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HomeMy WebLinkAbout43762-Z �o—�Qf souryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Ulm k Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46210 Date: 06/02/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2745 Wickham Ave Mattituck, NY 11952 Sec/Block/Lot: 13 9.-2-3 Conforms substantially to the Application for,Building Permit heretofore,filed in this office dated: 05/03/2019 Pursuant to which Building Permit No. 43762 and dated: 05/17/2019 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 front & side covered porches and a side wooden stoop to an existing single-family dwelling as applied for with ZBA#6588 dated 09/20/2012. The certificate is issued to: David Schultz Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-18-0097 5/25/2023 ELECTRICAL CERTIFICATE: 43762 11/18/2020 PLUMBERS CERTIFICATION: All Points East Plumbing & Heating 08/25/202QM S. A orize Si at e �roFsouryO TOWN OF SOUTHOLD BUILDING DEPARTMENT call ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43762 Date: 05/17/2019 Permission is hereby granted to: Renewal Date: 12/18/2024 David P Schultz PO BOX 624 Mattituck, NY 11952 To: Construct additions and alterations to existing single-family dwelling as applied for with flood permit per Trustees, DEC,ZBA and SCHD approvals. Premises Located at: 2745 Wickham Ave, Mattituck, NY 11952 SCTM# 139.-2-3 Pursuant to application dated 05/03/2019 and,approved by the Building Inspector. To expire on 12/18/2026. Contractors: Fees: Renewal Fee $397.40 Total $397.4 Building Inspector ��oCo TOWN OF SOUTHOLD �gtlFfO(/( ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY 0 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#: 43762 Date: 5/17/2019 Permission is hereby granted to: Schultz, David PO BOX 624 Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit per Trustees, DEC, ZBA and SCHD approvals. At premises located at: 2745 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-2-3 Pursuant to application dated 5/3/2019 and approved by the Building Inspector. To expire on 11/15/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $494.80 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $644.80 Buildin 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: l. 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. 4— 1 ( 9 New Construction: Old or Pre-existing Building: t/ (check one) Location of Property: Z71 �•`� � �l� )Ayy ► � a b 1� ` House No. Street Hamlet Owner or Owners of Property,A V A 0 �G �`J LT-Z.- Suffolk County Tax Map No 1000, Section )-39 Block ® Lot U� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant7. D<;--r—%AS LUO Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature o��OF SOUTyoI Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Comm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Schultz Address: 2745 Wickham Ave city,Mattituck st: NY zip: 11952 Building Permit* 43762 Section: 139 Block: 2 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric License No: 3372ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 26 Ceiling Fixtures 19 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 1 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 40 4'LED Exit Fixtures Pump Other Equipment: Fridge, 42 Circuit Panel, Gas Oven, DW, W/D, Hood Notes: Whole House Renovation �� - November 18, 2020 Inspector Signature: Date: S. Devlin-Cert Electrical Compliance Form.xls Qf SQ(/T�af Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(63I)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q D Do 2 1 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUXLDINC 7R'E,P� CERTIFICATION Date: O ZSAD Building Permit No. 3-7 (o Z Owner: SGIn�,X J-Z (Please print) Plumber:Nl Nv,�s Ea-� Numm;naali 11eQA'\-Ck (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of , 20 a�U Notary Public,, _County SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,29—e-, OE so(/T�O �o �o * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oVAV A t Ire'. - n0 J DATE INSPECTOR pF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] OUNDATION 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 REMARK ,' / 1l ��kfl DATE !b� INSPECTOR a0FSoUlH o f # TOWN OF SOUTHOLD BUILDING DEPT. �ycomm ` 765-1802 1NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND " [ } INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ` [ ] CODE VIOLATION [ ] PRE C/O REM KS: _�_j no 7`� w �lekn" �✓ � u s 0 DATE fl INSPECTOR- 3�v �OF SOUIy o� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPEC -ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1NSULATIOWCAUL-KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] PRE C/O REMARKS: Ou S9 y DATE /A �10 - . -INSPECTOR So�,yo # TOWN OF SOUTHOLWBUILDING DEPT.` `ycn�rn ' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION-2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL =[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ow `T �� cw DATE c)-O020 INSPECTOR OF 50Ulyolo J� `� � �� �� V`� I C.rE-f�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] `INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a use. �L :2 i ayl C-� DATE I [ INSPECTOR o OF SOUI,�°� # * ' TOWN OF SOUTHOLD BUILDING DEPT. coutm,N�`' 631-765-1802 . .Lf�*I..ANSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO H PLBG. ] FOUNDATION 2ND. [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ . ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ]. RENTAL REMARKS: .,_ J T V r lrWiC-3 A L, ^��'I�C�✓V o�� i DATE INSPECTOR)"u ho�aOF 50Ulyo� TOWN OF SOUTHOLD BUILDING DEPT. comm,��' 631-765-1802 4 -��MW(a SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALi/� [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0✓L DATE INSPECTO 1 L V i'. H A'Irt Hl 'i�e ER 37 62-, :�,. } U , r May 6,,2025 M AY 2 y 2025 .Rt 2146 W kharn Ave Matti itok ' E�vitslir.��ep�r�rnent To Whom i'tm6y Concern, 1`hls,i8lo oertifyth,at.the above referenced propertywas insulated' s-fnttows: Roof area ovor living area;61/2"closed sett foam R-49. Exteriorwalts 2 3/4"closed cet!foam R:-21 Band twist, box's(:(l, rain jo'[st 2"R-14 cCosed cell foam: CNindowskfoors tyt window and d'oor<prolun,foam. Pencitrotions cau(k box i36 firestop/draft seatant. Craw(s.pace'ceitirig R l9� i.bergtb,ssi, S �tcerely (?o tt'r"srau ne,r ..�`------ C,5 Clton Street (631)283 12U fliverhedd,NY 11.901 5 S E P --� 2019 NE ( rR � Y� to c 7WN. or.so-u— AL d os f � M 1 43-r 6-Z- f :� r3i.;a .fir ca., . IV D F ... 4 K�L 0-4;�;Iil -� 177 n ,sp ' gyp a" `"°� x r ash yfi.. tea, Eke t S 1 k: r. ? gi e=R x Jy � Q p#�E 1 ,�r Zt:. •'1 t s{ .; .. a 'dv$° :'L bi k r vM�C 1 i`M r.....`'b z i\:. PF 19 s + i 4 N 3 y r r. , r �yi� skkilM r pf 4 'i p✓' "K' � b s. �a < nA ate ,, f •x � 'f3 � t^ f" I„ r a ij 7F y ,A n�'yO' •�e�' �,q�{�p. '�t� V ;w x .19 Nnr" 4411, 9 s lti�l�ll , FOUNDATION (IST) ROUGH ��� PLUMBING NATFla- ,XLI .�, a ADDITION.4L COMMENTS I - � ►. - •► _1 r 1 ► � � y i � o� '�� • � � � ice. �1 1 _ a► 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 3-7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application l Flood Permit Examined ,20 ( Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved I 120 1 Mail to: -T-m L uo"Li Disapproved a/c 0 oL� TuLI LW �l Alf\ �JG�. Q e Phone: �j j..��-1 ogo Expiration J ,20 , p ACM B [ Buil ector MAY - 32019 DAPPLICATION FOR BUILDING PERMIT Date 4- 1 , 20 1 � 7l ,y➢11til . y'. INSTRUCTIONS TOWN Oy SO>�O1%' a. his app ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection.throughout the work. e.No building shall be occupied or used,in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize',in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to,the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,,plumber or builder w L Name of owner of premises 1)AV 10 ,u V 1--Z— (As on the tax.roll or latest:deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 4-7-le -- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �5 VJ WNVA Ate 6. H j-\TrkfiuC:ke . House Number Street Hamlet County Tax Map No. 1000 Section - =- YB•loek .-; ! Lot 1 fir > ,�• �� c 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i 3urt LA �m \U-C ( D l�N Ca b. Intended use and occupancy �J o wv 4 L16' lrha1 W FS i O"n. j Uf 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work CLLN (Description) 4. Estimated Cost 42-I , coo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor q�i IA If garage, number of cars _� ,d� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 6 i 7. Dimensions of existing structures, if any: Front 2 Rear 'Z 2-1 0o, Depth 541 Height 1 &1 Z Number of Stories Dimensions of same structure with alterations or additions: Front Rear '�c� Depth r ' (D Height 21° Number of S s W 7' C:.a1,M 8. Dimensions of entire new construction: Front Rear Depth �✓ �� . Height (� ` (J�° Number of Stories ) Y __ `�`P1 AW 9. Size of lot: Front `� � ��� Rear ��J, � Depth j r�lA.il+..uiv `r 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded? YES V NO ` Will excess fill be removed from premises?YES NO ✓ 14.Names of Owner of premises DAVI D 'SAjL--Z. Address 2745 hone No. 27 -`z4O Name of Architect '1m - SeduwA&K-z- Address 90, 133 c--4'�c�oc�ucPhone No -9 34-`� 0 5 Name of Contractor-r-c,m i-tjot ow Address (05 pLL croLL' Lam. Phone No. 4. 