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Home My WebLink About42655-Z ,.1`suffv1� fvo�o CpG, Town of Southold 2/3/2020 P.O.Box 1179 y 241! 53095 Main Rd �ygfp a4�11 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41034 Date: 2/3/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2040 Central Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-1-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2018 pursuant to which Building Permit No. 42655 dated 5/7/2018 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 ARTIST STUDIO WITH CARPORT UNDER AND DECK TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7095,DATED 10-19-2017,AS APPLIED FOR The certificate is issued to Barth,Barry of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42655 06-19-2019 PLUMBERS CERTIFICATION DATED uth ri e Signature SUFFat,rTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE :oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42655 Date: 5/7/2018 Permission is hereby granted to: Barth, Barry 2040 Central Dr Mattituck, NY 11952 i To: construct additions and alters ions to an exsiting single family dwelling as applied for. w[ -.k6Ar it At premises located at: 2040 Central Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-26 Pursuant to application dated 4/19/2018 and approved by the Building Inspector. To expire on 11/6/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $394.80 CO -ADDITION TO DW $50.00 Total: $444.80 Building spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. April 17, 2018 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 2040 Central Drive Mattituck House No. Street Hamlet Owner or Owners of Property: Barry and Judy Barth Suffolk County Tax Map No 1000, Section 106 Block 01 Lot 26 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pp i nt Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® ro Southold,NY 11971-0959 ger.richertCa-town.southold.ny.us �® � MUM BUILDING DEPARTMENT TORN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Barry Barth Address: 2040 Central Dr City: Mattituck St: New York Zip: 11952 Budding Permit#. 42655 Section: 106 Block: 1 Lot. 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor: DBA: Owens Electric License No: 3372-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5' CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt EmergencF1y Fixture Time Clocks Disconnect RSwitches 7 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 1-combination smoke /co detector, low voltage track lighting ( 8-heads ) Notes: i i 4 Inspector Signature: Date: June 19 2019 Ir 81-Cert Electrical Compliance Form.xls OF SOUIyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r-lr/l�- � - DATE INSPECTOR OE SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION " [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .� (OA 0. 4TV Av�, ow V� n�V .1 DATE INSPECTOR a0F Sol/p, o� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHr+N�' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: DATE q INSPECTOR law, qw -s/ - # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' fVAyvilvy, UF� kv- I A oln", -- DATE 3 INSPECTOR OF SO(/lyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION -f� -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR r ' �� pF SOLI TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] . UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECT' ICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: CAA-VA%A ea 1 � �V rJ CA) Etv LPA. � �� - ✓ - ��. DATE INSPECTOR �i SOF so TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 - I NSPECTI. N [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FO NDATION 2ND [ INSULATION [ FRAM STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v DATE �J �'°I INSPECTO - ®elfino Insulation Co. Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Ludlow Homes Co. DATE OF INSTALLATION: 01/31/19 2040 Central Drive Mattituck, NY 11952 Closed Sloped Ceilings Canteliever INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE C] OPEN CELL FOAM 9 R-34 ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS FIBERGLASS 825-7 3R-30 HD ❑ CELLULOSE ❑ CELLULOSE Exterior Walls Gable Walls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 5.5" R-21 0 FIBERGLASS 3.5 R-13 ❑ CELLULOSE ❑ CELLULOSE INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE C] FIRE CAULKED TO CODE DATE OF INSTALATION. 01/31/19 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION, 21 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION, 01/31/19 ❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: ❑ DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. �D i`.�'_��S ' '� !� ,5F j +� {-�;, ti..••�,j-y'si?;�:1. /'ra=-9'��"-�'s„,I,y�.:,r' 01 ` I I AUTHORIZED SIGNATURE - JUL 2 3 2019 - . �� . . `_ . \ \ � M s m Y L n n w M c n |8N � 1 �M�� ` °=, " . �"�= arch / toct I60 HORTOMS LANE Town ofSouthold Building Department � Southold Town Hall � POST' OFFICE BO)( 1600 POBox 1179 / Southold, NY 1l871 � 5 C� UT H O L O. N Y | | 9 7 | ' 6 3 | ' 4 7 7 - 8 7 ] 6 January 31, 2O20 � m h a r c h i t e c t c o m RE Barth Residence 204OCentral Drive Mattituck, NY 1:1944 ToWhom ItMay Concern, |mmcertifying that,tnthe best ufmyknowledge and belief,the insulation and fire caulking otthe above-mentioned property meets the NYS code requirements and was constructed noper the drawings prepared bymyoffice and approved bythe Town ofSouthold. �� / K�� LEEDAP 0 AR � OF � ��' �� L �� . -��-wp� � �1) A Delfino Insulation Co. , Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Ludlow Homes Co. DATE OF INSTALLATION: 01/31/19 2040 Central Drive Mattituck,NY 11952 Closed Sloped Ceilings Canteliever INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑✓ OPEN CELL FOAM 9 R-34 ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 8.25° R-30 HD ❑ CELLULOSE ❑ CELLULOSE Exterior Walls Gable Walls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS 5.5" R-21 ❑ - FIBERGLASS 3.5° R-13 ❑ CELLULOSE ❑ CELLULOSE INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE F-71 FIRE CAULKED TO CODE DATE OF INSTALATION: 01/31/19 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: 0 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 01/31/19 ❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: ❑ DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. XI�� I91 AUTHORIZED SIGNATURE FFA fi S ` a x 1L 1� 'ILI ss t 3 � 6 �? djjy 4 y: r�i Ji•b i - ��uMll'��J'� 6 MOV s R y 1 k +� 47, N •"'i „fib 4 1 ;,k � 1LAM -. - 8Yi3b3" @ b � l s y z 5' •bra" � � , �� 6 '"r i 7 3 f »- r �w tea,'';" r< ." U•" ;�. ��.. .. .�,, .."_". �� ,?: .. fir;:"., s��. ., •;�!,�:�` ...... sa ..�'. .. �:.. .�.�� .�w��'%�,,.,�r,�''�",s.Y.�.... .�a�.�.:�k�K.":Yt„.�� ,-�:- q SFr e 41 ^d �. , e e .:... yt V�k * An 'lop c ez S @ $ 4 ''"..... Aqz WY3 r. 177, �' *4 A lie a r i L r T FOUNDATION(IST) ----------------------- ROUGH FRAMING& PLUMBING INSULATION PER STATE ENERGY CODE KIMA LZI 1 �1 . ". i1�1 W, .. ADDITIONAL 1 \ S`'/M, Lll�l� ' - PTA film/ �' Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans' TEL: 765-1802 Survey PERMIT NO. 'J Check ' Septic Form t N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 20Mailto: Meryl Kramer Architect Disapproved a/c PO BOX 1600, Southold, NY 1197-1 Phone: 631477 8736 Building D I c-�, lding In D _ APR 1 9 2018 APPLICATION FOR BUILDING PERMIT B� !jL ;�)ai Date April 17 , 20 18 TOWN OF gOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ,sets of plans, accurate plot plan to scale:Fee according to schedule. ; b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. - APPLICATION IS,HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,.for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect .Name of owner of premises Barry and Judy Barth (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 1. Location of land on which proposed work will be done: t 1 2040 Central Drive Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 106 Block 01 Lot 26 Subdivision Filed Map No. Lot (Name) 2. State_existing use and occupancy of premises and intended use and occupancy of proposed construction: \ a. Existing use and occupancy Single Family Residential i b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $125,000 Fee (to be paid on filing this application) i 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1, total all floors If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 47.4 Rear 47.4' Depth 34.5'1 Height 29.5'- Number of Stories 2 Dimensions of same structure with alterations or additions: Front 64.4-- Rear 64.4' :. Depth 34.5' Height 29.5' Number of Stories 2 8. Dimensions of entire new construction: Front N/A Rear `Depth? Height Number of Stories 9. Size of lot: Front 120.00' Rear 77.30' Depth 658.99'(east) & 618.41'(west) 10. Date of Purchase 1/03/02 Name of Former Owner James Meroukis 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YeS, ZBA #7095 13. Will lot be re-graded No Will excess fill be removed from premises:' YES NO 2040 Central Drive,Mattituck,NY 119 2 14.Names of Owner of premises Barry and Judy Barth Address P�ione No. -6312981623 Name of Architect Meryl Kramer AddressPo Box 1600,Southold,NY 11971Ph6ne No' 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES X NO TR 9151 • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. i 17. If elevation at any point on property is,at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ! 4Q being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing c /trract)above named, (S)He is the /-� ?X�� !"�' G�1.1 (Contractor,Agent, Corporatb Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r •(-�i�day of. 20 /,5 Notary Public Signature of Applicant CONNIE D.BUNCH Notary Public,State of Now York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14, 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 * Survey Southoldtownny.gov PERMIT NO. Check Septic Form N Y S.D.E C Trustees C O Application Flood Permit Examined 20 Single&Separate 01SAPPAQVIAL Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to- Disapproved a/c ),,, / �1 1 Y ' Phone r - Expiration 20 APPLICATION FOR BUILDING PER}VHT AY 2 6 2011 D INSTRUCTIONS Date May 24 ,20 17 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 #Mf1JMcPMot plan to scale.Fee according to schedule. TO location of lot and of buildings on prermses,relationship to adjoining premises or public streets or e ways. 