5' I 'D3 and DG' ON PROJECTION CENTERLINE t-- II �__--- SET ALIGNMENT OF DORMER WALL 'D7' ON LINE OF STAIR WALL BELOW ty . roof over hang gutter 3 . 5�� x 5�� typ. – I ' ALIGN CENTERS OF DORMERS tter 3. 5" 5" t Date: 9/3/2020 'D2 and D7' g x yp' 5 C A L E : F EfT Project No: 20G I ty . roof over hang ARC ..Y , � QEY�A�c�®)�� DRAWING BY: KE P'''•' I-L L 30 : . 1 /4 I 0 @ 24 x 3G 20 .� �� ! DWG N0: 1 A-04 . 00 continuos roof vent typ. continuos roof vent t continuos roof vent typ. yp building height T 11 11 IT 11 11 1 111111 1111 10 Al 11 IT II 10 12 12 1 11 IT II IIIim 117& ® ® ® ® ® ® ® ® ® Architectural asphalt tiles line of function dormer I roof � wall w. cont, metal flashing 4" FASIAS 'Azek' Syn, wood Attic Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 23 -6" AtticFloor new - - - - - - - - - - - - - - - - - - — CEDAR SHINGLES TYP. new I I I I I I I I , , I IHHLI ]HU II I11 1111111 Hill_T -IFIF1 FIFI F11 I I I Hill 11111111I1111 11111111 Hill lill 111 ' 91_�II 5t Floor I I I l existin �, , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = �..,� - - '' II - - - - - I — _ ; .,, — IstFloor GRADE varies I existing GRADE varies I I I I I I I ; 1 ► I- 1 I I 1 I 1 II I I 1 L--J I ------------------------------------------------------ I I I I L_J L_J L_J L_J I I I I SONA TUBE FOOTINGS SONA TUBE FOOTINGS Basement I ' LINE OF EXISTING BASEMENT existing � —.— ___.. ----------------------------------------------------------------------------------4-� ouElevation Ca r Ea5t A05s00 SCALE 114 = 1 '- 0" at 24 x 3G A05 . 00 5CALE 114 1 '- 0" at 24 x 3G continuos roof vent typ. continuos roof vent typ, continuo5 roof vent typ. continuos roof vent typ. Architectural as halt t1le5 2, new ss, flue as per code � p w. 'mushroom' weather cap 10 10 Revision: Project 12 12 4" FASIAS 'Azek' Syn. wood CEDAR SHINGLES TYP. M Jim Almllm HOUSE RENOVATION5 � EXTEN51ON5 Architectural asphalt tiles 1475 51 5bee Road IITII III IM 11 ULJflJI 1111 1 1 11 :1 11111111111111 Q 1111 11 1 U[Ili Mattltuck ® ® ® I ® ® ® ® ® ® FASIAS 'Azek' syn. wood III ® ® 4" FASIAS 'Azek' syn. wood New York 119 5 2 I Ll FASIAS 'Azek' yn, wood owner UP 4, 49 Robert K. McClean � Mary A. . McClean ttico0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Attic Floor 147551g5beel�oad new new ------- - Mattltuck, NY 1 1952- 3323 new ss, double wall 8" flue as per code = - , Line of PORCH 1 I I I I CEDAR SHINGLES TYP. Architect beadbd. 5offlt I III I I I II I I I , I CE�AR clown INGLES jYP. I �I Geoffrey Freeman Architects 1 I I existing brick flue cu down Lop an cap � I I � � � Y ' I I III I I ® I 129 Riverside Drive I II , I I _ erhea New York 100 I L I Tel; 17-902-8158 = ;, fT_ I I ISI ! i i III �i 15t Floor 1 LI Tr I I ' — — — — ' ` I I I st Floor E,Mail, gfarch@usa.com existing I 1 I — — — — — — II — — — I — — — — — I I — — exlsting GRADEGRADE varies I I I I I I I I I I ' FRONT ENTRY DOOR I I I i 1 I I I 1 I I I i I I I I I I I I I I I I I I I --------------------I i I III 1 1 I I i t 11 I I NORTM 50UTM LJ_______ .i.,�.r._.