25EE;-5r-A 7 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 AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 1 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions,-with respect to this property? *YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFCQf ) 3 U0"w being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ex}--- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary-Public ARBARA,`H.TAND _ , Signature of Applicant Notary Public,State Of New York t No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 a D APR - 32019 David Schultz 2745 Wickham.Ave. 'OWN OF SOUTHO1D Mattituck, NY 11952 Date: April 1, 2019 To Whom It May Concern: I, David Schultz, hereby authorize Mr. Thomas M. Ludlow to act on my behalf in all matters concerning the permitting of my project located at 2745 Wickham Ave., Mattituck, NY 11952. The tax map number for this residence is 1000-139-02-03. Please direct any questions or correspondence pertaining to the project toward Mr. Ludlow at 105 Ole Jule Ln., Mattituck, NY 11952. Telephone (631) 298-5080. Sincerely, 6-�Idl [David Sclztiltz 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 119711 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 4` Survey SoutholdTown.NorthFork.net PERMIT NO. "=>, �''- r Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: ,/� Approved 120 Mail to: 14 l�f u'-y(•,1,I/Za�7� Disapproved a/c �/")" ,/ pp• Phone: Expiration 120 E � E n Building Inspector MAY 2 3 2012AP C TION FOR BUILDING PERMIT DEPT. Zk Date ©� Z! Z , 20 BLDG. UTHOLD TOWN of So INSTRUCTIONS - a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. 4 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 sq,ever until the Building Inspector i 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 orhas:nor been completed within 18 months from such date. If no zon'irig amendments or,other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize-' in`writhig,`tb&e ektension ofthe permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name„if a corporation) (Mailing address of applicant) State whether applicant is.owner, lessee, agent,Crch�itecengineer, general contractor, electrician,plumber or builder Name of owner of premises ,4o 1 o Nnetcm L6(14r7, , (As on the tax roll or latest deed) �- If applicant is a cor oratioir si nature of duly authorized officer pP p. �....g.., Y (Name and title',of cgr`poiate officer) Builders License No;. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro osed work will be done: Wrc �t ^vim House Number Street`. H• mlet County Tax Map No. 1000 Section 13 Block 0Z Lot 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy posed construction: AerolS a. Existing use and occupancy ,�/��L �/��l�C b. Intended use and occupancy 3. Nature of work'(check which applicable): New Building Addition Alteration Repair Removal- Demolition Other Work (Description) 4. Estimated Cost 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'. p'.L J' 7. Dimensions of existing"structures, if any: Front Rear Depth Height Number of Stories h" Dimensions of same structure with alterations or additions: Front; f ` r Rear Depth Height Np"mber of Stories 8. Dimensions of entire new construction: Front Read Depth Height _ ', , umber of Stories f f 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 �-o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_,g NO 13. Will lot be re-graded? YES_ Cg NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises UL 7`-Z Address Phone No. Z 193 b Name of Architect S C N G1/if2 T 2— Address Phone No 7-7 4 I 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 AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF -90 O GL-- �T Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the C No.01 BU6185050 (Contractor, Agent, Cv Qualified in Suffolk County o orate O icer, etc.) Commission Expires April 14, _ _c6 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 thi / � day of100 "20 "' •° r—P Notary Public ,._ ` SignatL f Applicant 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 Southlown. orthFor . e `PERMT'NO.oT Check - Septic Form N.Y.S.D.E.C. 'Trustees C.O.Application f Flood Permit Examined r 20 G Single&Separate Storm-Water Assessment Form Contact: Approved s`1 .,,,2C b Mail to: L Disapproved a/c Phone: u¢ ¢ e Expiration 1 L 20_ _ V Building Inspector 6 2011 APPLICATION FOR BUILDING PERMIT Date , 20 BLDG.DEPT. . 1 ' INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building-shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not.co.mmenced within'12 months after the date of issuance or has not been completed within 18 months from such date. If no zoniii"g amendments or other regulations affecting the property-have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of thelown 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(, architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises / U L (As o i the tax roll or la est deed)' If applicant is a corporation, signature of duly authorized officer (Name;and;title q£;corporate officer) Builders Licen`se'N'o, Plumbers License'No. 4 -Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2 7 45� w1 cK H,44d "AV r M VU 71?6 House Number Street ', Hamlet Q County Tax Map No. 1000' Section Block Q Z Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/A) 6 L F-- /c,'�/4 !C b. Intended use and occupancy ' /4 e't E wz A!7 0 I Aj f 3. Nature of work (check which applicable):,New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use., 7. Dimensions'of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of;Stories 8. Dimensions of entire new construction: Front Rear Depth Height ,. Number of Stories S're- , Sr✓ vR y je r eL�I-.� 9. Size of lot: Front Rear Dept 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated le 4- ° 12. Does proposed construction violate any zoning law, ordinance or regulation? YES-,< NO 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO 14. Names of Owner of premises YC U v(.T Z. Address Phone No. Z 9P 9 3 4-Q Name of Architect ,SC If le J--Z.- Address Phone No -73 V Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESYNo * 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 ther�tany covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF L1 0 fC �?�/�✓� Z being daily sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D,sUNQH (S)He is the Notary Public,State of New YOtk 0 (Contractor Agent orporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,Z41 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. r Sworn to before me thi day of 20 .� Notary;Public Signatt e o plicant % ji"i?,R T. TERRY P-o_ nwx 117() TOWV CLERK' TA-n 511 c 5 • Fax (5 10) 7*65-lR--.-,4 REG1s,rR/*,R OF v1TAJ.s MARRIAOF OFFICI:-R Tc1cphonc (5 16) 765—, R-ECORI)S MANAGEMENTOFFICE11 FREEDOM OF INFORW'nON OFFICER OFFICE OF THE' TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town Of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development. Permit /ipplication" ( FDP(93) ) , and "Certificate of Compliance frJr Develcilpmen t in Special Flood Hazard Area CIC(93)] B✓G. DEPT TOWN OF SOUMOLD Judith Southold Town Clerk August 25 , 1993 • i , APPLICATIpN ,N PAGE I of 4 TOWN OF SOUTHOLD FLOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re-issued: 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator.or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE B OF MY KNOB GE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) //�" / DATE �—��� SECTION l: PROPOSED DEVELOP►r/1ENT 7p,- c completed by APPLICANT NAME ADDRESS TELEPHONE APPLICANT �1� %O5 o, x �Lt��h-1 Y�1 Ml"�t 1 uC.� BUILDER ENGINEER -PROJECT-LOCATION: To avoid delay in processing the application, please provide, enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known taEdmark- A sketch aaachcd to this application showing the project location would be helpful. KJA kx& AV E, -arm-- FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A SIR[ URAL DEVELOPMENT ACTIVITY /STRUCTURE TYPE ❑ New Structure a Residential (1-4 Family) GeAddieion ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) Cl Demdutiou ' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. D Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) ❑ Roa�)L, Street or Bridge Construction 1 / ❑ SuFN'vision (New or Expansion) / / ❑ Ip�dual Water or Sewcr System G Other (Please Specify) After completing SECTION 2, A.PPL[CANT should submit form to Local Administrator for rcview- SEe"I'fON 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfIMSTRATOIZ) The proposed devclopmeot is located on FE M Pancl No. . Dated The Proposed Development: O Is Lnl located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ 1s located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is:- ' Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposed dcvclopmcnt is located io a floodway. FBFM Pancl No. Dued ❑ Scc Scciion 4 (or additional iostruc(ions. SIGNED DATE APPLICATION 4 PAGE 7 OF 4 SECTION 4 ADDITIONAL. INFORMATION REQUIRED (To he comnletcd by LOCALADMINIST'RATQR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and spccificativns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fast floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are, not otherwise available). O Plans showing the extent of watercourse relocation and/or (aadform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection Ievcl (non-residential only) Ft:NGVD (MSL). For floodproofed structures, Applicant must attach certification from registered engiacer or _ architect. / ❑,Certification from a'ia�stered engineer that the proposed activit�in a regulatory (loodway will no( result in.any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 PERMIT DETERMINATION (To be compictcd by I& L ADMINISTRAMRZ I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law if 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, lbc Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B i5 checked, the Local Administrator will provide a wriucu summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. APPLICATION 61 PAGE 4OF4 APPEALS: Appealed to Board of Appeals? O Ycs ❑ No Hearing date: ppca --- Appiwed. Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information mLLst be provided for project structures. This section must be completed by a registered professional eoginecr or a licensed land surveyor (or attach a certificadon to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and coluxons) is: Ff. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). J .} NOT' : Any work performed prior to submittaliof the above information is at the risk of the Applicant. /L 1 J l SECTION 7• COMP1A NCE ACTION (To be comolctcd by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete Ibis section as applicable based oo inspection of the project to ensure compliance with the communitys local law for flood damage. prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATQR) Certificate of Compliance issued: DATE BY: 1 1 I 1 Attachment B / / BAMPALE / CERTIFICATE jJF COMPLIANCE I for Development in a Special Flood Hazard Area f I'1 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OP4,M0. MLIST R-ETA-IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING Cl VACANT LAND .F THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) C 475 �7G-L C FedeIG%ln eno an`g Agency Expiration Date:November 30,2022 Natiosur' ,i Program ti n `dy�g1009 0 .EVATION CERTIFICATE $O\ 0{g0 Important:Follow the instructions on pages 1-9. � Copy all pages of this 10�evation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number / / A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. Z 7 L J;,k 41i City State ZIP Code I'1441 IL iJei'l ` r : Il 9 sv z- A3:. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) rnTL Imo, L.J /Ja, la-Oo- 13]- a Z. - 4 A4. Building Use(e.g.;Residential,Non-Residenfial,Addition,Accessory,etc.) X z l�'r S t h4 A5. Latitude/Longitude: Lat.q0. ci/ 3.Lr/vl, Long. 7 Z-32,'/(,.4"t,J Horizontal-Datum: ❑NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number O A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) f J�� sq ft b) Number of permanent flood openings in the crawlispace.or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in AB.b �� Zvv sq in Q d) Engineered flood openings? ®Yes ❑ No 5,-.�� �e^7' MPc l # �5 0 A9.For a building with an attached garage: a) Square footage of attached garage. 44 sq,ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings?. ❑Yes VNo SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State 36oe13 1oLJA f S0,J1 nl� S� �tlll✓ ,ve;,,• i o �F p B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zones) (Zone AO,use Base Flood Depth) Revised Date 26103GO S`epf X5-2-a- 4E AI S B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile FIRM ❑Community Determined ❑Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 U NAVD 19BB ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes P(No Designation Date: ❑ CBRS ❑ OPA ''� FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 1 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(includiing Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number -2 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑Building Under Construction* DrFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specked in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: )S&S 1ho,j Z-37 3 )-&PS Vertical Datum: A 1611) t jog Indicate elevation datum u d for the elevations in items a)through h)below. ❑ NGVD 1929 7NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check ttje measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 7,O Z feet ❑ meters b) Top of the next higher floor /Z-0 C9 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) /�•)) - ❑ feet ❑meters d) Attached garage(top of slab) N•/7. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building(Describe type of equipment and location in Comments) /04 feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 6,S D/feet. ❑ meters g) Highest adjacent(finished)grade next to building(HAG) d, [feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including S [feet El meters structural support SECTION D-SURVEYOR;ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code,Section 1 q01. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑No [+�Check here if attachments. Certifiers Name License Number 1�✓�7����, ��..�/,� �� L.S. 0 5-1Y -7 -IS OF Titler y"Wr ' o�.. Company Name f El L 13 'sV Address L�. 3 0 /( City State ZIP Code s n Ft3R- f~ e. Signature Date Telephone Ext. Copy I pages of this Eleva n Certificate and all attach ents for(1)community official,(2)insurance agentleompany,and(3)building owner. Comments(including type of equippment and location,per C2(e),if applicable) rct'G,,✓/S•PQ vw.",.e d9v�5t�� �!'� ��Ct7�o�Ci' J✓1r f /S or, c, u/pa� rIS���!'vv� v✓�� c, Ac, � (�,��.��ta-� �,C /O.la ��• '9�e' .���n yc� 4��F ��'r d,�,„mil lei �,�� �,. �..e 47Lh v�nf 69a,/G� /$� t�— 5`/a k),J ,e,, j FEMA Form 086-0-33(1219) Replaces all previous editions. Worm Page 2 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Ad ress(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. City State ZIP Code Company NAIC NuMbe 0 SIWTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED), FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without FE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. or Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only, enter meters. E1. Provide elevation information r the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HA )and the lowest adjacent grade(LAG). ;•' a) Top of bottom floor.(including asement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including ba ement, crawlspace,or enclosure)is' •❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with perman nt flood openings provided in Sec/bon A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ��� ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:if no flood depth number is available 's the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER ft OWNER'S REPRESENTATIVE)CERTIFICATION The properly owner or owner's authorized�eesentative who pletes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)orZone AO musthere.The statem is in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorize epresentative's Name Address ty State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No.1660-0008Expiration Date:November 30,2022 IMPORTAN •In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Stree ddress(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State • ZIP Code Company NAIC Number El SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is au rized by law or ordinance to administer the community's/nedn anagement rdinance can complete 'Sections A,B,C(or E),and' of this Elevation Certificate:Complete the applicable itign below. eck the measurement used in Items G8—G10.In Pue Rico only,enter meters. G1. ❑ The information in Sectio C was taken from other documentation that has an ealed by a licensed surveyor, engineer,or architect who authorized by to certify elevation informati source and date of the elevation. data in the Comments area elow.) G2. ❑ A community'official complete ection E'for a building located in Zone A( MA-issued or community-issued BFE) or Zone AO. G3. ❑ The following.information(items G10)is provided for community floodpment purpose's. G4. Permit Number G Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Con ction❑Sub ntial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑-feet ❑ meters Datum G10. Community's design flood elevation: ❑feet❑.meters Datum Local Official's NameTle Community Name Telep ne Signature Date Comments(including type of equipment and cation,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12119) Replaces all previous.editions. Form Page,4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 2-7 YY L.vt�l.l JGii JCS City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View";and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. y -yam V' y�•,I r�N S�' \(ice—�M. �,y ,�-\ 6 F,ww vnc vaNuvn Clear Photo One I Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. � o 'Pe ✓ 0, fie ;0 i a. \ Photo r nree L apuon Clear Photo Three —• "• is '�- ''�f�".I't, F��Y ' — LA Photo your r_,apuon Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No.1660-0008 ELEVATION CERTIFICATE Continuation Page J -7 Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,y�d/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number low WAIRM 0 now: j( (/e,,) 7' •�aa�Haan"waaa■a■■a awe'as own awaaa.■®aa!!a!