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 Budding 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 Budding 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. �l (Signature of a hcant or name,if a corporation) 2040 Central Drive Mattituck,NY 11952 (Mailing address of applicant) i State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder owner Name of owner of premises Barry D Barth (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2040 Central Drive Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 106 Block 01 Lot 26 ' Subdivision Captain Kid Estates Filed Map No. 1672 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence 2 adults b. Intended use and occupancy Studio 2 adults 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 50,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 47.4 ft Rear 47.4 ft Depth 30.3ft Height Number of Stories 1 Dimensions of same structure with alterations or additions: Front 64.4 ft Rear 64.4 ft Depth 31.3 ft Height Number of Stories 1 8. Dimensions of entire new construction:Front 17 ft Rear 17ft Depth 31 3 Height Number of Stories 9. Size of lot:Front 120ft Rear 77.3 ft Depth 658 99 ft 10.Date of Purchase January 2002 Name of Former Owner Christopher Meskunos 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO—X 14.Names of Owner of premises Barry D.Barth Address204O Central Drive Mattituptone No. 631 298 1623 Name of Architect Charles M Thomas Address PO Box 877 Jamesport Phone No 631 727 7993 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES 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 NOS_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF Nff b\1L) a Barry D.Barth being duly sworn,deposes and says that(s)he is the applicant p�y oo (Name of individual signing contract)above named, Oho S)He is the OW Rei 3 w U u (Contractor,Agent,Corporate Officer,etc) a� C3 c, f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, N�N N Z .a at all statements contained in this application are true to the best of his knowledge and belief,and that the work will be F u a b w erformed in the manner set forth in the application filed therewith a o N wo to fore me this ? d day o '"lat 201-1Lt]O U Q_ Z G of Public Si ture of Applicant Ull l•� .,n'L!'l'e, rM'la' ,i'u '.t4p, .WGV 01�1� -^ jx ! .� •''+iY�' �� '`-��-+syr,.;_ , .r• `l(�.��j�;��`'� .�:�'• k'��-}A`�' "r.. �.r��` �,y� t� :.�' .:i'r},��, l -�Yr+� w h'��Srf}'�.;e.. -.M ��YF"�� •t•(�'.��Yf 1''/1, �:-� tj Y1 rrY t."• - C Yl�Y"fes`;.,:n '•-�ty.��Y�ry�y�/ri:...l�' •`Yr,�.:;':,'",.rn.:.•.•:,::^�:;."�i ...,..•:.>:`:.`.i;:��ti�ti�`.Cl�i.`�.�;G.:•,�n">.:.;•R;m;'r�, i �/ .:�s� is^+,y.\i��rlV,:...,.,»rnC:�.:t,'!:!.ugti.h� `!'%.,rt.:,•...a•M�:;:.'�;;;ar,.._.�! ✓ �,..•. t\4'.'►f��I < \. //,'i� f��\// f� /8 \./J �� 1`� ..t 3-1 1 of 4.. �c ham. -�� •r " 's ," L' - - .,•�. ..,,.,:: � .-/ate-.�'• BOARD 1 � : 1 1 1 YORK '�, . .. � .. - yea. PERMIT NO. 9151 DATE: JANUARY 17,2018 ISSUED TO: BARRY D.BARTH PROPERTY ADDRESS: ISI CENTRAL DRIVE, n\ 1SCTM# 1000406-1-26 .� I"` > AUTHORIZATION018,and accordance with the Resolution of the Board of Trustees adopted at the meeting held on Janu= 17, wit Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 0 Daid by BaM D.Barth and subject to the Terms and in consideration of application fee in the sum of 12�M Conditions as stated in the Resolution, the Southold Town Board of Trustees au o zes and pe sa 3 `0. .,.�+�":•��t :fir!;9 1 ' ' 1 1 1 -story 11underneath • onto 1 1 dwelling; 1 construct 1 1 wood deck againstside1addition; 1asdepicted 1 / • the survey 1 / 1 1 Nathan Corwin, 1Surveyor, dated I 1 roped approved on January 17,2018. IN WITNESS WHEREOF, . Board of 1 fid i � and these presents to be subscribed bya rhajorityofthe said Board asofthisdate. 3 rte'. �?��_ 1'11 � :� �!�% � i��a�/ �� •`� R, t .k ' "9N..i;;y'�� Lv _`�• %�%j. :,�., ME i •v.,.-,.- ',an i• �. ,.' � ice. �•='.YS6•.v�t:,i. IMF Is .'. ,�l�r '.i �t�jU�`�'�`,r�,' ':�M1•C,t �� kv ;Y ��'�YJJ�(,�?i�/`.. , '�t'�1" r ti.r� •.�',�r}�,�,�. r,•. ��; ly,�r, }�'� "2!� + n.;' ��•' �nr�,� :m� '711' TERMS AND CONDITIONS The Permittee Barry D Barth residing at 2040 Central Drive,Mattituck,New York,as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President Sig Town Hall Annex John M.Bredemeyer IH,Vice-President 'Al 54375 Route 25 Glenn Goldsmith P.O.Box 1179 A.Nicholas Krupski Southold,New York 11971 va Greg Williams Telephone(631)765-1892 Fax(631) 765-6641 100W ]BOARD OF TOWN TRUSTEgS TOWN OF SOUTHOLD CERTIFICATE OF COMPLL4,NCE 1597C Date: July 24, 2019 THIS CERTIFIES that the construction of a 21.3;x17' One-story addition with car port underneath onto easterl i side of dw_I1.__; and to construct 10'x13' wood deck against seaward side of addition; At 2040 Central Drive, Mattituck Suffolk County Tax Map#1000:106-1-26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 8,2017 pursuant to which Trustees Wetland Permit#9151 Dated January 17 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions-of law. The project for which this certificate is being issued is for the-construction of a 21.3'x17' one-story addition with car-port underneath onto easigirl side of dwellin� and to constrict_a 10'x13' wood —Y deck against seaward side'of addition. The certificate is issued to B D. Barth owner of the aforesaid property. Authorized Signature CA AUG 2 8 2019 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2017 TO: Barry D. Barth 2040 Central Drive Mattituck, NY 11952 Please take notice that your application dated May 26, 2017 For a permit to construct additions and alterations to an existing single family dwelling at Location of property 2040 Central Drive, Mattituck, NY County Tax Map No. 1000 - Section 106 Block 1 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states; "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The proposed construction notes a setback of 89.4 feet from the top of bluff, at its closest point. �Authoed Sign t e 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. BOARD MEMBERS � So Southold Town Hall Leslie Kanes Weisman,Chairperson �� UTyp 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora ¢ Office Location: Eric Dantes cn ac Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ^IyQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'Co(f NAV Southold,NY 11971 [EC[EDV[E http://soutlioldtownny.gov ® ZONING BOARD OF APPEALS DD TOWN OF SOUTHOLD RECEIVED OCT 2 '12017 Tel.(631)765-1809•Fax(631)765-9064 'If FINDINGS,DELIBERATIONS AND DETERMINATION tCT 2 3 2Q17 ENDING DEPT. MEETING OF OCTOBER 19,2017 � TOWN OF SOUTBOLD Sou old Town Clerk ZBA FILE 7095 NAME OF APPLICANT: Barry D. Barth PROPERTY LOCATION: 2040 Central Drive Mattituck,NY 11952 SCTM No. 1000-106-1-26 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE:- This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 31,2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 20, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the coordinator's recommendation that the proposed action is CONSISTENT with the LWRP Policy Standards and therefore is CONSISTENT with the LWRP. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a letter from the agency, received September 21, 2017, an inspection of the property was conducted on September 1, 2017. The agency technician observed the bluff in excellent and stable condition with vegetation cover and the yard leading to the bluff top also well vegetated. Although, there are no apparent concerns involving runoff or erosion, it is recommended that heavy machinery, equipment or supplies be stored or used a minimum of 25 feet setback from the bluff top edge. PROPERTY FACTS/DESCRIPTION- The subject property is a conforming 61,585 sq. ft. parcel in the R-40 Zoning District. The parcel measures 77.30 feet along the northerly property line fronting the Long Island Sound, measures 618.41 feet along the westerly property line, measures 120.00 feet along the southerly property line fronting Central Drive and measures 658.99 feet along the easterly property line. The parcel is improved with a one story frame house and basement and two wood detached accessory decks all shown on survey prepared by Nathan Corwin Taft, 111, L.S., last revised may 15, 2017. BASIS OF APPLICATION: Request for a Variance under Article XXII, Section 280-116 and the Building Inspector's June 1, 2017, Notice of Disapproval based on an application for a permit to construct additions and Page 2, October 19, 2017 #7095, Barth SCTM No. 1000-106-1-26 alterations to an existing single family dwelling; at: 1) located less than the code required 100 feet from the top of the bluff, at: 2040 Central Drive, (Adj.to Long Island Sound)Mattituck,NY. SCTM#1000-106-1-26. RELIEF REQUESTED: The applicant requests variances to construct a 10 ft by 13 ft. wood deck having a distance of 89.4 feet from the top of the bluff along Long Island Sound and a ground level one story addition to be used as an artist studio space measuring 21.3 ft. x 17 ft.with a bluff setback of 96.6 ft.A car port is proposed under the studio addition. The code requires a minimum bluff setback of 100 ft. ADDITIONAL INFORMATION: A prior decision by this Board, Appeal No. 5625, dated December 2, 2004, granted a variance for an accessory wood decks located 76.5 feet from the top of the bluff. Inspection of the property shows a well vegetated, stable bluff face. i FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2017at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance(s)will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The existence of many mature trees and native vegetation In the rear yard and around the home, makes the entire parcel very private.No neighboring homes on either side of the subject dwelling can be seen when in the driveway,the front or rear yards of the subject property. Therefore the proposed additions will have no visible impact on the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The topography of the subject property contains large slopes and the proposed deck and dwelling additions are located on relatively flat areas that work well with the layout of the existing dwelling, both of which make the proposed construction most functional in the proposed locations. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the proposed deck addition is substantial at 10.6% relief from the code.However,the bluff face is very stable and well vegetated with native plants and shrubs and the property received prior ZBA approval for an accessory deck located 76.5 ft. from the top of the bluff. He variance granted for the proposed studio addition is not substantial at 3.4%relief from the code. 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 of the Town's Storm Water Management Code and the recommendation of Suffolk County Soil and Water as conditioned herein. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief) is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a studio addition and small wood deck, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, October 19, 2017 #7095, Barth SCTM No. 1000-106-1-26 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variances as applied for and shown on the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last revised May 15,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The new wood deck shall remain open to the sky. 2. During construction no heavy equipment or materials shall be stored or used within 25 feet of the top of the bluff. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted(4-0). Leslie Kanes Weisman Chairperson Approved for filing /0/ /2017 Scott A. Russell ST01R.MWA\T]ER. SUPERVISOR IM[A\NA\(Gr]EM]EN7[' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971O� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET `APR 252018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLI.OWING Yes No (CHECK AL1. THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®❑X C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[@ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, SMPI Complete'the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Department with your Building Permit Application. APPLICANT* (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date Distract NAME: Meryl Kramer Architect 106 01 26 4/17/18 mans Section Block Lot 's*""o ****FOR BUILDING DEPARTMENT USE ONLY**� Contact Information 631477 8736 (r.> N—W y: L' 1�° �Ch Reviewed B Date Property Address/Location of Construction Work. — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 2040 Central Drive Stormwater Management Control Plan Not Required. MattltUCk, NY 11952 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Desiga Professional,Agent,Contractor,Other) �- �S fr 106 01 26 ° Stormwater Management Control flan CHECK LIST NAME. Meryl Kramer Architect Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plmw Prim Date: The applicant must provide a Complete Explanation and/or Reason for not providing 631477 8736 4/17/18 4[ all Information that has been Required by the following Checklist! Ignuture Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage.c. Existing- Natural & Man Made Features within 500 L.F. VMEEEE=E1 of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing & Area of Proposed Land Disturbance. X� f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) 00 g. Location of all existing& proposed structures, roads, - Xmm • driveways, sidewalks, drainage improvements& utilities. Backfill, OR Provide Engineer' CertiftVLW0;FS0UM0M h. Spot Grades& Finish Floor Elevations for all existing& =77 that the drainage has been installed to Code. proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0® j. Location of proposed Soil Stockpile Area(s). =0 k. Location of proposed Construction Entrance/Staging Area(s). X-]== 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. Retaining walls and silt fence 2. Stormwater Management Control Plan must include Calculations showing EROSION &SEDIMENT CONTROLS that the stormwater improvements are sized to capture,store,and infiltrate Shall include but not limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Wire Backed Silt Fencing, stabili atjo-n., S-eaed`rig of exposed and/or inaetive Items requiring details shall include but not be limited to: ' a. Erosion&Sediment Controls. 00I Retaining walls and silt fence b. Construction Entrance&Site Access. 00 Existing driveway c. Inlet Drainage Structures (e g.catch basins,trench drains,etc.) X1=0 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**� I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: I — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 3 /� SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 _ c,UfffO (, fes ILDING DEPARTMENT-Electrical Inspector Q - TOWN OF SOUTHOLD JAN 25 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �` ° � � v 'Telephone (631) 765-1802 - FAX (631) 765-9502 C�gp OJUD roger.richert�town:southold.hy.us APPLICATION FOR ELECTRICAL INSPECTION_ REQUESTED BY: � �.�nt� �_ Date- I '?s I Company Name: , s Lc�r(c N Q_ - -- Name: _4 - License No.: 2-h1 E email: �c,�ev� K��clns�� L® Us Address: ve. Ce� e,ln - Phone No:: JOB SITE INFORMATION: (All Information Required) Name: Address: 2-NO Ce :f Lk=� Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / NO ough In Final Do you need a Temp Certificate?: YES Issued On _ Temp Information: (All information required) Service"Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead 1#-Underground Laterals 1 2- H Frame Pole Work done.on Service? Y N_ Additional Information: PAYMENT DUE WITH APPLICATION ry, 82-Request for Inspection Form As i Town Hall Annex '` y 4 , Telephone(631)765-1802 54375 Main Road =3: fit, Fax(631)765-9502 P.O. Box 1179 . { Southold, NY 11971-0959 BUILDING-DEPARTMENT- NOTICE-O_F_UTILIZATION OF--TRUSS TYPE'CONSTRUCTION','PRE-ENGINE_ ERED; WOOD CONRU STCTION'ANDIOR TIMBER CONSTRUCTION -- Date: April 18, 2018 Owner: _ Barry and-Judy Barth—___ Location of Property:, __ _2040 Central Drive,-Mattituck, NY 11971__ . Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line)- Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:,. - - ---- - - - - - -- - - - Name (person submitting this form):. Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ==_ 6" 01A ETE-,R - - REFLECTIVE WHITE REFLECTIVE RED - PANTONE #187 r i i 1/2" .STROKE' The construction type _ designation shall be - - arllyI gpvI sg'1111I AaIV"or acv» to indicate the construction classification of the structure under DESIGN' TI''O fOR', STRUCTURAA _ section 602 of the BCNYS C4M;PO,NE' S THAT ARE OF TRUSS: TYPE;" _'04 i'RU:CTIO�N "F51 FLOOR FRAMING, INCLUDING m ;■ j GIRDERS AND BEAMS ROOF FRAMING JDIF'R. FLOOR AND. ROOF FRAMING STANDARDS AND CODES - - - - ®��®F SOUry®l ' a 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 �yc®UNT`01 BUILDING DEPARTMENT TOWN OF SOUTHOLID August 19, 2019 Barry Barth 2040 Central Dr Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: The spray foam insulation certification need rom a design-pro for"R-Values" Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 64Z/Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —42655 —Add/Alt August 21, 2019 Town of Southold Building Department Building Permit 42655-Add/Alt In response to your letter dated August 19. 2019 Please find enclosed the following: 1. Board of Town Trustees Certificate of Compliance Dated July 24, 2019#1597C 2.Notice of inspection of the installation of insulation. I have requested from the General Contractor/Builder the spray foam insulation c&tification and as soon as I receive it I will forward it to the Building Department. Sincerely 7-C-7 Barry D. Barth 2040 Central Drive Mattituck,NY 11952 a zolg ��r off , ,. Issue Date: Set: 4/19/18 Permit/Pricing D ASC,, KRqAPPROVAL OF STORMWATER MANAGEMENT � � OCONTROL -Tow ode C pter 236 SDate: vve APProy: N f 024802 OF N DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Drawing Legend: Backfill, OR Provide Engineer's Certificationr=____ Wall To Be Removed that the drainage has been installed to Code, Wall To Remain New Wall New Foundation Wall EROSION&SEDIMENT CONTROLS ——————— Lines Above Shall include bort not be limited to: ------------ Lines Below I — ! A well maintained Construction Entrance, Guidelines Wire Backed Silt Fencing, stabilization & —"—"— - Fence Seeding of exposed and/or inactive soils. -Moi Taj -- 101 Window Tag i Section X, ♦` Sheet A-XXX ♦\ �� Detail Tag A 1 Elevation Tag k m N I � ♦ m�o x o x O x Interior Elevation Tag X N ?OO TEps � s ANp�Noi ♦` bo / Q M E R Y L K R A M E R a r c h i t e c t n 2 6 0 HORTONS LANE lie 1\ POST OFFICE BOX 1 600 Q OV SOUTHOLD, NY 1 1971 / N 6 3 1 - 4 7 7 - 8 7 3 6 Qm k a r c h 1 t e c t c o m / CD i Ww �z a.Lu Barth Residence EXISTING AC UNIT i A m� i 40, EXISTING WOOD STEPS •w --4 EXISTING CONC. STEPS y00 EXISTING WOOD DECK 3TS EXISTING +/ 6 A4,O oo + ASpyA�T O F / � ti o•z6M �g �� SOIL \ p 6 + Z8 STOCKPI LiE 6 /e� CR E A% ti ?°Al lu 10 19 SILT FENCE 06 TEST HOLE LOCATION / 8(9 ?6 EXISTING 1 STORY FRAME HOUSE ` 26 m� � + 0 90 & BASEMENT LEVEL GARAGE PROPOSED DRYWELL W/DRAIN INLET 'g6 �+ / PROPOSED 1 STORY ADDITION c9 / CAR PORT UNDER -- -- -- - -- - -(ADDITON OVER-EXISTING_DRIVEWAY) _ -- -- -_- 26 Ciro - ` ----- ----- -- - ---- - - 6, --- - - - EXISTING DRYWELL TO BE REMOVED Id, / PROPOSED WOOD DECK I OHO 1 Site Plan 115D Scale. 1/16" = V-0" r t Generated by REScheck-Web Software Compliance Certificate Project Barth Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2040 Centra(Drive Barry&Judy Barth Meryl Kramer Mattituck, NY 11952 2040 Central Drive 260 Hortons Lane Mattituck, NY 11952 PO Box 1600 Southold, NY 11971 ® o ® .