__________________i�{,i I I i L_J I I I t I I SONA TUBE FOOTINGS I1 11 SONA TUBE FOOTINGS SONA TUBE FO Basement I I LINE OF EXISTING BASEMENT�p — — — — — — — —LJ---------------------------------------------------------- I I EffVATION 5 exlsting Date: 9/3/2020 3 Project No: 206 I apva IO � a va i n ron �EYR � C3� DRAWING BY: KE 5CALE 14" = 1 '- 0" at 24 x 36 _ '� =�° A.:/ SCALE. FEET SCALE 14 1 0 at 24 x 3 G / � '��`y. n,�•' CHK BY: GF A05s00 A05 • t�j, 1� DWG N0:00 Q 50 15 20A-05 � ATTIC FL. FIN. continuos ridge vent , architectural asphalt tiles main ridge 2x 12 w. continuos ridge vent 3/4" CDX 10 LANDING LINE OF B5EMT. 5TAIRWALL PTD. Z Z. /- I I I 2x 8 Dormer rafters„@' I 6” o I2 2#2x65 headers typ. ptd. I " dram. baluster �s I x4 s n. Wd. fasla New o r m e r I I " line of hdwd. hand rail 4 overhang at each side of dormer ��1 _ - - - - - DWD. RAIL 0 ,iiII p — _ — — — — 5ET 2- ABOVE TREAD5 , �� 2X oof raf to s @ 16 0 window -\J �- 4"x4"HDWD. NEWEL — — — — — — — — at dormer/roof junction continuos metal flashing architectural asphalt roof tiles Ice shield 3'-0" at ed e of roof e (meter I g p � HDD• STOP HANDRAIL I 5/4 typ. TREAD 12" FROM END OF STAIR 3/411 CD X 2 x65 blo kl g RI ER PTD. FIRST FL. 3 11211 X 5" gutters STRINGER FL. FIN. WALL OF 5TAIR TO THE B5EMT. on 5tair wall ptd. �� G" Ba5ebd. w 3/4" ogee molding ptd. ii new TJ I J0I5t5 typ. 7.06 12 o rhanI.J -1 - �I 3/4 CDX FLOOR New Attic siding 6'-0" cedar shakes 2 Detail/Elevation /5ection at 5talrca5e to Attic syn.Wd , boards _R 30 Insulation w. 3/4 projection SCALE I " = I '-0" @ 24x36 Syn.Wd . oa rds A06 . 00 I STAIRCASE TO ATTIC 15 Risers @ 7.06/Step and 13 Treads @ 11 " 2# 2x 10 headers ptd . bead board s0ffitt —Mum- ngmv ( with 3'-0" Square Landing) existing J01sts ceiling to remain III r1i center line of III III pressure treated 4x4 post I I I I eXlsting wall of house u.0.5. Rev /x\ Project column custom W. syn .wd . covering III I i I see detail A03/ I II HOUSE RENOVATIONS EXT EN51ON5 pressure treated 4x4po5 147551 sbee Load UP to atticI I Mattltuck III III I I New York I 1952 III I Owneree detail se T-0 above deckln I III Robert K- McClean � Mary A. . McClean FIR5T FL. III New FoIII 1 475 51 sbee Road FL. FIN. - 0 00 0 _ _ __ _ _ ______ _ _ I attltuck, NY 1 1952- 3 I ! I Architect dwd. newel 4" 5q. ; IIIiIIII(i Geoffrey Freeman Archit e c ts rr 5t tread turned o wall 129 Rlver5lde Drive Riverhead, New York 100 12 treated 4x4pO5t Tel: 917-902-8158covered W. syn .wd , to match bottom f cols. E.Mail: gfarch&5a.comhX15 1n F MIS i r5t f oor • treX steps 12" risers 6. 25" I Detail/ Plan at 5talrca5e to Attic steel an les4X4x 1 /4"I g ARCH ITECTU RAL SCALE I " = I '-0" @ 24x36 steel angles 4X4X I /4 I o bolted to headers A06 . 