� aafaaaasa w rVIGG(G/ / aaweeoewmm■awwe.®aa4eae■wwr�w�naaa.nw■■■ ,. f S�i{v-S to 'awe■■aua■■u■■a■■aaaaaaaaaaaaiwwwww.ww , •waafaaa■awaaw■■a■wwwva'si:i:::::a�w�i 1 wwwww®wwwemwas.e.ww�a : •wwwa.wwa■w■..waw■aw..■sNM■■ ...,.<�..... y FEMA Form 086-0-33(7/15) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 30, 2012 TO: David P. Schultz c/o Mark Schwartz P.O. Box 933 Cutchogue,NY 11935 Please take notice that your application dated May 23, 201-2: For permit to construct additions and alterations to existing single family dwelling at: Location of property: 2745 Wickham Ave., Mattituck,NY County Tax Map No. 1000 - Section 139 Block 2 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to the existing single family dwelling, on this non- conforming 7,280 (7,141 buildable) square foot lot in the Residential R-40 District is not. permitted pursuant to Article XXIII Section 280-124; non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum side yard setback of 10 feet with a total of 25 feet and maximum lot coverage of 20%. The site plan shows side yard setback of 2.5 feet, total side yard of 16.7 feet and lot coverage of 23.8 %. -C thorized Signature Note.to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 6, 2012 TO: Mark Schwartz For: David P. Schultz P.O. Box 933 Cutchogue,NY 11935 Please take notice that your application dated December 6, 2011: For permit to construct additions and alterations to existing single family dwelling at: Location of property: 2745 Wickham Ave., Mattituck,NY County Tax Map No. 1000 - Section 139 Block 2 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to the existing single family dwelling, on this non- conforming7 (7,141 buildable) square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124; non-conforming lots, measuring less than 20,000 square feet in total size,require a minimum side yard setback of 10 feet with a total of 25 feet and maximum lot coverage of 20%. The-site plan shows side yard setback of 2.5 feet, total side yard of 16.7 feet and lot coverage of 23.8 %. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. T � BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0��0� $l�UlyOl 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. er Goehrin g �, � Town Annex/First Floor,Capital One Bank George Horning • �O� 54375 Main Road(at Youngs Avenue) Ken Schneider Olycou Southold,NY 11971 n http://southoldtown.northfork.net D EJF"�2012 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD c r oTel.(631)765-1809•Fax(631)765-9064 DINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2012 ZBA FILE: 6588 NAME OF APPLICANT: David P. Schultz SCTM# 1000-139-02-03 PROPERTY LOCATION: 2745 Wickham Ave. (corner of Grand Ave.)(adj.to Long Creek),Mattituck,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 14, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 16, 2012. Based upon the information provided on the LWRP Consistency Assessment.Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a one story dwelling and an accessory one story garage in the R-40 zone district. It has 47.22 feet on a 20 foot right of way, 155.78 feet along the northern property line, 45.92 feet on Long Creek and 163.00 feet on the southern property line as shown on the survey dated May 16,2007 last revised May 10,2012 prepared by Nathan Taft Corwin, III LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124, and the Building Inspector's May 30, 2012 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling at 1) less than the minimum side yard setback of 10 feet,2) less than the combined side yard setbacks of 25 feet, 3) lot coverage of more than the code permitted 20%. RELIEF REQUESTED: The applicant requests variances for 1) a side yard setback of 2.5 feet where the Code requires 10 feet, 2) a combined side yard setback of 16.7 feet where the Code requires 25 feet and 3) a lot coverage of 23.8% where the Code allows up to 20%, all as shown on the survey/site plan prepared by Nathan Taft Corwin III, L.S. dated May 16, 2007 and last revised dated May 10, 2011 1 Page 2 of 3—September 20,2012 ZBA File#6588-Schultz CTM: 1000-139-2-3 ADDITIONAL INFORMATION: The applicant had testified at the public hearing that the neighbor to the south was in favor of the proposed construction and has given him permission to access their property during the proposed construction activities. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6,2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Two story dwellings are characteristic of this neighborhood and the proposed second story addition to this preexisting dwelling would be in keeping with this characteristic. There was no evidence presented to indicate that the granting of the variances would cause a detriment to nearby properties. 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 dwelling exists in its preexisting nonconforming location and any proposed additions will require variances. 3. Town Law §267-b(3)(b)(3). The variance granted herein to maintain a 2.5 foot side yard setback is mathematically substantial, representing a 75% relief from the Code required 10 foot minimum. However this setback has been established by the preexisting location of the one story dwelling and there is no evidence presented that maintaining this setback would cause a detriment to nearby properties. Furthermore, this side yard setback is to a R.O.W. which is heavily treed and having thick brush, with no evidence of pedestrian or vehicular use. The variance granted herein for a combined side yard setback of 16.7 feet is mathematically substantial, representing a 33%relief from the Code required 25 feet. However,the proposed side yard setback to the adjoining property, with a dwelling, will have a conforming side yard setback of 14.2 feet. The variance granted herein for a 23.8% Lot Coverage is mathematically substantial, representing a 19% relief from the Code required maximum of 20%. However,the preexisting lot coverage is 23.5% and the request for an additional 0.3% or 20 square feet is not substantial when compared to the preexisting Lot Coverage. 4. Town Law V67-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 applicant proposes to upgrade the sanitary system in a location outside the wetlands boundaries. 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 variance reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to this preexisting dwelling and parcel while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer Acting Chairperson, and duly carried, to Page 3 of 3—September 20,2012 ZBA File#6588-Schultz CTM: 1000-139-2-3 GRANT, the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, L.S. dated May 16, 2007 and last revised dated May 10, 2012 and the architectural drawings prepared by Mark Schwartz, R.A., entitled Schulz House,Additions and Alterations, sheets A-1 thru A-5 inclusive, all dated July 13,2012. 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 variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities.under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the. Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration,that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Acting Chairperson Goehringer, Dinizio, Horning. Absent was Chairperson Weisman and Member Schneider. This Resolution was duly ado ted(3-0). erard R Goehringer,Acting Chair rson Approved for filing /�/201 1 f - � BOARD MEMBERS ems. ` Southold Town Hall Leslie Kanes Weisman,Chairperson Of S0UjyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora y Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �l,Y`,oU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 December 27, 2018 Robert Herrmann En-Consultants no� 1319 North Sea Road �.`� Southampton,NY 11968 DEC RE: Request for De Minimus Determination Appeal No. 6588,David Schultz ,.1, i i ; g Kea 2745 Wickham Avenue,Mattituck SCTM No. 1000-139-2-3 Dear Mr. Herrmann; I am in receipt of your correspondence, dated December 19,2018,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you detail downsizing of your project by eliminating the second story addition in favor of a roof addition over the existing first floor, and propose one story rather than a two story addition in place of the existing deck, as well as additional minor changes. You further explain that the changes will not alter any of the approved setbacks or lot coverage. However,your updated survey, dated August 1,2018, indicates a side yard setback of 13.7 feet rather than the 14.2 feet setback which was originally granted in Appeal No. 6588,because the porch is now measured at its northerly corner from the 6 feet by 10 feet proposed porch rather than the southerly corner. Due to the angle of the house,the difference is six(6) inches closer to the property line. I have determined that your request is de minimus in nature because the side yard setback depicted on the amended survey does not increase the degree of non-conformity, and further accept the submitted survey prepared by Nathan Taft Corwin III,L.S.,revised August 1, 2018,that shows the proposed attached porch having a 13.7 feet setback from the side yard property line as satisfactory. Additionally,this decision upholds the intent of ZBA Appeal No. 6588. Please be advised that all conditions set forth in Appeal No. 6588 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Build' Department. S a� eslie Ka es Weisman Chairperson cc:Michael Verity, Chief Building Inspector .rq'e�ro?r�. .