® eom spa - �. ^ � 9.1��, fma _ Compliance: 17.6%Better Than Code Maximum UA. 91 Your UA- 75 Maximum SHGC. 0.40 Your SHGC- 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 404 32.4 2.0 0.030 12 North Wall: Wood Frame, 16"o c. 163 19.1 5.4 0.044 5 Door 1: Glass Door(over 50%glazing) 12 0.300 4 SHGC: 0.17 Window 1T:Wood Frame 2 0.300 1 SHGC: 0 16 Window B• Wood Frame 27 0.300 8 SHGC: 0.19 Window Bt:Wood Frame 6 0.300 2 SHGC: 0.18 Window C: Wood Frame 7 0.300 2 SHGC: 0.19 East Wall:Wood Frame, 16"D.C. 244 19.1 5.4 0.044 9 Window Bt: Wood Frame 6 0.300 2 SHGC: 0.18 Window B: Wood Frame 27 0.300 8 SHGC: 0.19 Window C: Wood Frame 7 0.300 2 SHGC: 0.19 South Wall:Wood Frame, 16" o.c 141 19.1 5.4 0.044 5 Window At:Wood Frame 6 0.300 2 SHGC: 0.18 Window A: Wood Frame 18 0.300 5 SHGC: 0.19 Project Title: Barth Report date: 04/17/18 Data filename: Page 1 of10 Gro'ss Area Assembly or. Cavity Cont. U-Fattor UA Floor: All-Wood Joist/Truss 334 32.0 8.9 0.024 8 Compliance 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 has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I Project Title: Barth Report date: 04/17/18 Data filename: Page 2 of10 I I 1 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified A Pre-inspection/Plan Review Value Value Complies?. Comments/Assumptions"- & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the !building envelope.Thermal IE]Not Observable !envelope represented on f _ ❑Not Applicable ;construction documents. ( - � � �' - � �, 103.1, !Construction drawings and ❑Complies ; 103.2, !documentation demonstrate ❑Does Not 403.7 1 energy code compliance for I ! [PR3]1 ;lighting and mechanical systems. ❑Not Observable !Systems serving multiple r❑Not Applicable :dwelling units must demonstrate ! ;compliance with the IECC ; !Commercial Provisions. I 302.1,- " ),Heating and cooling equipment is: Heating: Heating: ;❑Complies 403:7 - sized per ACCA Manual S based ! Btu/hr ! Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA ; Cooling: ! Cooling: :❑Not Observable Manual J or other methods ; ; " 'approved by the code official. : Btu/hr Btu/hr ;❑Not Applicable i ; Additional Comments/Assumptions: 1 High Impact(Tier 1) =2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 3 of10 Section j # Foundation Inspection Complies? Comments/Assumptions &,Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [F011]z protect exposed exterior insulation I❑Does Not ,,and extends a minimum of 6 in. below U }grade. E❑Not Observable ❑Not Applicable 403.9 Jsnow-and ice-melting system controls;❑Complles [FO12]2 I installed. ;❑Does Not J { ;❑Not Observable; 3 ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 4 of1�0 'Sect Verified. Field Verified # Fkaming/Rough=ln Inspection Value Value Complies? Comments/Assumptions & Req.Il . 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). ❑Does Not ;table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ; ;❑Not Applicable ; 303.1°3 ;U-factors of fenestration products,N I❑Complies ; [FR4]1 :are determined in accordance j❑Does Not with the NFRC test procedure or 1, ° :taken from the default table. ?` []Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier -.I❑Complies [FR23]1 :installed per manufacturer's f . JE]Does Not ;instructions. ❑Not Observable ; _ J❑Not Applicable , 402.4.3 Fenestration that is not site built ]❑Complies ; [FR20]1 :is listed and labeled as meeting I❑Does.Not AAMA/WDMA/CSA 101/L5.2/A440;. , ;or has infiltration rates per NFRC ;. ;❑Not Observable ; 400 that do not exceed code d :❑Not Applicable ; ;limits. _' } 1 402°4S',_ IC-rated recessed lighting fixtures; ILIDoes ❑Complies ; [FR16jz' ^-Isealed at housing/interior finish Not - . Mand labeled to indicate_<2.0 cfm I leakage at 75 Pa. ; j❑Not Observable ; I' Y ,❑Not Applicable ; 403.3.1 ;Supply and return ducts in atticss❑Complies [FR12]1 !insulated >= R-8 where duct is ( ❑Does Not >= 3 inches in diameter and >= Ido ' I R-6 where < 3 inches.Supply and I : ❑Not Observable ❑Not Applicable return ducts in other portions of 1, :the building insulated >= R-6 for s. !diameter>= 3 inches and R-4.2 + :for< 3 inches in diameter. ` } 403.3:54 ._'`Building cavities are not used as .„ i ,❑Complies ; [F,R15],, :ducts or plenums. ;❑Does Not 'A 3 f .- �' =j❑Not Observable ; s 1❑Not Applicable 403:4-•.. ``n'#HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17]? " above 105 °F or chilled fluids : I❑Does Not I (below 55 F are insulated to `- ° "i ; ;❑Not Observable ; 3 ;❑Not Applicable 403.4.1 :Protection of insulation on HVACf }, I❑Complies ; [FR24]1 piping. :•- ❑Does Not ❑Not Observable 1EINot Applicable 403:5:3 'Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]? , J� tR-3. I :❑Does Not I ;❑Not Observable ❑Not Applicable ',„;Automatic or gravity dampers are: 1❑Complies ; [FR19jz :'installed on all outdoor air ❑Does Not intakes and exhausts. ; ;[]Not Observable { { ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2', Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 5 of10 f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 6 of 10 Sectior Plans Verified Field-Verified Insulation Inspection, Value Value complies? Comments/Assumptions & RegJD 303.1' -)All installed insulation is labeled ;❑Complies [IN13]2- or the installed R-values x . - J❑Does Not j, i provided. ❑Not Observable ; " I❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ; ;table for values. ❑ Wood ❑ Wood ,❑Does Not 402.2.6 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation E] mass E] mass ❑Not Observable ; 01, !requirement applies(FR10). ❑ Steel ❑ Steel �❑Not Applicable ; , , 303.2 ;Wall insulation is installed per ,; ;❑Complies ; [IN4]1 ;manufacturer's instructions. i s ❑Does Not ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename:, Page 7 of 10 i I Section Plans Verified Field Verified rn lies? Comments/�Assunt tions,. # Final Inspection Provisions Value � Value Complies?. p &Req.l® j 402.1.1, ;Ceiling insulation R-value. ; R- R- ;:]Complies ;Seethe Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood !❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel �❑Not Observable 6 [Fill' ; :❑Not Applicable [Fill' : � e 303.1.1.1, ;Ceiling insulation installed per , ,❑Complies 303.2 ;manufacturer's instructions. ! j❑Does Not [FI2]1 ;Blown insulation marked every ; !❑Not Observable 300 ft2. R i❑Not Applicable 402.2.3 . «Vented attics with air permeable ❑Complies [FI22]z ;insulation include baffle adjacent I3❑Does Not Ito soffit and eave vents that 3❑Not Observable ' !extends over insulation. : 1❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ,❑Complies [FI3]1 :insulation >_R-value of the F❑Does Not adjacent assembly. ' ❑Not Observable ; : ! ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 Each in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 j❑Complies [FI4]1 :cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in : :❑Not Observable :tests,verification may need to ; ;❑Not Applicable :occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ,❑Complies [F[27]1 :determine air leakage with : ftz' : ftz ;❑Does Not ;either: Rough-in test:Total leakage measured with a : ❑Not Observable ; pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler : enclosure if installed at time of : test. Postconstruction test:Total ' leakage measured with a ; !pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air : ;handier enclosure. 403.3.2.1 ;Air handler leakage designated , l❑Complies ; [FI24]1 :by manufacturer at<=2%of j J❑Does Not ;design air flow. iy 1❑Not Observable I i❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 :installed for control of primary T Does Not ?heating and cooling systems and '❑Not Observable initially set by manufacturer to ! code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed QComplies [FI10]2 :on heat pumps. ;❑Does Not j ;❑Not Observable I ;❑Not Applicable 403.5.1 Circulating service hot water . ;❑Complies ; [FI11]2 isystems have automatic or E]Does Not accessible manual controls. E] Observable ; : ),❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 8 of10 Section - Plan's Verified Field Verified # Finallnspection Provisions Complies?' Comments/Assumptions, & Req.ID Value Value ,403'.6°.1' �'IJAII mechanical ventilation system' !.• ❑Complies [FI25]?-. ,,..;'fans not part of tested and listed ❑Does Not ' HVAC equipment meet efficacy }❑Not Observable land airflow limits. ` !q ;❑Not Applicable .4`03:2', ', ;Hot water boilers supplying heat ❑Complies ; [FI26]2 (through one-or two-pipe heating f I❑Does Not - "F systems have outdoor setback (control to lower boiler water , ❑Not Observable wa}temperature based on outdoor ;❑Not Applicable temperature. l.. j 403:5:1.1' Heated water circulation systems I _1❑Complies [FI28]2,: -A have a circulation pump.The I' =❑Does Not ;;system return pipe is a dedicated { return pipe or a cold water supply. ❑Not Observable ; pipe.Gravity and thermos- f r 1❑Not Applicable ; (syphon circulation systems are j 1 not present. Controls for ° f,lcirculating hot water system I i I pumps start the pump with signal ,for hot water demand within the I. I i occupancy. Controls 1 automatically turn off the pump j ,• ,,,,when water is in circulation loop I is at set-point temperature and } °,no demand for hot water exists. 403;5'c1.2, Electric heat trace systems i ;❑Complies '[F129]2 .icomply with IEEE 515.1 or UL ku j❑Does Not .:.3 1515.Controls automatically I ,�adjust the energy input to the ;_ []Not Observable heat tracing to maintain the S ❑Not Applicable ;desired water temperature in the piping. € 403.5:2 .. i Water distribution systems that ? , 4 E]Complies ; [FI30]?'' : ,j have recirculation pumps that 3❑Does Not „ ry^I pump water from a heated water I supply pipe back to the heated ; ❑Not Observable ; lwater source through a cold „ "I❑Not Applicable water supply pipe have a ,demand recirculation water ;=system. Pumps have controls -ithat manage operation of the , pump and limit the temperature ; 1 of the water entering the cold y. ,water piping to 1046F. l 403.5.4. ;Drain water heat recovery units , i , ';[]Complies ; [F131]z,= ,.A tested in accordance with CSA ° . ;❑Does Not ' B55 1. Potable water-side i pressure loss of drain water heat .1❑Not Observable rI, ❑Not Applicable - x 4 ;..,recovery units < 3 psi for y . " <_}individual units connected to one 4 I or two showers. Potable water- 'side pressure loss of drain water l " - iheat recovery units< 2 psi for l ' individual units connected to : ;three or more showers. 404.1 ;75%of lamps in permanent ,- 3❑Complies [FI6]1 {fixtures or 75%of permanent 111Does Not ;fixtures have high efficacy lamps.( ; I❑Not Observable Does not apply to low-voltage .i❑Not Applicable = Righting. pp 4041,1• K" Fuel gas lighting systems have f• ❑Complies [FI23]3- •,;no continuous pilot light. ;.. 