00 � i� � rade varies bolted to concrete DETAILS �TAIRCA5E TO ATTIC 15 Risers @ 7.06/Step and 13 Treads @ I I ( with 3'-0" Square Landing) III EX15tin Date: 9/3/2020 II II 13a5PMent 2 x 12 ressure treated strin er5 Project No: 2061 set on �+" conc. ad _NPg existing basement wall ��E° AR��,,� pad Y F�F� �� DRAWING BY: KE 12 dIam .sonotube conc. set min. 3I-0II belowrade 3 cDy;_;.p CHK BY: GF Detail/Section at ty ical Porch/Attic/6ormer 010 DWG N0: AOG . 00 SCALE 1 " = 1 '-0" @ 24x3 6 �'i 31-011 31-011 31-011 double hung sash typ. double hung sash typ Wainows D ormer5 LJL-J ZK �� Fl[][] ❑ ❑ ❑ ext. I x3 syn. wood trim typ. � ❑FIFI— ❑❑ 28 28 11 Al F]:] ZA ext. I x3 syn. wood trim typ. dormer overhan typ. 4.. 21-011 [E]EIE] E[111] � front and sid�s KEIDDI [] 2" syn. wood sill typ. T �� T �� -T pn NOTE: These windows to be set 2'-9" a.f.f. NOTE: These windows to be set 4'-0" a.f.f. 2" syn. wood sill typ. Contin, metal flashing � � �Z g I .. NOTE: Divided panes shall be NOTE: Windows tObe 'Ander5on' factory applied permanent grilles fixed Double glazed 'E' glass with vinyl clad ridge beam 2x12 to the interior and exterior gIaSi5panC5 of all doors � windows exterior and ltd . interiors (or equal) roof Joists 2x85 @ 16" 0c5. typ. �411� 3 1-011 h aders 2# 2x 105 structural Plywd.�~� shutter StfUCtUI'aI PIyWd. ridge beam 2x10 for window N21-211 shutter B for window AI # A NOTE: Emergency 5hutter55hall be predrilled , numbered and stored in theba5eMent dormer WaI15 2x4 @ 16" ocs. 2 Window � Shutter Schedule A07NOTE: CONTRACTOR SHALL COORDINATE DOOR � WINDOW ROUGH OPENINGS IN THE f10U5E FRAMING AS RECOMMENDED BY THE SELECTED MANUFACTUREP, outrgg rs 2x851@ 16" 1005. typ. ext. trim typ. 3" synlWd. 51_411 Doors � ardware 3 Dormers Plan and Elevation : D2 , D3 , D6 � D7 . fixed liter ext. trim typ. 3" syn. wd. 2'-8" �~�� A07 � NOTE: All J015t5and headers to have, MurricanC strapin .Also foists � shall be strapped to wa� studs. E I[] � arch, asphalt tiles �V1510" � 00 6'-8" I Project dormer overhang typ. 4" � 110USE RENOVATIONS � EXTENSIONS o� ❑� �� p front and sides �/ � �/ I x4 synth. wd. facia 1475 Sigsbee Road set entry deck Contin. metal flashing Mattituck " dn. from door saddle m ta 1 sill New York I 1952 � 2� 2�� c dar shakes oW�r 2 Elevation ' JG Ix3 synth.wd, trim_p- Robert K. McClean � Mary A, .McClean se entry deck 3 1475 Sigsbee Road Ptd . Entry door to front DOUBLE�� n, rom oor sade Matt�tuck, NY i 1952- 3323 synthetic wd. pilasters � dfddlridge beam 2x 12 Typical interior door w.GLAZED DOORS TO REAR DECK � 17r of fists 2x85 @ 16" ocs. typ. double glazed passage lock. Each bedroom Architectw, keyed knob. � latch lock wood paintedi � bathroom to have headers 2# 2xI0s Geoffrey Freeman Architects 129 Riverside Drive 21_011 I lock privacy locks Riverhead, New