+.:; .-' .,FFer'eeer+ -...�. •4e° r+�+v.. .,.,,. FFeCYao •u'r r� `°i'� r .seer ro°f - ' _. --�,. �\ �� °°'. .4r'32''£AE°?,.8.,T_xnwyr.t.•.easxvvs+xS`�;�f:. "..''."."�.''r4«�'.'°W»a'' .w•'T�' "• 'n• r�vrr urr wow v ti.�:rwx+v."ny�v'"'.�v�IT,dr6Y'x'vS�"?YJ4ST,£�%''".f' S�'bA;!A�r'�.r4.+.&:S.lg1� •?:.,"iT�.T.y' "rySS� �i v. F 1 BOARD OF SOUTHOLD TOWN TRUSTEES - SOUTHOLD,NEW YORK PERMIT NO. 9375 DATE: DECEMBER 12, 2018. ISSUED TO: DAVID SCHULTZ B,hCyr f' PROPERTY ADDRESS: 2745 WICKHAM AVENUE,MATTITUCK SCTM# 1000-139-2-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 12, 20185 r =f and in consideration of application fee in the sum of$250.00 paid by David Schultz and subject to the Terms 1+ and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the n following: v c Qj1QHrf: �1o/Oj'e Wetland Permit to raise in-place existing one-story,single-family dwelling 24 inches to a proposed FEMA compliant first floor elevation of 11.1' on a new FEMA compliant foundation, remove existing cellar entrance, and fill basement; demolish and reconstruct existing chimneys; \ construct new roof addition over existing first story to remain; construct f8'x23' one-story \ addition on southwest side of house in place of existing wood deck.to be removed; construct. �`1•/ 61x101 porch on southwest side of dwelling with attached 51x10' steps in place of existing landing and,steps to be removed; construct a 5.31x4.5' porch with attached 3.51x5' steps at rear =r of house; remove existing nonconforming sanitary system from southwest side of dwelling and -install new S.C.D.H.S. approved sanitary system on landward side of dwelling; remove existing 'y1�°•!g concrete block wall from landward side of dwelling; install a drainage system of leaders, 5 gutters and drywells to dwelling; and establish and perpetually maintain a 10'wide non-turf buffer along the landward edge of the tidal wetlands; and as depicted on the survey prepared ij5 by Nathan Taft Corwin HI,Land Surveyor dated August 1,2018,and stamped approved on December 12,2018. + IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 rr4 and these presents to be subscribed by a majority of the said Board as of the 126'day of December,2018. �g%3FFlit r �o f�i II'� ..�' - '•ra yy`�i I i arl �IC � :t'<I I q.O (I �� il�1 - u a �„ �F 1.?r�I . _ •.. v I j� r��t4 �,.. : ' f By 1-. 9'��� `I� e� � �r � �P r .,,tj'`. ^�•i � �.� .1f�i1,1 �y1i�D._�.: r,�.,,.'fir 1, ,1r��°°-,.n' ;:'�4���a�1el�o!•..'�.�h �, Sr���s�i,rlioi° _:... ..r1�9�d1�,l,l�ier! .,� j...�C6��lr QIe3��rr,-" '`�r S���o��yr�H°°° TERMS AND CONDITIONS F The Permittee David Schultz residiniz at 2745 Wickham Avenue 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 e3Stension 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. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and.deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. 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. 11. 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. gP 4�-1(02 x Glenn"Goldsmith,>President Town Ha11 Annex „A Nicholas I£rupsk ,, j6e.President '` 5,4375 Route 25' Eric Sepenosk` O Box 1l79' P.,. Southold,New York 119:71 LizGill"ooly. Ehzal eth:Peeples Telephone(63,1)766-1892 765;6641 $OARDW TOWN TRVSTEES September'14, 2023` TOWN OF'SOUTI40'' Robert E. Herrmann _ En-Consultantsa 1319.North Sea Road '; D) 3sl Southampton, NY11968 F 2024 RE DAVID SCHULTZ 2745 WICKHAM AVENUE; MATTITUC,K SCTM#. 1000-T39=2 Dear Mr. Herrmann,- The following,action was:taken by the Southold Town Board of Trustees at their Regular Meeting held on"Wednesday,,September 13 2023. 'RESOLVED that:the Southold Tawn Board=of'Trustees APPROVE the,Administrative Amendment-to Wetland'Permit 99375 for the as=built4 wide stone paver'"walkway and associated grade-level entry landings; as.built 14'x17'grade;level masonry patio;. and establishment of additional 5' wide non-turf,,buffer to b`e vegetated with native,plantings, thus'increasing.width of existing buffer from 10'"to 15',;and•asdepicfed on the"survey prepared by Nathan Taft-Corwin III Land SuN6ypn last dated July 16, 2023 and stamped approved on September 13°, 2023: Any other.;ac'tiivity within 100' of the wetland boundary requires:a-permit-from this-office. This is not an approval from any other agency: If you have any questions.,,please do.not hesitate"to contact this office:. Sincerely; Glenn Goldsmith President, Board"of Trustees GG/dd Glenn Goldsmith,President + Town Hall Annex A.Nicholas Krupski,Vice President �", � �.e'° 54375 Route 26 r P.O.Box 1179 Eric Sepenoski ' x _ Southold,New York 11971 Liz Gillooly r `Elizabeth Peeples 'Telephone(631)765-1892 •�`' ' , �, ` Fax(631) 765-6641 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2080C Date; September 13 2023 THIS CERTIFIES that the raising in-place of existing one-story,single-family dwelling 24 inches to a proposed FEMA com liant first floor elevation of 1 .1'on a new FEMA compliant foundation;remove existing cellar entrance,and fill basement,demolish and reconstruct existing chimneys construct new roof addition over existing first-stoKy toremain-,construct+8'x23'one-story addition on southwest side of house in place of existing wood deck to be removed,construct 6'x 10'porch on southwest side of dwelling with attached 5'x 10'steps in place of existing landing and steps to be removed•construct a S 3'x4 5'porch with attached 3 5'x5'stops at rear of house: for the existing 4'wide stone paver walkway and associated grade level entry landings;existing 14'xl7'grade level masonry paho: remove existing nonconforming sanitary system fl•om southwest side of dwelling and install new S.C,D.H.S.approved sanitary ystem on landward side of dwelling'remove existing concrete block wall from landward side of dwelling;install a drainage system of leaders gutters and drywells to dwelling•and establish and perpetually maintain an additional 5' wide non-turf buffer to be vegetated with native plantings thus increasing width of existing buffer from 10'to I5'aiong the landward edge of the tidal wetlands; At 2745 Wickham Avenue,Mattituck Suffolk County Tax Map#1000-13 9-2-3 Conforms to the application for a Trustees Permit heretofore tiled in this office Dated October 26,2018 pursuant to which Trustees Wetland Permit#93 5 Dated December 12 2018 was issued and Amended on September 13,2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for raising in-place of existing,one-§tory single-family dwelling 24 inches to a proposed FEMA compliant first floor elevation of 11 1'on a new FEMA compliant foundation;remove existing cellar entrance and fill basement:demolish and reconstruct existing chimneys,construct new roof addition over existing first sto1y to remain construct:E8'x23'one-sAo1y addition on southwest side of house in Rlace of existing wood deck to be removed;construct 6'x10'porch on southwest side of dwelling with attached 5'x 10'steps in place of existin landi nd ste s to be removed-,construct a 5.3'x4.5'porch with attached 3.5'x5'steps at rear of house: for the existing 4' wide stone paver walkway and associated grade-level entry landings'existing 14'x17' grade level mason atio: remove existing nonconforming sanitary ystem from southwest side of dwelling and install new S.C.D,H.S.approved sanita system on landward side of dwellin •remove existing concrete block wall from landward side of dwellin •install a drainage system of leaders utters and dEywells to dwellin • and establish and Rerpetually maintain an additional 5' wide non-turf buffer to be ve etated with native plantings,thus increasing width of existing buffer from 10'to I Valong the landward edge of the tidal wetlands The certificate is issue o avid Sch tz owner of the aforesaid property, Authorized Signature E. -*gw YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03288 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID SCHULTZ SCHULTZ PROPERTY PO BOX 624 2745 WICKHAM AVE MAT TITUCK, NY 11952 MATTITUCK,NY 11952 (631) 298-9340 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 707.074 NYTM-N: 4541.467 Latitude: 40°59'53.2" Longitude: 72°32'16.8" Project Location: 2745 Wickham Avenue, Mattituck, SCTM# 1000-139-273 Authorized Activity: Construct additions to the existing single family dwelling, raise the dwelling 24 inches, fill the existing basement with clean sand and install a concrete slab. Construct a new porch and steps, a new porch in place of the existing steps and add new steps. Remove the existing wood deck and cellar entrance, rebuild the existing chimneys, remove the existing cesspools and install a new sanitary system and drywells. Establish a 10 foot wide native planted buffer. All work shall be performed in accordance with the survey prepared by Nathan Taft Corwin III last revised on 11/6/17, and stamped "NYSDEC APPROVED" on 12/6/17. This permit resissuance supersedes the original permit and previous modification. ARNO-DEP The portion of the property landward(east/southeast) of the 10 foot elevation contour line, as shown on the aforementioned survey, is beyond the jurisdiction of Article 25 Tidal Wetlands. Permit Authorizations Tidal Wetlands -Under Article 25 ' Permit ID 1-4738-03288/00002 Reissuance Effective Date:'12/6/2017 Expiration Date: 10/6/2021 Page 1 of 6 +• StW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-03288 NYSDEC Approval By acceptance of.this permit;,the permittee agrees that the permi nt upon strict compliance with the ECL, all applicable regulations, and.a nd' ions included as part of this permit. Permit AdministratorVAWIE ND, Deputy egional Permit Administrator Address: 1 Head arters Brook�5 Circle Rd 1179 -3409 Authorized Signature to 171 �Gl 201 Distribution List EN-CONSULTANTS Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITTIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III last revised on 11/6/17, and stamped "NYSDEC APPROVED" on 12/6/17. Page 2 of 6 `w gyfFOj,� BUILDING DEPARTMENT- Electric I:Inspector TOWN OF SOUTHOLD, a NOV - gg 2019 4-- Town Hall Annex- 54375 Main Road - PO Box 1179 v - Southold, New York 11971-0959,' Telephone (631) 765-1802 - FAX (631.)