1❑Does Not '` ' " ;a• ' ;❑Not Observable ❑Not Applicable 1 High-Impact(Tier 1) 2' Medium Impact(Tier 2) 1,3` 1 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumption & Req.ID 401.3 }Compliance certificate posted. ;OComplies [F[7]2 ; 4° j❑Does Not 1 i❑Not Observable I ;❑Not Applicable 303.3 ;Manufacturer manuals for ;❑Complies [F[18]3 mechanical and water heating j❑Does Not ,systems have been provided. ° ❑Not Observable ; )❑Not Applicable Additional Comments/Assumptions: j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Barth Report date: 04/17/18 Data filename: Page 10 oft 2015 IECC Energy Efficiency Certificate i' Insulation . Above-Grade Wall 24.49 Below-Grade Wall 0.00 Floor 40.90 Ceiling / Roof 34.40 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC I Window 0.30 0.19 Door 0.30 0.17 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments P Z UA SURVEY OF LOT 3 MAP OF CAPTAIN KID ESTATES Bid9peAtcopyfromZBA Final reviewed docyrz�eAts BLOCK No. > ZBA File# �0 5� FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT MATTITUCK °� TOWN OF SOUTHOLD ell, SUFFOLK COUNTY, NEW YORK C-1Q � S.C. TAX No. 1000- 106-01 -26 �P Iry SCALE 1 "=30' DECEMBER 26, 2001 JUNE 6, 2002 ADDED 100' SETBACK LINE JULY 8, 2002 ADDED PROPOSED ADDITIONS JULY 19, 2002 ADDED TEST HOLE & PROPOSED SEPTIC SYSTEM �� SEPTEMBER 23, 2004 UPDATED SURVEY & ADDED PROPOSED DECK �P` °' OCTOBER 29, 2004 ADDED PROPOSED DECK SETBACK APRIL 22, 2005 LOCATE WOOD DECKS MAY 15, 2017 ADD PROPOSED ADDITION *� AREA = 61 ,585 sq. ft. 92g i (TO TIE LINE) 1 .414. ac. i o� CER TIFIED TO: BARRY D. BARTH O FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK COUNTRYWIDE HOME LOANS, INC. 9 29 Oy LOT O3 �5 j hxs WOOD DECK OTOP OF BLUFF O 1y X 1 no O�GO 1 \ �p ti \ 1 \� 0 1 \ TEST HOLE DATA 1\ \ 000 c°10 \ �� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 26, 2002) r \ \ �O��s�o fooQGP�PO� 0 SM DARK BROWN LOAMY SAND A ^ O ? O— A P`Q 2 s' £ P 6 —iso ST o� \�Q c 33 �� 100' SETBACK FROM TOP OF BLUFF PALE BROWN FINE SAND SP �A% > �5� OyO��G :'::::e�j DRAIN .' 14' •.r. z ��S 1Q r��i?�V�v SSD c ��- N R�' pQ`{ 0PQQ`P EE pUNE �x ER PALE BROWN AND SM ,�,� '`JS�J� S ti 'SN BROWN SILTY SAND NO b' aT• C� `Z` O �G�y 9ay <•s Q . R ? •B 0�� , .,nom . Y",:,OLE �o 23' aER Ca I'D PALE BROWN FINE SAND SP of � ' m 29' 1 PREPARED IN ACCORDANCE WITH THE MINIMUM �1 STANDARDS FOR TITLE SURVEx$S AS ESTABLISHED 1 BY THE L.I.A.L.S. ANQoAr '�OVE�XtN%,, DOPTED (C FOR SUCH USE E, ICIV'�OR�.�S ATZLAND 1 y TITLE ASSOCIAT v �►�Y , % 1 0 ,sem �° UTLITY POLE . �CP 16A uL .p• 4!,9T� f ! X87 d9, W 17 �v y S. Lic. No. 50467 \'1 •��y��s®�F� S 77.26'00 FOUNO UNAUTHORIZED ALTERATION OR ADDITION J 1\'Ty � GONG• MON• Nathan Taft Corwin III THIS SURVEY IS VIOLATION OF SE CP e Q SECTION 7209 OF THE E NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING s gOX e� ' . •.. .' .b.; THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ']°2 V SIGN .. : • ,', °•''.� a. CERTIFICATIONS INDICATED HEREON SHALL RUN FOUNO CO \� I T. •'• ••' "�°'' '`' a ',�' p�. Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY MON 0 SIGN PpVEMtN.. �T 7 ' Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE EDGE OF Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND ' + ° i LENDING INSTITUTION LISTED HEREON, AND PHONE 631 727-2090 Fax 631 727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— ° e • �� T ( TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Ej OFFICES LOCATED AT MAILING ADDRESS ..�.. : ` Y` ' `� 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHTS OF WAY a Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 2 -606F 4 G Qe P Z 1De Z SURVEY OF LOT 3 MAP OF CAPTAIN KID ESTATES BLOCK No. FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 106-01 -26 ry SCALE 1 "=30' DECEMBER 26, 2001 JUNE 6, 2002 ADDED 100' SETBACK LINE JULY 8, 2002 ADDED PROPOSED ADDITIONS JULY 19, 2002 ADDED TEST HOLE & PROPOSED SEPTIC SYSTEM SEPTEMBER 23, 2004 UPDATED SURVEY & ADDED PROPOSED DECK 0' OCTOBER 29, 2004 ADDED PROPOSED DECK SETBACK APRIL 22, 2005 LOCATE WOOD DECKS MAY 15, 2017 ADD PROPOSED ADDITION 9ti5 �y AREA = 61 ,585 sq. ff. (TO TIE LINE) 1 ,414. CIC. / I , a CERTIFIED TO: BARRY D. BARTH pyo O FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK COUNTRYWIDE HOME LOANS, INC. cS LOT O3 �5 6 WOOD DECK TOP OF BLUFF 1 \ n02G n o 1 neo Z 1 \p_ \ Iz Cr TEST HOLE DATA ;n s ° (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 26, 2002) o �ccN`p c GR 10.4' S OP\��ON 0. ? DARK BROWN LOAMY SAND SM �QFG�p ��is �6 i �3A v�� 100' SETBACK FROM TOP OF BLUFF S �. 1" 0 5 \ o PALE BROWN FINE SAND SP /s ��Q OO�O\�G ._..�j3 _DRAIN .° 60 O. PALE BROWN AND SM �^� k1 S� ti O NOY� BROWN SILTY SAND O �� O \G�g s8. ryoA o��o -�TH E 23' NEFt GONG53o i^ Gp�D�\ODaR 21j/ opF,�cQp ,S�Op N•,^np�. PALE BROWN FINE SAND SPe.ri � of 1 •".: N 1 e 11 .' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 BY THE L.I.A.L.S. ANO.,AP$RO D AND ADOPTED FOR SUCH [J�'W STATE LAND TITLE ASSO iON:• � 9 / [lUTIl1TY POLE UL 1fiA ,a ! do .75.rrXp $0467 \II �� t9,S 77*26•p0„ W t~n N.Y.S. Lic. No. 50467 '" a UNAUTHORIZED ALTERATION OR ADDITION 6j �" p , CON MON• C. Nathan Taft Corwin III EDUCATON2LAW. FTO THIS SURVEY STHEVNEWTIYORKO STATE I\y� \ZD 0 Land Surveyor 11 w gDX� �tl COPIES OF THIS SURVEY MAP NOT BEARING MAIL ,b THE LAND SURVEYOR'S INKED SEAL OR a, '.•' EMBOSSED SEAL SHALL NOT BE CONSIDERED �e�6 OO SIGN a e TO BE A VALID TRUE COPY. C. , CERTIFICATIONS INDICATED HEREON SHALL RUN FOUND p3`•' J \• Successor To: StanJoseph A. InJ. aesno L.S.L S ONLY TO THE PERSON FOR WHOM THE SURVEY MON• �51GN EOGE OF P 9 9 IS PREPARED, AND ON HIS BEHALF TO THE a s — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys Y Y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSa 11 PHONE (631727-2090 Fax (631727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. CE OFFICES LOCATED AT MAILING ADDRESS ` 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHTS OF WAY a Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. ARCH ITECT REVISIONS D E S C R I P T I ON ----------- ------ ----------- --------- - - ---------- ----------- ---- --- I HE0 0 iLl IL------11 .............. E F R 0 N T E L E V A T 1 0 N SCALE: 1/4" = 1'-0" � � W Lu z 10 ,7'-0" Q o _ C� Q LLJ o W nz Q � a zY (�} W U I EXISTING U � L I V I N G - R 0 0 M ,5'-s" o O 0rr III N EXISTING III LELL BEDROOM LO � N I 0 (V CD EXISTING KITCHEN EXISTING 12'-0" BATH Charles M . Thomas a r c h i t e c t 00 00 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 83" PROJECT _ O I cq P FI RST FLOOR PLAN PLAN 17'-0" ELEVATION � SCALE: 1/4" = 1'-0" DATE: 4/18/17 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. F. SOLIS CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 OF 2 20 PSF 130 NO NO YES B SEVERE 36" MODERATE TO HEAVY 11 YES FROM 1998 599 FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issue Date: Set 3 2/7/18 SCHEMATIC DESIGN A201 3/16/18 For Engineer 3/29/18 DD Meeting 4/19/18 Permit/Pricing 6/5/18 Revision#1 3 8/2/18 Revision#2 + A-300 A201 A-300 A-300 4'-O" 13'-0" A-300 PROPOSED DECK 8'-6" NEW 2X12 ACQ STRINGERS @ 16"O.C. NEW WOOD STEPS LINE OF UP CODE COMPLIANT PROPOSED WOOD STEPS ABOVE NEW WO D STEPS HANDRAIL&GUARDRAIL c� AS PER 2015 IRC SEC.R311.7.8& R312 + NEW 6x6 ACQ POST iv STYLE TO MATCH EXISTING w/ABU66 POST BASE D T PSV k;t4; SET ON 12"SONOTUBE 1 I _ w/(3)#4 VERTICAL DOWELS, ON BIGFOOT BF28 FOOTING 1 T—� �\———. 1 \ 36"MIN. BELOW GRADE,TYP. 'i,%j % II7. ( / (2)2x10 ACQ T 1 /�' t - , DROP GIRDER EXISTINGCONC. 6 0 w ; ,/ / , EXIST.STRUCTURE �.` �, STAIR U rn O r -- _�� s —`II t?F o o a Q '- //' % / � ;' ; / �/' " p PROPOSED DECK c o N N W a 5/4x4 IPE DECKING O o aI o lQLLJ o / /// //'` / //' 3 0o a a ' // ;" /%.'// �' %'/' , %�//w III 1-t B-t B-t B-t a ,O ,,i. / / // / / UP NEW P.T. LEDGER // /i ` / III /o W _. /;/ i EXISTING RETAINING WALL /. ; W _ w / / // SECURED w/0.22x5 SIMPSON SDWS SCREWS 11 ING i / I„ // //// / /, / ;' Drawing Legend: Ir / / TENSION TIE--- / @ 16 O.C.STAGGERED TOP&BOTTOM i — - =' %�'. i / %, / % / / r - - - - - e oed �o p ' i --- ----SEE 3 A301 -- EDGE OF FRAMING 7.J; /j :� / %" 7 / Wall To Be R m v l SEE 4/AW Sih1 --- ------ ( �—}----- N % , Q / EXIST.'�JI. BEDROOPJ� - = " /" // / ' ; '/ /�/ // / 0. %i / ,/ / , ---- Wall To Remain o O // / ./" HHUS7.25/10 NEW FLUSH GIRDER j r" '/ j jCATHEDRAL'CElLlNG/i �z Q , //;/ // I / // // / ' "/J !/o / / , / ' / ,�/' + 2 2x10 HEADER New Wall %t-= '�' //, / I HANGER (4)9 1/2"LVL w/ 1/2"x9"STL. FLITCH PLATE !i' j/j i j/!/ / _ ' % / '/'S 5.5'x14.0'/ '"-'/ ii / / �3,� O , cry / /=�/ ! SEE DTL.3 A100 2 / / / / m New Foundation Wall XiST: GA.RAGC / ( / ) � / / /' / ;% cn �/ j /; //// / // /� � m PROPOSED STUDIO w z /;/ , ," w ¢ � ------- Lines Above W / !i"/ % //', —/ ' / / Uj / ! j/ i ," / ' / ¢ 16.5'X22' _--_-------- { / / j/ i i cj N Lines Below w ICF) % '/ /j;�" I �{ ! ///'¢ j i i / / // i / ��- o CATHEDRAL CEILING o N ------— — // cr o o �i I ` /� /// /, / //; // // X LU == co O m m Guidelines / / o / /j / ASSUMED LOCATION OFPOST, I / 'i /" / N � = Fence U_ N I 2 IELD VERIFY / j; / o @ �^ 2x 2 FLUSH GIRDEP, vi - i';� 'i / / /, /; '/ N m 101 Door Ta z o DOWNSPOUT z ' ii` LU z w ap m /;//fi��/ FiU212 3 II� HHUS7.25/10 HANGER - /, EXIS`f NG`_RIDG_E N z 2 /�-=ASSUMtD"POST/HANGER Z N j // j//"// / ,- ! - _ _--- --- N o LUS210-2 z 101 Window Tag FIELD VERIFY / / + DOWNSPOUT /, ' ' ' ! / i' i ,/%" / 1, O NEW FLUSH GIRDER Rr u /! / / / /,'/ / �, O ,/— �_ a / /, / /� ;/ %./ / /� / / %�/ N w HANGER NEW 2 2x10 3A A200 > // , , / / /i / Z (4)9 1/2 LVL w/1/2 x9 STL. FLITCH PLATE m I _ LINE OF EXISTING DRYWELL z / / /" / /� I bo _ / /' / / _ a NEW 2 117 8"LVL RIDGE ?� O SheeSectlt A XXX -----�EE DTL_3-0---- cn °�° TO BE REMOVED On" r/ % j /'// / , , / , / _ ?+ �n a -- — /' 0 cn // / O _ �� (3)2x4 cn w 7/ /POST w rn // /// i ' 'i/ / ;// i / jj /i "/ ,i / i/ /POST FROM� I o �J? cw o x / O // I / / NZY) 17- // ! ! // i , i' / o i JI , ///// , / II - r /! /,' // / / / / / j" RIDGE ABOVE- cv O a Detail Tag /i// j SROM ABOVE POST FROM C' " ' RY/j i, ,/ / / i�EL� .,ATED %/i z.I �� O v U_ /," �. _ RIDGE ABOVE c7. '%% f/ // ! cn a Lwi/ ! �;// //'//�/ /I 2 / // / / / i // // // / �� i w x -- to / / /" >Y / ; / i / p > w / /w / / , , , i�+ 1 Elevation Tag /, N w/" / /" LU 1 N 6 8 ACQ POST(TYP.) �/ // % i/�¢ / /i` /i' z�// LL !'�;c� �' j" % ,' � o O SEE(1/A302)FOR DTL. /'// / , / /�' / ;// !