York 10012 • ►j HARDWARE: sliding door pull, latch * lock Tel: 917-902-8158 rid e beam 2x I 0 E.Mail: gfarch@usa.com SLIDING DOORS TO HAVE 11AFELE SLIDING SYSTEM 3,_a11 9 dummy knob hdwr. with commercial grade magnetic catches 6'-8•• WINDOWDOOR � ° Closet doors 61 1 �ormer walls 2x4 @ 16" 005. DORMER 5CHEDULE5 Wd ptd NOTE: All hardwar65hall be 15CHLAGE' u .o.s. � o 4 with Brite Chrome finish and Brite chrome hinges unpainted . Date: 91312020 All Glazed Exterior door55hall be double glazed w. 'E' 10155 � Project No: 2061 utri g rs 2x8 @ 16" ocs. ty . ED ARc� Door � hardware Schedule 4 Plan � Elevation : Dormers D I , D4 and D5 , Y�FgF�y�vDRAWING BY KE �y CHK BY: GF A075cale �� DWG N0: AJO7 5CalC as shown as shown �r '3 A-07 ,, 00 N up O ` 111 M PORCH \ ITCHEN � 111 exlstln BASEMENT � � 111 existing DINING ROOM exlsting � �p 1 li,l 1 ° — I'I new exlstin 8" conc, block walls D 5/C 111 over 3 M s/c \ LIQ___—� 1 220 30AMP � �'�-U 1 ; new basement stairs LIVING ROOM existing lin. cl. �� 111 _ \ exlstln 8" conc. block walls � o bsmt. W/D \ I III \ \ 3 cl"t I Up PORCH \ 11 ® t I fl BEDROOM #I III o st � II WC � do to light at basemt. stair \ III ° Y BEDROOM #2 BATH #2 /• III up to light at top of basemt. stair 11 existing " �BA�s.#I / up to light at top of attic st Ir 11 ° v A 4 'aff "p c111 et shower to attic up - ' 3 r � ca Lavout ..................... c D 01 114 1`-0" @ 24 X 3G D lectrical Layout fl f LOOP\ 0 114 - 1 '-0" @ 24 x 36 ---- _: — , 1 / 1 Revision: st. fl .—® .--- NEW ATTIC Project I . I 3 _ - � ij' , , / ; HOU5E RENOVATION5 EXTEN51ON5 1475515bee Goad Mattltuck Owner New York 1 1952 1 1 _- 1 do to light Irst fl. stair yK. McCleanMary/ Robert � M y A. . McClean 1 -- 1475 51g5bee Road ' / ! Mattltuck, NY 1 1952- 33 23 Architect I Geoffrey Freeman Architects _---- — ELECTRICAL LEGEND PENDANT LIGHT TYPE "G•, XEXHAUST 'WHISPER FAN' 129 Riverside Drive �G— Riverhead, New York 10012 I� INTERNET PORT F71 INTERCOM/VIDEO Tei: 917-902-8158 LIGHT W. WHISPER EXHAUST FAN E.Mall: gfarch@usa.com WALL SCONCE TYPE "A" � PHONE JACK EXHAUST FAN ayo UWALL SWITCHrica � ii — WALL SCONCE TYPE "A I " TV CABLE OUTLET . E0 I - 114 - 1 '-01' 24 x 3 G ��-r +�3 WALL SWITCH 3 WAY Exterior 11ght Motion Detector D �- SWITCH WITH DIMMER PPL 0 DISTRIBUTION PANELMEff CTIN CAL LAYOUTS SMOKE � CARBONDIOXIDE I 5amp OUTLET GFI Weather proof5/C DETECTOR Atticf1r5t floorSCALE: FEET SURFACE MOUNTED LIGHT TYPE "D" � OUTLET GFI 40" A.F.F. Z LED CLOSET FIXTURE f ' WATERPROOF LIGHT - I Sam OUTLET GFI 4' LED Date: 9/3/2020 = -' Electric Radlent Floor 15 w. local thermostat 0 5 1 0 2 0 15amp OUTLET(APPLIANCES) Project No: 2061 RECESSED LIGHT o CEILING FAN ,�� EXTERIOR OUTLET WEATHERPROOF 0 ��EY F�F� ��, DRAWING BY: KE OO RECESSED LIGHT TYPE "F" �0 o`` � ,A k °COD CHK BY: GF lN5TALL P\FQUIP\ED DWG NO:AND A NEW D15T . FANEL AS BY LOADAND � 010