*,.. 76 7 °' rogerr D-southoldtownny.gov- seandCcDsoutholdtoin nnV.d6V. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: to 3o i Company Name: Name: ewe �n K License No.: Z- m c email: OX,, 0We s e, C. vs Address: Pfe -, kU Phone No.: C �7-4 JOB SITE INFORMATION (AII Information Required) Name: Address: L Cross Street: Phone No.: Bldg.Permit#: 4346 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Z 57D 574 t0 4:S P_ryr C- Circle All That Apply: Is job ready for inspection?: YES "_"/ Rough In Final Do you need a Temp Certificate?: ! NO Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: -2LL_A #Meters Old Meter# ' New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Undergroun - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 5o P� �l-IaJ��► Request for Inspection FormAs �O�Og�FfO�,�co Gy< BUILDING DEPARTMENT-Electrical Inspector y m TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-9 02 Temporary Certificate # Date // 2 2019 Customer Name Sch vl Electrician.Name w N& Address Phone e-mail e-mail p riG•U Phone License# 72 — Size - 2=CZ,,2 A Phase _Overhead Underground' #of Meters Remarks #of Underground Lateralsl 11 2 New _ "H" Frame or Pole HI P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifica 'on is v r' 0 a from the d bove. Authorized by _ �S�FFoc,�oo =�0 Gyp BUILDING DEPARTMENT-Electrical Inspector �„ TOWN OF SOUTHOLD o �► Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631)765- 02 Temporary Certificate # (, Date //9 2 2019 Customer Name r c) e Electrician,Nam NG Address �/,r G , Phone e-mail e-mail Q /iG•U Phone License# 2 — Size_2 CD A Phase�_Overhead underground' #of Meters Remarks #of Underground Lateralsl 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifica ' n is v r'90 from the d bove. Authorized by +l t BUILDING DEPARTMENT-Electric 1411nspector J i TOWN OF SOUTH OLD •' ':. ; ` " :0 gg 2019 Town Hall Annex- 54375 Main Road- PO BoxNOV 1179 C00: Southold, New York 11971-0959 / OAy�74 Telephone (631) 765-1802 - FAX (631).76595 'L" rogerrOGsoutholdtownny.gov seand south 'oldt own ny qo - AP'P.LICATION FOR ELECTRICAL INSPECTION° ELECTRICIAN INFORMATION (All Information Required) Date: to 3o i - Company Name: . . h Name: 1n License No.: 2- wl c email: 0 ujevl 0 dLj e ns J c, nc,. us Address: . _ Phone No.: &z,4 JOB SITE INFORMATION (All Information Required) Address: V Cross Street: Phone No.: _ Bldg.Permit#: 4 316 Z email: Tax Map District:_ . 1000 __Section: _ . _-_ ._._ Block:. - _ Lot: - BRIEF DESCRIPTION OF WORK (Please Print Clearly) nI Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: / NO Issued On. Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size:2L -A #Meters Old Meter# . __ __ New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Undergroun -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information:. PAYMENT-DUE-WITH-APPLICATION Request for Inspection Form.xls 1X 6 IN ` �___7E� �v ; ! BUILDING DEPARTMENT-Electri +Jiispector ` a TOWN OF SOUTHOLD N� g Town Hall Annex- 54375 Main Road PO-Box 1179 20i9 Southold New York 11971-095.9 Telephone (631) 705-1:802 - FAX (631�, f8 3 s r er. outhoI townn: ov wand southoidiorr n o °PLI _ 'TON FOR ELECTRICAL INSPECTION: 4 ELECTRICIAN INFORMATION_(All information Required) Dat [p so / Company Name...., Name: dwea� _)a L"rcense No.;... . E email c�efn Oc�e�n �`]\ .f), wt C.• (7 S Address._ . Phone.-No.: Cp . 67-4 JOB SITE INFORMATION (All'information Required) Name:_._ Address: --- — .Cross Street: Ij Phone No.: BIdg.Permit#: emall Lot istrict:- 1000 Sectlort Blodk. L Tax�Mr BRIEF DESCRIPTION O` UVORK(Please Fritjt.CtearC� _... Circle All.That Apply: Is.job ready for inspection?: YES Rough In Final 'Oo-you-need--a-Temp-Certifica#e :- - %,:NO:.......__..... - Temp information:. (All information required) Service Siz � .3 Ph. Size:: _.._A #;Meters.._..._.. _..-. ...... =New_�S��twFire Reconnect= Flood Reconnect-'Service:Reconnected ' Undergroun -Overhead:. Under round Laterals- 1 . '2 H Frame _Pole: Work done on:Service? Y .N Additional Information;:. PAXMENt DUE VY1TH APPLICATION Request for Inspection FormAs PERMIT# Address: Switches t � F Outlets GFI's Surface I - Sconces H H's UC Lts I V l ( C" I 9� C�409 Fans Fridge 1 HW Exhaust Oven CCU Dryerl'/1� Smokes DW Service ' Ciw/4- . I Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: Scott A. Russell STO�J�I��][WAT EIR... SUPERVISOR _ IMANAGEMENT SOUTHOLD TOWN HALL-P.0.Box 1179 Town Of 1JOZ���O�� 53095 Main Road-SOUTHOLD,NEW YORK 11971 �. CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES 'THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) ' Yes No [►� 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. [El 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. 0 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, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your protect. 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 wi U your Building Permit Application. S.C.T.M. #: 1000 Date, APPLICANT: (property owner,Design ProfessionaL Agent,Contractor.Other) District ' (� i�9�Da r�fl o03.t7a NAME: �rL���Ucfiu/� Section Block Lot FOR BUILDING DEPARTMENT USE ONLY" Contact Information v-3/✓.6,79''31 Z� rr.irom q.� ,t Reviewed By: — — — — — — — — — — — — — — — — Date: i Property Address /Location of Construction Work: — — — — — — — — — — — A woved for processing Building Permit. a7 q5 uvie 4to brie El ormwater Management Control Plan Not Required. ek Stormwater Management Control Plan is Required_ (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 1 ' APPLICANT: S.C.T.M. 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ,, / /39,00 o-2.oa a3, Stormwater Management Control Plan CHECK LIST NAME: i1 Edw Section Block Lot " 2 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P Pnnt Date: � � The applicant must provide a Complete Explanation and/or Reason for not providing �p , �3�Z (��25// °1 all Information that has been Required by the following Checklist! SlgneturcCdTdweone Num�,: 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. DRAINAGE D c. Existing-Natural &Man Made Features within 500 L.F. Rg at _ of the Site Boundary as required by§236-17(C)(2). a d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. aC ' e. Limits of Clearing & Area of Proposed Land Disturbance. that the drainage has f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, r._ driveways,sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& Li proposed structures. RA Y I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). ti i*6 "IN OF5 :--- M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing somMEN1 CONTROLS that the Stormwater improvements are sized to capture,store,and infIltrate ER OSION K on-site the run-off from all impervious surfaces generated by a two(21 inch Shall include but not a limited . rainfall/storm event. A well maintained Construction Entrance, 3. Details&Sectional Drawings for stormwater practices are required for approval. Backed Slit Fencing, stabilization Items requiring details shall include but not be limited to: Seerfing of Pxposed and/or inactive soils. a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.Q.infiltration basins,swales,etc.) 7FFReviewed ENGINEERIN EPAR ENT USE ONLY**** Additional Information is Required. El Stormwater Management Control Plan is Not Complete. & - - - - - - - - - - - - - - - - - - - - —By: j Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department. FORM 11 SWCP Check List-TOS MAY 2014 i N ro" mA�7 SURVEY OF PROPERTY �° 4so �P� y= SITUATE MATTITUCK I TOWN OF SOUTHOLD o= SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' o� MAY 16, 2007 C� / JANUARY 20, 2010 UPDATE SURVEY �h• �' MARCH 9, 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM plc t �• i'^�I 1 c^ Mt `� �� ,.� ~��� r�•r„� �`t�"'!`''" � �`� `� APRIL 30 2012 ADD NOTE FOR HOUSE TO BE RAISED 16 k •�' oc�. Ir•'(i . I .'. ,.:L'i` ::f:�i.G.i,.: ' !J^1 '{ MAY 10, 2012 REVISE NOTES SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES OCT 2 5 201 MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX. ` - _ __ . � `- -• �(J.-l�-���� NOVEMBER 6, 2017 REVISE PROP. ADDITIONS MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02 27/2018 AUGUST 1 , 2018 REVISE PROP. SEPTIC SYSTEM TOTAL AREA�, QPe- / •R o � � 0 5.9 � � _____...._. E;✓r3i:�..,..,:; � E - 7,280 sq. ft. G F I-t -E n�. ; _.ARS' E".. .di., r,.