/ /// / / �,' i / o o A-400 2 x I 301 / /� // ' ,� / // / -, a- i o / cn"� N PROVIDE(2) LPC6Z CAP / ' U/ w/ADDITIONAL CS18 STRAP TIE z x Axxx x Interior Elevation Tag 'i -- ri FROM EACH BEAM TO POST / / / //, _ a / ! I z / / /,/ /,� E IST. BEbR00PJ! N x EX I /T gA N z NEW FLUSH GIRDER / %'10.0'x8.5' ° / �'►= inA, n n (4)9 1/2 LVL w/1/2 x9 STL. FLITCH PLATE � �,E (2)2x10 HEADER 7 -- (SEE DTL.3 A100 �. SUMP Por P '/ / /" / / LINE OF PROPOSED ADDITION ABOVE EDGE OF FRAMING% /" // /2\ �ELO ATED I ._. /—_ O S_—. --- POCKET BEAM INTO EXISTING WALL o ? ® _= -- — — _=II O 2 I� PROVIDE TENSION TIE(SEE 4/A301) o a A30 EXIST.STRUCTURE wU_ M E R Y L K R A M E R EXISTING STRUCTURE 16'-6 1/2" 5 112" a r c h i t e c t EQ. EQ. 01 2 6 0 H O R T O N S LANE POST OFFICE BOX 1600 EXISTING DRIVEWAY S O U T H O L D, N Y 1 1 9 7 1 REPAIR ASPHALT AS REQ. EXISTING STRUCTURE 17'-0" 6 3 1 - 4 7 7 - 8 7 3 6 1 PROPOSED ADDITION m k a r c h i t e c t , c o m 1 1 A200 A200 Barth Residence 2040 Central Drive AA-- Mattituck NY 11952 Foundation Plan (pro posed) First Floor Plan ro osed "v 1 Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" S.C.T.M. 1000-106-01-26 1/2"DIA.THROUGH BOLTS w/WASHERS, IN 9/16"DIA. HOLES COUNTERSINK 3/4"MAX,(TYP.) ELEVATION VIEW OF STEEL PLATE Floor Plans 0 0 o 0 o O 0 o 0 0 0 SCALE:As Noted D j 3 Flitch Beam Boltin Pattern OCT 2 4 2018 N/A EUMDWO DEM A— 1 0 0 TOWN OF SOUTHOLD © 2018 Meryl Kramer Architect q a 65S All Rights Reserved 3 Issue Date: Set: A201 2/7/18 SCHEMATIC DESIGN 3/16/18 For Engineer 3/29/18 DD Meeting 4/19/18 Permit/Pricing 6/5/18 Revision#1 8/2/18 Revision#2 1 1 Al Al PROPOSED ADDITION PROPOSED DORMER DORMER GUTTERS KRq o GUTTER o a C14- Lu w 1 Cfl Drawing Legend: N Wall To Be Removed I - N Wall To Remain 3 Roof Plan (proposed) 2 O New Wall Scale: 1/4" = 1'-0" New Foundation Wall A200 —____—_ Lines Above - - D a ------------ Lines Below W — — — --- Guidelines 0 — — — — d - Fence a 101 Door Tag 101 Window Tag --t Section X, Sheet A-XXX Detail Tag Elevation Tag x x Ox Interior Elevation Tag UTTER x A NEW ARCHITECTURAL GRADE ASPHALT SHINGLES TO MATCH EXISTING(TYP.) __..i M E R Y L K R A M E R a r c h i t e c t 1 A200 2 6 0 H O RTO N S LA N E POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 EXISTING STRUCTURE PROPOSED ADDITION 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Barth Residence 2040 Central Drive Mattituck NY 11952 S.C.T.M. 1000-106-01-26 WINDOW S WINDOW NOTES: NO . QUANTITY R MANUFACTURE EL M0E 'PE TY SH FINI ) R( WIDTH ) WEIGHT GLAS; REMARKS -NEIGHBORING UNITS TO BE DIRECT MULLED 1-t 1 MARVIN CUOFDT 3016 Transom White 3121/2" 1'5 5/8" Top & bottom sash rails to align w/ neighboring transoms Ai A 3 MARVIN CUCA 3256 Casement White 219" 4175/8o Direct mull units / Custom DLO MARVI COCA-3156— Casement 11�hite 2'9"� _47-6/80— Direct mull units B-t 6 MARVIN CUAWN 3218 (FIXED) Awning White 219" 1'5 5/8" Roof Plan A (I-.-.-.-.-.-.-.- EXTERIOR & INTERIOR DOOR SCHEDULE SCALE:As Noted ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE RO Width RO Hei ht Width Height Thickness HARDWARE REMARKS A 1 1 MARVIN CUOF08 30 S I Sim '2 2" 0 2�' '2 2". 0 27 4� 3 DirM m with transorunit - 1 01 Al 101 1 le TruSS FL150t Sim '7 2� 6'1 2'E 61 41 3 GM pqt ad divide light © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: EXISTING STRUCTURE ol PROPOSED ADDITION PROPOSED ADDITION EXISTING STRUCTURE 3/ SCHEMATIC DESIGN 3/116/16/1 8 For Engineer 3/29/18 DD Meeting 4/19/18 Permit/Pricing 6/5/18 Revision#1 8/2/18 Revision#2 ARCHITECTURAL GRADE ASPHALT SHINGLES(TYP.) COMPOSITE FASCIA/RAKE A�� TO MATCH EXISTING(TYP.) �(r.0 WALL SCONCE COPPER GUTTERS& LEADERS BY OWNER TO MATCH EXISTING(TYP.) ' B-t B-tD UB=-Ut COMPOSITE CASING C TO MATCH EXISTING(TYP.) O E \ 1 O CEDAR SHINGLESIL TO MATCH EXISITNG(TYP.) -- - Drawln Legend: nd: 2 g g - - - - - Wall Be i — o e Removed r all To emam --- W R .. ...,.. . • ew all N New Foundation Wall € ——————— Lines Above '17 f I ------------ Lines Below ` I PROPOSED WOOD STEPS — — — — — Guidelines — — — —- Fence . PROPOSED WOOD DECK 101 Door Tag 6� 101 Window Tag l —' Section X, Sheet A-XXX x Detail Tag 1 Front Elevation (South East) 3 �Rcer Ele�ation (North West Scale: 1/4" = 1'-0' le: 1/4 -0" Elevation Tag x x O x Interior Elevation Tag x M E R Y L K R A M E R a r c h it e c t 2 6 0 H O R T O NS LANE POST OFFICE BOX 1 600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m /-4.7 I, 'GUTTERS I �6 1 COMPOSITE FASCWRAKE 12 TO MATCH EXISTING(TYP.) DOWNSPOUT g B-t B-t B-t Barth Residence CEDAR SHINGLES U. c CODE COMPLIANT TO MATCH EXISITNG (TYP.) I O W '', \ / \ / // AS PHANER 21015GIRC RDRAIL 0 Z — SEC.R311.7.8&R312 c� z © \B © 2040 Central Drive =1 — STYLE TO MATCH EXISTING Mattituck NY 11952 ACQ POST S.C.T.M. 1000-106-01-26 WRAPPED IN CEDAR TYP. Elevations 2• 2 POURED CONC.PIER 2 w/CEDAR SHINGLE VENEER TO MATCH EXISTING(TYP.) f` U PROPOSED ADDITION PROPOSED WOOD DECK -R.F,�.�...._ ...-.� ,.�.._,-..�...r_,. ,-..__..�.......-.._,..._v_... SCALE:As Noted g • A-200 2 Ri ht Elevation (North East) Scale: 1/4" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved 12 Issue Date: Set 1'-6" 3/29/18 DD 12 +/-4.7 4/19/18 Permit/Pricing Meeting SEE(2/A200) 6 Revision#2 HURRICANE TIE EACH RAFTER(TYP.) +/-2'-0" TO MATCH EXISTING 9-� 0- TYPICAL ROOF CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES TO MATCH EXISTING -5/8"ZIP SYSTEM ROOF SHEATHING -ROOF RAFTERS w/9"OPEN CELL SPRAY FOAM INSULATION HALF ROUND GUTTER TO MATCH EXISTING(TYP.) -5/8"GYPSUM WALL BOARD COMPOSITE FASCIA BOARD TO MATCH EXISTING(TYP.) j SERF©A COMPOSITE SOFFIT TO MATCH EXISTING TO ALIGN w/T.O.CASING(TYP.) K �, �" � t SIMPSON H2A WINDOW CASING/FRIEZE BOARD T HURRICANE TIE EACH RAFTER TO MATCH EXISTING(TYP.) OF WINDOW FRIEZE BOARD NEW HEADER SEE PLAN FOR SIZE IN E-14 TO MATCH EXISTING(TYP.) w g a C5 Drawing Legend: J z O 4 r_7_7_7___, Wall To Be Removed M O �> O pWall To Remain O m New Wall TYPICAL EXTERIOR WALL CONSTRUCTION: o c=n New Foundation Wall -CEDAR SHINGLES TO MATCH EXISTING co O o — _---- Lines Above 1"ZIP SYSTEM INSULATED SHEATHING 0 ~ ------------ Lines Below 2x6 STUD @ 16"O.C. w/BATT INSULATION -------•— Guidelines -5/8"GYPSUM WALL BOARD --•-------- Fence O TYPICAL EXTERIOR WALL CONSTRUCTION: 101 -CEDAR SHINGLES TO MATCH EXISTING Door Tag PROVIDE SOLID 2x4 BLOCKING -1"ZIP SYSTEM INSULATED SHEATHING BETWEEN STUDS AT ALL PANEL EDGES -2x6 STUD @ 16"O.C. 101 SEE DETAIL(10/A-002) w/BATT INSULATION Window Tag -5/8"GYPSUM WALL BOARD TYPICAL FLOOR CONSTRUCTION: -3/4"WOOD FLOOR Section Sheet A XX XX -3/4"APA RATED PLYWOOD SUBFLOOR t—� -FLOOR JOISTS(SEE PLAN FOR SIZE) ( Detail Tag w/BATT INSULATION 1— -1 1/2"ZIP SYSTEM INSULATED SHEATHING TYPICAL FLOOR CONSTRUCTION: LUS28 JOIST HANGER -COMPOSITE V-GROOVE SHEETS -3/4"WOOD FLOOR AT EACH DECK JOIST(TYP.) Elevation Tag TO MATCH EXISTING SOFFIT -3/4"APA RATED PLYWOOD SUBFLOOR -FLOOR JOISTS(SEE PLAN FOR SIZE) SIMPSON DTT2Z x w/ BATT INSULATION w 1 2"0 GALV.THREADED ROD -1 P Y HE / / D SHEATHING -COMPOSITE V-GROOVE SHE TS w/NUTS AND WASHERS x O x Interior Elevation Tag NEW FLUSH BEAM TO MATCH EXISTING SOFFIT SEE(A-100) FOR LOCATIONS x SEE PLAN FOR SIZE ~ 2 — - - O O O - — O u O o , I -°� NEW DECK JOISTS it J f. IIS', LL u LL W/ / 5 4x4 P D I IPE DECKING Vil ) II NEW P.T. LEDGER M E R Y L K R A M E R SECURED w/0.22x5 SIMPSON MIU HANGER SIMPSON SDWS SCREWS AT 16"O.C.AT EACH TJI JOIST FLASHING AS REQ. (TYP.) I I FLUSH GIRDER NEW FLUSH GIRDER 2 6 0 HORTONS LANE SEE PLAN FOR SIZE POST OFFICE BOX 1600 6x1OACQPOST 2 SOUTHOLD, NY 1 1971 RIP TO MIN SIZER 6 3 1 4 7 7 - 8 7 3 6 WRAPPED IN 3/4"PTD.WD(TO MATCH EXISTING) I SET ON ABU66 PO 2 Wall Section Detail Eave Wall' 3 Wall �1� = on Detail @ Dormer Wall m k a r c h i t e c t c o m ON 8"WIDE P.C. FOUNDATION WALL Scale: 1" = 1'-0" Scale1'-0" I I I WOOD CAP WRAPPED IN COPPER TO MATCH EXISTING 2 2 I I PIER VENEER:(TO MATCH EXISTING) Barth Residence -CEDAR SHINGLES TO MATCH EXISTING -15#BUILDING FELT EXISTING INTERIOR PROPOSED INTERIOR -2x VERTICAL FURRING w/INSECT SCREEN @BOTTOM EXISTING STUD WALL 2040 Central Drive z -1/2"PLYWOOD SHEATHING ° -2x VERTICAL FURRING NEW FLUSH GIRDER Mattituck NY 11952 o POCKET INTO EXISTING WALL p O c~i da 6"WIDE OURED ONCR TE (DO NOT NOTCH BEAM) S.C.T.M. 1000-106-01-26 w FOUNDATION WALL SEE PLAN FOR SIZE e-1 A a i z o o a• #5 @ 24"O.C.VERTICAL U zLU � a #5 @ 24"O.C. HORIZONTAL o �o c p > p cn cr --c e !— 00 EXISTING ASPHALT DRIVEWAY a REPAIR AS REQ. Wall Sections a ° SIMPSON DTT2Z 4"SOLID GROUTED CMU EXISTING BASEMENT EXTERIOR / ROD STONE VENEER SUPPORT LEDGE ° a w/ 12"0 GALV.THREADED w/NUTS AND WASHERS a O 2 2x10 BLOCKING BETWEEN EXIST. LAST F.J.AND RIM JOIST a a FASTEN EXIST. B L O.C. S SU FLOOR TO THE TOP OF THE NEW BLOCKING #5 DOWELS @ 24 i z w ATF1 M TOTAL 0 6 8d COMMON NAILS / \ �co 10"H H X 20"W P.C. FTG.WITH EXISTING G FOUNDATION WALL SCALE:A Noted d24KEY@CENTERLINE I \ \ - :a 2 #5 REBAR HORIZ.(CONT. / \ \ \ \ \ leo�De ail @FLUSH GIRDER CONNECTION COMPACTED FILL S0° / d 4.. -301 \\\��\�\�� \ . UNDISTURBED SOIL W'' 'x'��\��\ Wall Section Detail Foundation Pier/Post Scale: 1" = 1'-0,1 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: C 0 C 0 0 BY: 4/19/18 Permit/Pricing 0 'Was 61,9 T F:Y BU;I.D!,!G AT 4 R FOP THE,—,r,(-r, I-NISF IEC I'1101NIS: FOUNDATION - TI%'o REQUIRED ? !!7"rf--- 1L.It FOR POURED CONCRETE 17 4. ROUGH - FRAMING & PLUMBING C, it INSULATION 0(v 4. FINAL - CONc'11RUCTiON MoUST BE COMPLETE Foill C_o. V / All exterior lighting Ac� ALL CONSTRUCTIO!N? SHALL MEET THE + oj(; EXISTING STONE WALKWAY REQUIREMENTS OF THE CODES OF I installed, replaced or CD YO, Rtt STATE. NOT RESPONSIBLE FOR repaired shall conform �� / /61 EXISTING COVERED PORCH DESIGN OR CONSTRUCTION�ERRORS. to Chapter 172 ti of the Town Code 4 Ok EXISTING AC UNIT COMPLY WITH ALL CODES OF ' N;-:W YORK STATE & TOWN CODES RETAIN' STORAM WATEP RUNOFF 4i_ V REQUIR D AND CONDITIONS OF FURS1IMJ TO CHP\PTER 236 R b OF TEiE TO'4'� N CODE, �°;t��a�i�3q A95 foSOUTHOLD TOW,'l ZBA 0)+ 4�'_�11111`ROARD 44j, 0 + (J) 1 'P61 SOUTHOLD TOY,N� TRUSTEES NO CmIq REQUIRED C) f%rM?CAL TNISPE ITMU�I;v :77/ �� 1* V, + CID EXISTING WOOD STEPS CCP �� / + A61) EXISTING CONIC. STEPS ,Allb00 + O EXISTING WOOD DECK FOR CHAIN Drawing Legend: METAL POSTSEX/ST A-6) Wall To Be Removed + + + /,Cb\V -7= Wall To Remain WATER METER AL-rD VII New Wall Cb New Foundation Wall ftift. —------ Lines Above 0 0. 6* 03 CY ------------ Lines Below 10 P-p Guidelines 60 /Is OIL 01 zo CO3vrc�, Fence dTOCKPILtQA�� ti 6 Cb �`O(vv0 2TDoor Tag r sol JV Acbl�` (IN0 CR E C� ,A\ H T 10 IO ( CO Oros 10, / / ` z ios D 1 10' + Window Tag Section X, 9 Sheet A-XXX SILT FENCE 4vj /^ I � TEST HOLE LOCATION 6()q Detail Tag ry EXISTING I STORY FRAME HOUSE co k ` `� `� 1 Elevation Tag & BASEMENT LEVEL GARAGE + .0 190 A61) X Q) PROPOSED DRYWELL ++ co X X Interior Elevation Tag W/DRAIN INLET + CII 41(� X 89 PROPOSED I STORY ADDMON CAR PORT UNDER (ADDITON OVER EXISTING DRIVEWAY) 2,6 N �00 00 STEP EXISTING DRYWELL ;61�)0011 TO BE REMOVED CP PROPOSED WOOD DECK CO C MERYL KRAM ER o Q 4 Site Ian * ON a r c h it e c --qit PO J/ Scale: 16- V-0- A10 260 HORTONS LANE 24" DIA. CAST IRON INLET GRATE& FRAME POST OFFICE BOX 1600 SLOPE SLOPE ( / 0 SO UTH OLD, NY 1 1 9 7 1 GRADE CV 6 3 1 - 4 7 7 - 8 7 3 6 Uj m k a r c h i t e c t c o m PRECAST TRAFFIC BEARING < CONCRETE DOME OR SLAB TOP I / 3 Z (D 0 OP OF DRYWELL z TRAFFIC BEARING 1111=111-1111 = 11111 1111=111 0 INLET PIPE I IIIISEE PLAN FOR ELEVATION _j =1111=1111wzz:z III z< LULU Mi E� En [Ij K] 2 of 0<tZ. TRAFFICCL Uj D-1 M PRECAST CONCRETE STORM DRAIN RING < Barth Residence OVERFLOW PIPE INEEIIII� I= 18, M_ 1�] x _111V� =111 GEIGHT& DIAMETER AS INDICATED ON PLAN MAx. IF REQ. IIP=I =1111== C to C. 2040 Central Drive D D-7, M_ D 4 K:A E I n L:f E GRADEI III LL / `� 11=IIII=1111= _- 0 Mattituck NY 11952 BACKFILL 3-0" MIN.AROUND DRYWELL 2 uj i CY? w/ 11/4" 11/2" MEDIUM COARSE SANDIEL x u. S.C.T.M. 1000-106-01-26 0 ru PERSPECTIVE VIEW IIII=IIII=1111 -- -77 11=1111=1111- 1111=IIII=III 36" MINIMUM 2 x 2 1 I T1111M1T106ST= FENCE POST 11TI, 111I6i61 ilIIII 11 IIIIEIIII III =1111=II 1=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1111= Site Plan WOVEN WIRE FENCE NII I x 6 - 10/10 WWF) DRAINAGE CALCULATIONS GROUND WATER LINE FILTER CLOTH CD top 04 DRAINAGE AREA CONSIDERED I DRAINAGE REQUIRED DRAINAGE PROVIDED (MIN. NON-RATEABLE SOIL ) �5 �11A EXISITNG ROOF �4 8 scift) EMBED FILTER CLOTH PROPOSED ADDITION OVER DRIVEWAY 50 11= 1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=IIII=IIII=1111=1111=1111=1111=1111=111 MIN. 6" INTO GROUND EXISTING DRIVEWAY not under addition) (1, 4 2,496 SF x I Rainfall) .167 416 CF SCALE:As Noted 11= IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=III 4'_ 416 CF/8'DIA. DRYWELL (42.3 cf/ft) DW-11 TOTAL 9.8' DEPTH REQ. 1(1) 8' Dia. X 10' Deep 423 CF CLEAN MEDIUM NOTE: COARSE FILL till tIll 111 F11 SAND&GRAVEL-RATEABLE SOIL MAXIMUM DRAINAGE AREA NOTES: CLEAN MEDIUM COARSE BACKFILL 1/2 ACRE 100 LINEAR FEET 1) 100% COEFFICIENT OF RUNOFF CALCULATED 12) 2" RAINFALL CONSIDERED D OO 1 Conc. n�cD�� e I 1� Fence PPR 1 9 2013 Precast _0 yScale. 3X16 Scale. 3/16" 1 2018 Meryl Kramer Architect T. All Rights Reserved TONVN OF SOUTHOLD Issue Date: Set: 4/19/18 Permit/Pricing GIRDER AS SPECIFIED GENERAL NOTES; FOUNDATION NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BLOCKING PER 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO MANUFACTURES SPEC. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHRING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDSTHE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. JOIST AS SPECIFIED WIND SPEED(MPH) REQUIPED ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. METAL HANGER PER 20 130 B SEERE 36"(TOP) M to H S to M 11 YES 1984/1998 CONSERVATION CODE,AND LOCAL AUTHORITIES. MANUFACTURES SPEC. 2-ALL REBAR ASTM A-615 GRADE 60. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. Typical Joist Hander CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" Not To Scale FOUNDATION HAS BEEN DESIGNED FOR A SOIL BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH BEARING CAPACITY OF TWO(2)TSF AND GRADES WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT RAFTER THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. CONCRETE SLABS TO BE COMPACTED TO 95% (1)SIMPSON H2A STRAP PER RELATIVE DENSITY. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS ��CD RAFTER w/(12)8d COMMON NAILS 1 _ RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. �f' ` ✓.- R WALL PLATES �`. �• 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING � � � �•j� STUD WALL I I CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. ". AND DECKS ETC.. (1)CS18 METAL STRAP PER STUD w/ 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. t r1 (1)CS18 METAL STRAP PER ; (9)8D COMMON 4. DO NOT SCALE DRAWINGS. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. Rafter/Plate/Stud Connection STUD w/(9)8D COMMON NAILS PER END 2 Not To Scale NAILS PER 12"END LENGTH i 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE THIS CONSTRUCTION PROJECT. FEDERAL, STATE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ANCHOR BOLTS SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 CN WALL STUD w/0.229"x3"x3" CONTRACTOR. REBAR DOWELS. BEARING PLATES, (TYP.) 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: FACILITATE CONSTRUCTION AND SHALL NOT BE Z CONSTRUED ASA CONTRACT BETWEEN BUILDER AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. Drawing Legend: aQ CONC.WALL OWNER. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. r--- - _, Wall To Be Removed - - N FLOOR JOIST 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. Wall To Remain f- ACCORDANCE WITH THE NEW YORK STATE ENERGY C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE New Wall CONSERVATION CODE. AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS New Foundation Wall NECESSARY. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS ------- Lines Above ANCHOR BOLT D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY ____________ Lines Below WALL STUD 4'O.C.(TYPICAL) - Guidelines N 12"FROM CORNERS 8 First Floor & Sill Anchors FRAM( G BETWEEN SECTIONS.ALLOW 7 DAYS CURING. ii •:' - - - - (1)CS18 METAL I w/ RING LATE Not To Scale F BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. STRAP PER STUD e�_ BEARING PLATES, 3"No.8 SCREWS 12"O.C. ) - - - -- Fence w/(9)8D COMMON (TYP.) G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE 101 Door Tag NAILS PER EIND MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. WASHER(TYP.) 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR 101 Window Tag 3 Stud Straps @ Second Floor Box �-1/2"PLYWOOD THREE FEET FROM NEW WALL. Not To Scale 14-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Section X, 7]GLASS LIGHT WOOD-FRAME WALL 7 Header & Post Tie DownsJ Sheet A XXX Not To Scale 21/2" MIN. Nall SizesPLYWOOD OPENINGS I Detail Tag Joint Description (common nails U.O.N.) Nail Spacing PLASTIC-COATED PROTECTION;THICKNESS �' L PERMANENT WOOD SCREW DEPENDS ON WINDOW OPENING ROOF FRAMING AGLASSANCHORS WIDTH(1) FRAMING NOTES: `P Elevation Tag Rafter to Top Plate(Toe-nailed) 3-8d per rafter 1/2"PLYWOOD THE CONTRACTOR IS TOVERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO BEAM (2)1/2"DIA. Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. x THROUGH-BOLTS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap FRAMIN - w WASHERS Ceiling Joist Laps over Partitions Face-nailed 4-16d each lap NOTE: IN LIEU OF SCREWS, LUGS / g P ( ) Collar Tie to Rafter(Face-nailed) 2-8d per tie WITH NUTS AND WASHERS MAY WOOD FRAMING x Axxx x Interior Elevation Tag BE USED DECK POST 4' 4' Blocking to Rafter(Toe-nailed) 2-8d each end 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: x 5 1/2" MIN. Rim Board to Rafter(End nailed) 2-16d each end AS (TYP.) FB=900 PSI SEE FV=180 PSI I, "I, 4'0" •TYP TYP WALL FRAMING DETAIL FC PERP=625 PSI Top Plate to Top Plate(Face-nailed) 2-16d per foot A 1 E= 1,600,000 PSI 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side �-3"No.8 SCREWS 12"O.C. Stud to Stud(Face-nailed) 2-16d 24"o.c. DETAIL A-TYPICAL ATTACHMENT OF 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Header to Header(Face-nailed) 16d 16"o.c.along edges PLYWOOD OPENINGS PROTECTION TO FB=2,900 PSI COST BASE WOOD-FRAME BUILDING FV=290 PSI ONC.PIERFC PERP=650 PSI � . Top or Bottom Plate to Stud(End nailed) 2-16d per 2x4 stud E=2,000,000 PSI 2-16d per 2x6 stud ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 2-16d per 2x8 stud 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: M E R Y L K R A M E R (PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FB=2,800 PSI I v U o 2 1 2 2 1 2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d 1,2 per foot FRAMED BUILDINGS FV=290 PSI a r c h i t e c t (Face-nailed) FC PERP=740 PSI E=2,100,000 PSI FLOOR FRAMING 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 260 H O R T O N S LANE Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist Deck Beam/Post FB=3,000 PSI 4 Bridging to Joist(Toe-nailed) 2-8d each end POST OFFICE BOX 1600 Not To Scale Blocking to Joist(Toe-nailed) 2-8d each end FC PERP=FV=300 PSI PSI 3 2 3731 2 3 ct Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block E=2,100,000 PSI S O U T H O L D, N Y 1 1 9 7 1 Ledger Strip to Beam(Face-nailed) 3-16d each joist 6 3 1 - 4 7 7 - 8 7 3 6 Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM Band Joist to Joist(End-nailed) 3-16d perjoist SPECIFICATIONS: m k a r c h i t e c t c o m CS18 METAL STRAPS 41 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot FB=975 PSI w/(9)8D COMMON f ll FV=175 PSI NAILS PER 12"END � TMPROOF SHEATHING FC PERP=565 PSI LENGTH E=1,600,000 PSI . RAFTER O 3 2 2 3 � � Structural Panels 8d SEE NAILING SCHEDULE 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN BLOCKING Diagonal Board Sheathing ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 1"x 6"or 1"x 8" 2-8d per support 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED Barth Residence RIDGE BEAM 1"x 10"or wider 3-8d per support CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. CEILING SHEATHING 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING Rafter Straps 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12--O.C. 2040 Central Drive 5 p FIELD). Mattituck NY 11952 Not To Scale WALL SHEATHING 9.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD'AND SHALL BE NAILED(PER DETAIL J) S.C.T.M. 1000-106-01-26 Structural Panels 8d (see detail J) 2x4 BLOCKING AT PANEL EDGES 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. WOOD BEAM Fiberboard Panels 7/16" 6d 3"edge/6"field 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 3 2 2 3 �r ° 25/32" 8d 3"edge/6"field WALL STUDS,SEE PLAN 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. STEEL PLATE Gypsum Wallboard 5d 7"edge/10"field Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. STEEL COLUMN Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 STAINLESS STEEL. ROOF SHEATHING NAILING SCHEDULE 1"x 6"or 1"x 8" 2 8d per support PANEL EDGE FASTENING, 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Code Sheet Zone 1 Zone 2 Zone 3 FLOOIRSHEAIHING STEEL • PANEL INTERMEDIATE FASTENING, Structural Panels 8d COMMON NAILS AT 6"oc FIELD 12"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 STEEL COLUMNPLAN, greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED i I I 1"x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. ' L" 1"x 10"or wider 3-8d ' • per support ' • ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED AS PER DETAIL J 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE CONCRETE PIER PLANS. SCALE FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING :As Noted � � , a a SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN a �•. a 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall SUPPORTS. be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM To AWS AND AISC STANDARDS. Porch Beam/Column Anchor Typical Wall Sheathing Layout & Fastening 5.ALL WELD JOINTS ARE TO USE E70xx ELECTRODES. A-002 6 Not To Scale 9 Simplified Roof Sheathing Nailing Schedule 10 Not To Scale Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 3 2!1/18 SCHEMATIC DESIGN A201 3/16/18 For Engineer 3/29/18 DD Meeting 4/19/18 Permit/Pricing /2 23 A-300 Vol A-300 A-300 4'-0" 13'-0" A-300 PROPOSED DECK 8'-6" NEW 2X12 ACQ STRINGERS @ 16"O.C. -__ NEW WOOD STEPS lo -...._................................._.................. ..-.-.. LINE OF -.------------".._........." ----------------------"...------"--....- U P CODE COMPLIANT - .._...... --...--.......-.. _.-.«-......_..-......_. PROPOSED WOOD STEPS ABOVE NEW WOOD STEPS HANDRAIL&GUARDRAIL F_—T F__ ----_--------- „ : :_...- - .....----- C .._.-...................._....._....._. AS PER 2015 IRC ....... . - - .... _ -...- ----.-----._.. " SEC. R311.7.8& R312 NEW6x6 ACQ POST ..........................................__..........._..........-_._....- .. . .. .... ............ - -- N _ _._--..........--........................... STYLE TO MATCH EXISTING ( 1 w/ABU66 POST BASE D STOOP"----..__------------------ ----... -..-.." __...__.- . .... . SET ON 12"SONOTUBE - .I L ,� K �,Ar� y -- — � ., w 3 #4 VERTICAL DOWELS, � '� - -------�---�-- ----- - -------- -•- - � �I e+ �'. �',` s.;:,�,'�:.�'✓?t�� ON BIGFOOT BF28 FOOTING _................_........_..... _....-.._.........-.._-...._....---.-...------ - 36" MIN. BELOW GRADE,TYP. / j k - •—- ( (2)2x10 A(4 aT 1 / > - I` DROP GIRDER / UO __----_-...-...............----........ --_--..........._......... ._..._.. ._................._. EXISTING ---------------..-"------ - --.... ............... ... . ..._.-_...... .-.....-.-.....-....... CONC. 0 wLU > EXIST.STRUCTURE Uo / — .._.._-- — -.STAIR m _ __ PROPOSED DNGK ._ ... . w - ovQ 0m o- w Y .:•- ...,.�w.„,O...ry..� 3'+ ,r Uj Ill 1-i U-10 ....- _ co a- EL z p / ;" a. a. pJ --""---------- - - - 1-t .................................. B-t . -...... B-t... _-B-t ..........-.... UP NEW P.T.LEDGER EXISTING RETAINING WALL _--..-_..--....-... --------._......... u, -_ 1 -----------...g _._._..--- g ... -- - g Drawing Legend: J _ / SECURED w/0.22x5 SIMPSON SDWS SCREWS I � _ --� @ 16"O.C.STAGGERED TOP& BOTTOM ' , -- _-- - - _____ EDGE OF FRAMING ----- ----------- _----- Wall To Be Removed --- ----SEE(3/A301)--- N --- --------------- ¢ ---- Wall To Remain C C - r NEW FLUSH GIRDER HHUS7.25/10 ti �/ i / 0+ (2)2x10 HEADER New Wall HANGER (4)9 1/2 LVL w/ 1/2"x9"STL. FLITCH PLATE I / (SEE DTL.3/A100) 7- � �� x m m Ui New Foundation Wall WI / '1 w PROPOSED STUDIO `1J z _ M 0w —————-- LinerL s Aboveof Cj I 'p 16.5x22 ¢Q N ------------ Lines Below iof I 0 o o - - - - CATHEDRAL CEILING Guidelines po NI ~ p — — — -- Fence I X CV c1 @ / / I TH w A200 U) 0 101 Door Tag i v z0) DOWNSPOUT z z w Tie- HHUS7.25/10 HANGER z 2 U-1 m + o LUS210-2 Window Tagz DOWNSPOUT p 0 NEW FLUSH GIRDER w HANGER NEW 2 2x10 A200 o> - (4)9 1/2" LVL w/ 1/2"x9"STL. FLITCH PLATE m J LINE OF EXISTING DRYWELL z >/ ,, Zn z I / 00 0 = G7 m _ Section X, SEE DTL.3 A100 _ N TO BE REMOVED / -� = NEW 2 117/8" LVL RIDGE Ln a --- ----- ---L-�--- y f6' p Sheet A XXX / �" N m LLJ L> M r I p'w LW U V,9 �2J2 N O X I ih r 'i' p 0 \�� NEW 2 _ POST FROM N I' I--� N _ ( O Q LUS210 2 LUS210-2 � ¢ +s o I Detail Tag % = HANGER HANGER � _ a RIDGE ABOVE j' � I ~ / J W W J X O w L tI 1 �I �' 1 Elevation Tag LU � w I 1 NEW 6x8 ACQ POST(TYP.) j /' � Q 301 o o SEE(1/A302) FOR DTL. o o x % ", / o rl A 400 2 r-i o N I 301 PROVIDE(2) LPC6Z CAP j' N o N U_ / X I o N Cn m N x Axxx x Interior Elevation Tag w/ADDITIONAL CS18 STRAP TIE ~ FROM EACH BEAM TO POST ] f xo 3 3 / rn I "I!I % x w z cx Z z w `• NEW FLUSH GIRDER (4)9 1/2" LVL w/1/2"x9"STL.FLITCH PLATE --- ---_SEE DTL_3� 0� 0 _-- _ N E x10 HEADER A-t LINE OF PROPOSED ADDITION ABOVE EDGE OF FRAMING - // r CV POCKET BEAM INTO EXISTING WALL o z ® ` , , A A 2 PROVIDE TENSION TIE(SEE 4/A301) 0 Q A301 EXIST.STRUCTURE o E M E R Y L K R A M E R EXISTING STRUCTURE 5'14' a r c h i t e c t 8'-3 1/4" 8'-8 3/4" 2 6 0 HORTONS LAN E POST OFFICE BOX 1600 EXISTING DRIVEWAY SOUTHOLD, NY 1 1971 REPAIR ASPHALT AS REQ. EXISTING STRUCTURE lo 17'-0" 6 3 1 - 4 7 7 - 8 7 3 6 PROPOSED ADDITION m k a r c h i t e c t . c o m mminni 1 1 A200 A200 Barth Residence 2040 Central Drive Foundation Plan (proposed) First Floor Plan ro osed Mattituck NY 11952 1�, Scale: 1/4 — 1-0 Scale: 1/4 — 1-0 'J S.C.T.M. 1000-106-01-26 0 1/2" DIA.THROUGH BOLTS w/WASHERS, IN 9/16" DIA. HOLES ` COUNTERSINK 3/4" MAX,(TYP.) ELEVATION VIEW OF STEEL PLATE Floor Plans a O O O O O O O O O O O SCALE:As Noted 3 Flitch Beam Boltin Pattern N/A A- 1 00 © 2018 Meryl Kramer Architect All Rights Reserved 3 Issue Date: Set: A201 2!7/18 SCHEMATIC DESIGN 3/16/18 For Engineer 3/29/18 DD Meeting 4/19/18 Permit/Pricing 1 1 Al Al PROPOSED ADDITION r..; <'I. � � r--{ tel. I. y.. ,'•J �,,�. �t Vii. � :-,-��t:i-i, I-.'� '_ w! r: ' >-4 I 1. � { ' �' ,{ �. i � _ f 5' ' PROPOSED DORMER 01 i.- ' i - -r _.a.;Y _ .. y....._ Y,.... _.7� i , ' ; y..i,. .,." L-Y .r.�,..1 Y.,,...1-..�, y.l �., ♦ _.. .. }-. 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M E R Y L K R A M E R a r c h i t e c t 1 A200 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 SOUTHOLD, NY 1 1 971 EXISTING STRUCTURE PROPOSED ADDITION 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t , c o m Barth Residence 2040 Central Drive Mattituck NY 11952 S.C.T.M. 1000-106-01-26 WMDOW.-SCOHEDULE' . WINDOW NOTES: :KO:.:] QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT GLASS REMARKS -NEIGHBORING UNITS TO BE DIRECT MULLED 1-t 1 MARVIN CUOFDT 3016 Transom White 3'21/2" 1'5 5/8" Top & bottom sash rails to align w/ neighboring transoms A 3 MARVIN CUCA 3240 Casement White 219" 313 5/8" At 3 MARVIN CUAWN 3218 (FIXED) Awning White 219" 1'5 5/8" Direct mull units B 6 MARVIN CUCA 3256 Casement White 219" 4'7 5/8" Roof Plan B-t 6 MARVIN CUAWN 3218 (FIXED) Awning White 219" 1'5 5/8" Direct mull units C 6 MARVIN CUAWN 3220 Awning White 219" 1'7 3/8" SCALE:As Noted EXTER10,11ft"'A" I'ikmnTERIOF"ftX' ',.'DOOR.,;,SCHEDULE' ' ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER MODEL NO. TYPE RO Width RO Height Width Height Thickness HARDWARE REMARKS A- 1 1 1 MARVIN CUOFD 3068 Swin Sim le 3'2 2" 6'10 2" 3'2 2" 6'10 2" 13 4" Direct mull with transom unit 01 101 1 TruStile TS1000 Swin Simple 2'7 2" 618" 2'6" 618" 13 4" Glass panel w divided lights © 2018 Meryl Kramer Architect All Rights Reserved ` ' ' ' 12 Issue Date: Set: 11-6" 3/29/18 DD Meeting 1-2 +/-4.7 4/19/18 PermitfPricing HURRICANE TIE Jill 1 1111111 EACH RAFTER (TYP.) TO MATCH EXISTING TYPICAL ROOF CONSTRUCTION: -ARCHITECTURAL GRADE ASPHALT SHINGLES TO MATCH EXISTING -5/8"ZIP SYSTEM ROOF SHEATHING -ROOF RAFTERS w/9" OPEN CELL SPRAY FOAM INSULATION HALF ROUND GUTTER TO MATCH EXISTING(TYP.) 1-5/8"GYPSUM WALL BOARD COMPOSITE FASCIA BOARD TO MATCH EXISTING (TYP.) COMPOSITE SOFFIT TO MATCH EXISTING \--SIMPSON H2A WINDOW CASING/FRIEZE BOARD HURRICANE TIE EACH RAFTER TO MATCH EXISTING(TYP.) NEW HEADER SEE PLAN FOR SIZE WINDOW FRIEZE BOARD TO MATCH EXISTING (TYP.) Uj 1.� Drawing Legend: 80 0 _j Wall To Be Removed d 0 Wall To Remain New Wall ew Foundation Wall TYPICAL EXTERIOR WALL CONSTRUCTION: 9 CEDAR SHINGLES TO MATCH EXISTING 00 0 1"ZIP SYSTEM INSULATED SHEATHING 0 ——————— Lines Above 5/8"GYPSUM WALL BOARD Fence TYPICAL EXTERIOR WALL CONSTRUCTION: DoorTag -CEDAR SHINGLES TO MATCH EXISTING PROVIDE SOLID 2x4 BLOCKING 1"ZIP SYSTEM INSULATED SHEATHING BETWEEN STUDS AT ALL PANEL EDGES 2x6 STUD @ 16"O.C. Window Tag SEE DETAIL(10/A-002) w/ BATT INSULATION 5/8"GYPSUM WALL BOARD TYPICAL FLOOR CONSTRUCTION: Section X, 3/4"WOOD FLOOR Sheet A-XXX 3/4"APA RATED PLYWOOD SUBFLOOR FLOOR JOISTS(SEE PLAN FOR SIZE) Detail Tag w/BATT INSULATION L 11/2"ZIP SYSTEM INSULATED SHEATHING TYPICAL FLOOR CONSTRUCTION: LUS28 JOIST HANGER CO M POSITE T&G V-G ROOVE -3/4"WOOD FLOOR AT EACH DECK JOIST(TYP.) Elevation Tag TO MATCH SOFFIT -3/4"APA RATED PLYWOOD SUBIFLOOR -FLOOR JOISTS(SEE PLAN FOR SIZE) w/ 1/2"0 GALV.THREADED ROD -11/2"ZIP SYSTEM INSULATED SHEATHING x x Interior Elevation Tag -COMPOSITE T&G V-GROOVE w/ NUTS AND WASHERS TO MATCH SOFFIT NEW FLUSH BEAM SEE PLAN FOR SIZE NEW DECK JOISTS 0 0§ U-1 w/5/4x4 IPE DECKING NEW P.T. LEDGER SECURED w/0.22x5 S|K8POON5DVV3SCREWS AT16"O.C. AT EACH TJI JOIST(TYP.) FLASHING ASREQ. —FLUSH GIRDER NEW FLUSH GIRDER 260 HORTONS LANE SEE PLAN FOR SIZE POST OFFICE BOX 1600 RIP TO MIN SIZE REQ.SET ON ABU66 POST BASE I Section Detail @ Eave Wal a I Section Detail @ Dormer Wall m k a r c h it e c t . c o m Barth Residence < EXISTING INTERIOR PROPOSED INTERIOR � EXISTING STUD WALL 2040 Central Drive `yMattituck NY 11952 NEW FLUSH GIRDER .� 6"WIDE POURED CONCRETE \ POCKET INTO EXISTING WALL STONE VENEER or FOUNDATION WALL (DO NOT NOTCH BEAM) SEE PLAN FOR SIZE TO MATCH EXISTING cr- EXISTING ASPHALT DRIVEWAY REPAIR AS REQ. 77 ` | ' Wall Sections S|K4PS0NDTT2Z w/ �/2^0QALV THREADED ROD wy NUTSANDVVASHERS �)2x10BLOCKING 8ETVYEENEX|S[ LAST FJ.AND R|yW]O�T FASTEN EXIST.SUB FLOOR TOTHE TOP OFTHE NEW BLOCKING w/ATOTAL OF(16)8d COMMON NAILS I —Jill— "W P.C. FTG.WITH 2"x4" KEY@ CENTERLINE EXISTING FOUNDATION WALL SCALE:As Noted UNDISTURBEDCOMPACTED FILL Ctio A-301 --_ ` _)�La'l Section Detail @ Foundation Pier/Post mSc lit 11 @ 2018 Meryl Kramer Architect All Rights Reserved ,