��'t t:: 0-rrk '�;J'.tv I (TO TIE LINE) 0.167 cc. c� cam, �' o� T/��_'F �°, aF ��� / �-ST �______-______ _! UPLAND AREA = 7,141 s q. ft. G�ETglO WETLANDS AREA = 139 sq. ft. Abandonment of exi,t' , �-�---• EXISTING L 0 T COVERAGE OVER w s 1n sta,lzta s stem rT1.� x t.i� 4 C 0 V c w UPLAND AREA 7 14> s t. I 'Ic in C011f 3 d conform ance�n � q f ti W cc u,'1�t� �- d1, 4 . de •..t,. rmit •.., � - a a p `rn�n,re i,u submit•s• en U \�T° I s�o ,y°..:...... r`";:; :. :. ::.:..:::.::::�:�:;:. �``� w o `� �� CO'Il ?Arf;Ct f�.,�. 1z�; 0 lFso 50 0 ;' ........ o N @G� �S L_.__p __.... ..__rxll�/1- DESCRIPTION AREA % LOT COVERAGE as of. o h EXIST. HOUSE 1 ,079 sq. ft. 15.1 s / ez : : ;:R ti \ EXIST. W00D DECK 228 sq. ft. 3.2/ 0 F 5.....................:::::.::::::..:....... 6.1 y d s .o ::::::.:::::::::::::::::::. ( EXIST. GARAGE 373 s ft. 5.2/ FS 5.E T T .0,�..:....::::::::::::.::::::: q O ...................................................................... I ..._ ......... ................... ................................................. ........................................................................ ........................................................................... S .. ..:: ........ ,,.. �., TOTAL EXIST. 1 680 s t.d o �i/'ti/ p�o/... <v �� .,. r tr•• a 7 r r 1,rt,:.•,.. .. .� Tho o f 23.5/ ti 0 r' ..r r \• oS O � , r r i.,l .dl. .. . .:."Y ............ ..................... ... /i t• •� . ,.t .'1� ... � S � .� \ o (, S,.�iry.t .C PROPOSED LOT COVERAGE OVER O 1 -.. % t; • . r t 5 o ::.. J;:;:`ST:.4 c ,� (,:?u Lk���. ,?1C.tt�, . $ a�ti Sl / .:. ::::::::. ti/ I \ ,4,., .;,, UPLAND AREA (7, 141 sq. ft.) '�':.:.:::::( ti.. Zi tie': t c� �'� / C t l�, 7 ....... ... ................. .. .. ........................... ................ ........... ... .:... \ \ r rj l,r i � 'po .4 + •../ �.:;::;:�:.:::� :::: ::::::::::..:::::: .:.::::::.:::::::::::::::. \ � � � ._.....__. DESCRIPTION AREA % LOT COVERAGE � 0 0• O � o T r � � r , r PROP. HOUSE 1 ,267 sq. ft. 17.8/ S ``� UPS, I s :. o . o ,oS :F .:::::.::. .. ..., .......................... .5 PROP. PORCH 60 sq. ft. 0.8/ . :.. NOTES: Y::: �: ......c .::.::.:::.::.:::.::::.: ................... � .... ::::::::::: :;:;:.. : EXIST. GARAGE 373 sq. ft. ° F .................... . f:.�::: .J::::. " �v 15.0 G S a E 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM :.:/,°.�. .:., . ro/s, 4 J•� G �N ° / A o TOTAL PROPOSED 1 700 sq. ff. 23.8% d 9 to/s - O pv` :.:.:: / q EXISTING ELEVATIONS ARE SHOWN • 10.0 ` :::::::::::`:::/.:.. :. F -, e�ti ;...F �' �f o EL T E WN THUS. RFoo F c /y \,, �° O� o`t� ,.. / F 2. FLOOD ZONE INFORMATION TAKEN FROM: ...... :. ;:.� ,� : s o o .S ,...�,.. � � c�,° a... ,.�.st-•.� �l r=i x FLOOD INSURANCE: RATE MAP No. 36103C0481 H 5.5 .0 e'• \ .� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ° AUG Z Z 2018 0?' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. . . Fti .'::':': l ��� FR °rFR c / " ` �.... Ne F 10.2 % S oc RF F o 1-0.HEALTH SERVIC S 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND ... R ; �. �o s x F rFAs s� yoti Q� EXISTING LOT COVERAGE OVER �'��aAStEWATERIA REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �s 6 ' �'/ti �-- 10.8 ' I .�' t�ti a -----` ��� � ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / / � ` co �eyp' 74.2 �.) i I Jam.;' o o (AREA BETWEEN LANDWARD WETLANDS- LANE 9 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4 'o� ` x �y\ X I AND 10' CONTOUR LINE - 5, 115 sq. ft.) 1 .6 I 15.9 I O ^ vL 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. / Miy I S DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. � / � x� 'IV M- I �Z� " 6 /s� \ \ �0.8 S� ��a. x 15.2 �y c� o o `cam o EXIST. HOUSE 1 ,079 sq. ft. 21 .1 -4i rs�Fti�F°Fs 1 rO�'e �' I tic �Gti I �' ��< EXIST. WOOD DECK 228 sq. ft. 4.5% 0 PROPOSED FUTURE 50% EXPANSION POOL os�.s o� q� ' ° °rFtio�Fo°o 1 G/�O/tip �ra�Q,9 �'1 I ° o �n�2 F�(i jrL q ^ � 3J / / x8 I cv �O �F �F ''O�CF °. ° \ �' TOTAL EXIST 1 ,307 sq. ft. 25.6% e ti c' y 7-A T j1�` �.3 J°�' °,�scq'f'gc � ° `�' PROPOSED LOT COVERAGE OVER otio ADJACENT AREA � (AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8 DIA. X 2 DEEP LEACHING POOL / /,0 K O' ti0 4040 I �< `� �� / N `°. . \ „ •'• G AND 10' CONTOUR LINE - 5, 115 sq. ft.) ID 04 ��a �T I c°tic �°� l D qsp l v DESCRIPTION AREA % LOT COVERAGE PROPOSED 1 ,000 GALLON SEPTIC TANK \�j'�\ 01, f / _ a ° qy ° PROP. HOUSE 1 ,267 sq. ft. 24.8°0 F 1 . \ , a ti v ° ° �`�" ��• ry6. 1 ° . . ,!a . °. . :o �,� PROP. PORCHES 149 sq. ft. 2.9% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �� / �/ I} a A & STEPS OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1 40 / aa�B�� I / o `� TOTAL PROPOSED 1 ,416 sq. ft. 27.7% 0 �� p / PATH IN DIRT j ;�7 v a ° 4N CALCULATIONS: 0 . 7: DRAINAGE SYSTEM I., v 0 ° a . •. °." •.o, o , °� o �o HOUSE ROOF AREA: 1 ,348 sq. ft -" / 14.1 MiN l / 1 ,348 sq. ft. X 0.17 = 230 *Cu. ft. �i ti �' IV 230 cu. ft. / �42.2 = 5.�5 vertical ft. of 8' dia. leaching pool required Qv� / w / °� N / PROVIDE (3) 8 dia. X 2 high STORM DRAIN POOLS / ,� J / / x \ GARAGE ROOF AREA: '573 sq. ff. 373 sq. ft. X 0.1 it = 64 cu. ft. +Q0 I '00 h0& 16.5 ,off/Lp /x- 64 cu, ft. / 42.2 = 2 vertical ft, of 8 dia. leaching pool required / w F / all PROVIDE (1) 8' dice. X 2' high STORM DRAIN POOL 1::`�' *� \ h z`°.:::: �� PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 >:: ::`:: :::::: TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' a. eD' 17.61 ° a �'� vi UNAUTHORIZED ALTERATION OR ADDITION a a p�, IYgY v . a/.° x �10/h, �G P�-� PROPOSED SEPTIC SYSTEM DETAIL �ri�' SECTION 7209 OF THE NEW YORK STATE HOUSE o HIS SURVEY IS A VIOLATION OF ° MIXED FINES, LOAM AND SAND0�����G EDUCATION LAW. ELEV. SE (NOT TO SCALE) d Pv ° a vS�� TE COPIES OF THIS IIVEYORVEY MAPKED NOT SEAL OR FINISHED GRADE FINISH GRADE a ap EMBOSSED SEAL SHALL NOT BE CONSIDERED ELEV. 10.8' ELEV. 10.0' - 14.0' EOQ�QE TO BE A VALID TRUE COPY. 4 CERTIFICATIONS INDICATED HEREON SHALL RUN PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY 1' MIN. TOP EL. 8.6' .� ' EL. 1.2' : :. ! IS PREPARED, AND ON HIS BEHALF TO THE TOP EL. 9.8 1 MIN. 4,7' TITLE COMPANY, GOVERNMENTAL AGENCY AND MIN. 4" DIA. 6 �, LENDING INSTITUTION LISTED HEREON, AND SEPTIC LEACHING T 3' CLEAN 0 THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. APPROVED PIPE TANK cn APPROVED PIPE LEACHING N SAND INV. EL. POOL oo - min. PITCH 1/4"/1' c min. PITCH 1/8"/1' � POOL I COLLAR 8.9 - INV. EL. 7.8' O INV. EL. 8.5' INV.' EL. THE EXISTENCE OF RIGHT OF WAYS AND8 O' ° 8, I`1 ORD, IF ANY/NOT SHOWN OR EASEMENTS ARES NOT CGUARANTEED. WATER IN PALE BROWN FINE SAND SP CO�pAN DISTRIBUTION POOL OF CA T`j III BET. EL. 4.2' BET. EL. 6.1 HIGHEST EXPECTED GROUND WATER 11I I,I PREPARED IN ACCORDANCE WITH THE MINIMUM 5 POOL SYSTEM ELEV 2 2' 0 ABi STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin 1,1 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED GROUND WATER AS PER TEST HOLE FOR SUCH USE BY THE,NEW YORK STATE LAND SEPTIC TANK 1 ELEV. 1.2' TITLE ASSOCIATION_ Land Surveyor 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) � ° ! 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP �y` �PF 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 s ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 9 5 POOLS; 2' DEEP, 8' dia. ,` < <�_ 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". P i s Successor To: Stanley J. Isaksen, Jr. L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ? ;• I , ; LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Joseph A. Ingegno L.S. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. / 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �� d r' '.j Title Surveys - Subdivisions - Site Plans - Construction Layout 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. tti ., a / PHONE (631)727-2090 Fax (631)727-1727 +;:. ;•l� '! OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 y' 27-142E o� 0 N G� m�m SURVEY OF PROPERTY 3,Oo G�,O�G S SI T UA TE P 1VIAT TITUC]K =�J TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 °o SCALE 1 "= 10' o° MAY 16, 2007 C�v JANUARY 0 SURVEY / MARCH 9, 2011 ADDED PROPOSEDADDITIONS Dom. s2° APRIL 12, 2011 REVISED MAP �� rG� OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH S , DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM 0, 0�, q,�, Fo APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" k k F iD � cF°F MAY 10, 2012 REVISE NOTES TOTAL AREA = 7,280 sq. ft. \� I (TO TIE LINE) 0.167 aC. UPLAND AREA = 7,141 sq. ft. v P Ro WETLANDS AREA 139 s ft. °NT q v X Q� EXISTING LOT COVERAGE OVER o v II, 3 ° ''' '�'d 'S/ L UPLAND AREA (7, 141 s �o U ::::::::::: 2,y z ^7 i \r>°� I s�Ooo �° :::::::::::::::o`: :`:.::.:?.: :::::......i:... Z �F@�'�j_ UO DESCRIPTION 0 er4 FOs S:?`r �AP::>` i:;::, o ��/� AREA / LOT COVERAGE �'� O EXIST. HOUSE 1 ,079 sq. ft. 1 5.1 / oe �:: 4:4:4i1i........ i1::F � e G`J, a:?a.'':i:;?;: :::r::.:. t�� EXIST. WOOD DECK 228 sq. ft. 3.2% II, e s.1 ....:::.......:......... . .......:::::.:.::..:.:.Fj, / s �y m moo/ �P4/�sTo �� �' s� EXIST. GARAGE ° Ti s P o �� 373 sq. ft. 5.2/ 1 `7` O F S ?- ... S 9 A ti d s o + / ...................... ...............................„.I................ �/ v ` / '�'�-d . <c, TOTAL EXIST. 1 ,680 s ff. 23.5% :..r ..I'll�..... :...�r...:.....r.:::::::.:.::..:.:: ................... �� ,JS�:'• .O "....'.''`:?:ii:ii?irri�'' .:ii?i?:i:?:ii?``:r:i::. ::(:?:i:i::E:i:i?:/O ��� `'.i(ij::: ::,,r :.......... .:?:::....., \ �' PROPOSED LOT COVERAGE OVER O ................. .....:...:..... .S S� �7 ....... X .............. ° UPLAND AREA (7, 141 s t. � J c ;::..ti..: .::. �:: �/ 7 4... / 3' o �Iz? � \...: O ' F1s`.'T/os :::::::;;CD �cv :. ......:'..........: \ L DESCRIPTION AREA / LOT COVERAGE .� PROP. HOUSE 1 2 \ �, L 67 s ft. 17.8% �v}�e �F � q ......................... S, O .4 O�J......::::.;.. .......... ..... o o \ `' PROP. PORCH 60 s . f ° .:'.....:..... .:;":"""": ..........:..r: :...:.:>."".:?i.>.;':..: 8.S t. ....... \ q 0.8/ NOTES: e . :��' " ;::;;::. . :::::::: �.. . ........::::::::::::.....:':: :............... ... x c) EXIST. GARAGE 373 s ft. 5.2% \ � q. ... .... ......:......... ......................... 1 . ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM ;� o� :.':'1 rF+i .: �� 15. \R�s .. .................. EXISTING ELEVATIONS ARE SHOWN THUS. 10.0 ..:... :' ' eF goo sr, z cir \ �; P TOTAL PROPOSED 1 ,700 sq. ft. 23.8/ ........................................ e ti � - 'QFy,°O F' G'� 0 s R 0 q ...... ...... T c� 2. FLOOD ZONE INFORMATION TAKEN FROM: l ... ......... FOFA o o .'I '.:I:I:`:I:I:I:I '::I ::a:;;;.:. ........................ . . / v FLOOD INSURANCE RATE MAP No. 36103C0481 H six 1 S ��Fc 0 ........ oG \ oS ............ .....:.. :.:::.:::. 1 ..................... . TF . I. I ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 9.. ,s ? :`:: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \��r� cy �� �':� .:.:•-::: 3. EXISTING SEPTIC 'SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND x 10.2 EXISTING/- ,6.81 �, `�� ° NG LOT COVERAGE OVER REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �� �.s � �w,ti ADJACENT AREA 4. MINIMUM SEPTIC "TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / _',: / ` p°o�C ��10?�• 14.2 S) I I Jv p o ° (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP ED �T / x1 .6\ AND 10' CONTOUR LINE - 5, 115 sq. ft.) 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. / �o, ? \ �\ I / �� I o .y` A'�N ` I I z DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2 DEEP, 8 dia. � ' ��� X�.a 9?? 10.8 SJ 3�3• x c� ° v s� EXIST. HOUSE 1 ,079 sq. ft. 21 .1 tiC �° 1 ��0 17 I G� EXIST. WOOD DECK 228 s ft. 4.5% PROPOSED FUTURE 50% EXPANSION POOL �sFs o� Q ' °y rF °�F000 \per �,Q� °� °. ° ° <<Z q' < t y J x { qC ° o O F ^ 'M F o F TOTAL EXIST. 1 ,307 s ft. 25.6/ �e ti ��, �U 7 F} i q S7 7.3 �' G' 7 9 C/c�qT� 071 a �0� o. 0 �s °3' �'QqG, ��• ��' �° ° `?' PROPOSED LOT COVERAGE OVER �sI � ° ADJACENT AREA PROPOSED 8' DIA. X 4' DEEP LEACHING POOL U �� y F / e �� ,ti P N a , ° (AREA BETWEEN LANDWARD WETLANDS LANE �0 Q�`�0 S / \o ` ` ,,3 o�G /. N \ ° . • ° �� AND >0 CONTOUR LINE - 5, 1 15 sq. ft.) / I G ^ <� DESCRIPTION AREA % LOT COVERAGE �i / U � 05 � 9.2 / °ti° �G� D` ° qsA zo / 4 �R 1 .8yq�r u ° ° y PROPOSED 1 ,000 GALLON SEPTIC TANK �� � �Gs ° ��/Z a ° ° �� PROP. HOUSE 1 ,267 sq. ft. 24.8% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y� / f / / 12.7 �� O / �� PROP. PORCH 60 sq. ft. 1 .2% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 0 '�'° o TOTAL PROPOSED 1 ,327 sq. ft. 26.0/ (� •t PATH BLOC I U ���� p / // •I PATH IN DIRT c PLANTER �� DRAINAGE SYSTEM CALCULATIONS: / ROCK HOUSE ROOF AREA: 1 ,327 sq. ft. 141 MN I ^ vo ° ° �o�sPy 1 ,327 sq. ft. X 0•.17 = 226 cu. ft. �, v v ° �o ��//\ 226 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required �/ I41 PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS NN / x GARAGE ROOF AREA: 373 sq. ft. 373 sq. ft. X 0.17 = 64 cu. ft. .00 64 cu. ff. 42.2 = 2 vertical ft. of 8' dia. leachingpool required / , A�tio / x 16.5 PROVIDE (1 ) 8 dia. X 2 high STORM DRAIN POOL . . ::: PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ' 1 TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' 2O 17.6 PROPOSED SEPTIC SYSTEM DETAIL of °/ ° ° ��� 0 BI x HOUSE (NOT TO SCALE) d �' a GA G ��R ELEV. 10.5' ' l� UNAUTHORIZED ALTERATION OR ADDITION ° A �� P TO THIS SURVEY IS A VIOLATION OF FINISHED GRADE FINISH GRADE MIXED FINES, LOAM AND SAND ALI O���VVC EDUCATONSECTION Z09 LAW. THE NEW YORK STATE ELEV. 10.0' ELEV. 10.0' - 14.0' ° v �S�S Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR P� TO EMBOSSED V SEDLTSHALL NOT BE CONSIDERED TOP EL. 8.3' 1' MIN. TOP EL. 6.7' -1' MIN. 4' CERTIFICATIONS INDICATED HEREON SHALL RUN MIN. 4" DIA. 6' PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC LEACHING T 3' CLEAN EL. 1.2 4 7, ! IS PREPARED, AND ON HIS BEHALF TO THE APPROVED PIPE TANK APPROVED PIPE LEACHING r� f SAND TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. POOL oo cA rriin. PITCH 1/4"/1' min. PITCH 1/8"/1' POOL I COLLAR LENDING INSTITUTION LISTED HEREON, AND 7.8 INV. EL. 6.9 l C TO THE ASSIGNEES OF THE LENDING INSTI- INV. EL. 7.3' INV. EL. 1 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7.1' THE EXISTENCE OF RIGHT OF WAYS O/F LI I`i D ORD, IF ANY, NOT SHOWN TARES NOT S OF CGUARANTEED. BOT. EL. 3.7' DISTRIBUTION POOLPOOL OF BOT. EL. 5.2' GROUND WATER IJ� IXE pA� ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP & CO PREPARED IN THE MINIMUM SEPTIC TANK 1ol�TABILI�� STANDARDS FOR TITLE ORDASURVEYS NCE H AS ESTABLISHED LEACHING POOLS (5) L BY THE L.I.USE AND APPROVED AND ADOPTED Nathan Taft Corwin III FOR SUCH USE BY THE NEW YORK STATE LAND 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. TITLE ASSOCIATtON-- 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ' � �� �� �. Land Surveyor 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,300 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. 3 W L L THICKNESS SHALL BE A SHAIML CONTAIN A TOORCNG THICKNESS RES S6 AN AND APPLIBD BOTTOM THICKNESS OF 4 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) // �r1 p,F7- ®f? LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. a` r 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. , ` .A �1-� Successor To: Stanley J. Isaksen, Jr. L.S. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). � .x, ,(. y 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH A MAX. TOLERANCE OF t1 4' S l' fi;?';..Y Joseph A. Ingegno L.S. ( ) 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �� \a = 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. Title Surveys - Subdivisions - Site Plans - Construction Layout 4 {'' •? � p PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 27-142D N o' SURVEY OF PROPERTY ° 0 4s= SITUATE OP�� Q ci MATTITUCK v� TOWN OF SOUTHOLD o= SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' MAY 16, 2007 Cyr / JANUARY 20, 2010 UPDATE SURVEY MARCH 9, 2011 ADDED PROPOSED SD MAP ADDITIONS APRIL 12, 011 RE 2 OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH S, f Alc� DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM St �I 0 ?'o F APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" MAY 10, 2012 REVISE NOTES F q�. OP SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX. NOVEMBER 6, 2017 REVISE PROP. ADDITIONS TOTAL AREA = 7,280 sq. ft. n `/,��� �y/� (TO TIE LINE) 0.1 67 ❑C. QQQ 'R O Ci 5.9 I x.Q qa-r 1 v' m if a / e� o sFo 4 �otio UPLAND AREA - 7,141 sq. ft. ti 1 onor� rolo s ��` T�S .2� NY S D E C �/� WETLANDS AREA = 139 sq. ft. �� F�FgTOF � APPROVED AS PER TERMS �D� v ° �/ � / dfi ,�/ q AND CONDITIONS OF '� /'I''``s �,�?u / ti r �p �io� ���\� PER NO�" 73e`OJ�9 000Oa sy�C DATE o � v � EXISTING LOT COVERAGE OVER x .q c 0 UP'Y U LAND RE 4 s° AREA 7 > 1 t. W y c � ( all• C 3s Si a w d / q f ) .y U \moo l so ry°::::::r : :: :::::::: ':::;::;.. N I LU N ����'�}- (�� DESCRIPTION AREA % LOT COVERAGE � . ft. 15.1% •..... ......... EXIST. HOUSE 1 ,079 s T co- .o ....:•::::;:;:: ::: .. �J q r7 i o s. :::::: Q 7, . P ti I�'`>>:': ::::::::::. �' EXIST. WOOD DECK 228 sq. ft. 3.2% dl, Q- ...........................................................::::��` /s '°i�V':.: :::::::':: / :;:;:. y d s .o ;;::::; :..::::::::::::::::::::: s EXIST. GARAGE 373 sq. ft. 5.2% / �. T .O ..........::::::::::::::::::::. 5.8 .............................. . O S 9.O X. s C'7 / o d ................. ..... .... ° / �, ^r TOTAL EXIST. 1 ,680 s . ft. 23.5% / / 'P q S ti .... :: o ' PROPOSED h S d . , fi o L O T COVERAGE OVER J...S ° UPLAND AREA 7 141 s t. Sl / ( � q f ) 0 St `i is i:.:. ::::::::•: DESCRIPTION AREA / LOT COVERAGE 'v Alp \ v v '1'/d •:::::::::. �� PROP. HOUSE 1 267 s . ft. 17.8% jb rn q S S �p •'' O'. O .... °ZO ° ;:; PROP. PORCH 60 s ft. 0.8/ S d.co ?-::t?>...... :: ........ .............. 5 1 G NOTES. ;: :: ` x o EXIST. GARAGE 373 sq. ff. 5.2% , . ' .J..... ':.:::::: .. .......... 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM ::. ,m.�:::::.: r° s : :::: : :.:: ;;:'; :;;:' J•� G N ° ll z erryro's ........::;;os...,,:;: �0 TOTAL PROPOSED 1 ,700 sq. ft. 23.8/ EXISTING ELEVATIONS ARE SHOWN THUS.- � � E O O 2. FLOOD ZONE INFORMATION TAKEN FROM: "Q"� ::. s o x C -. I \m FLOOD INSURANCE RATE MAP No. 36103CO481 H \ . Ti S?� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED t ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. j::::: RSF�` poeRy�o F „`, v / o 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND / N, � F ` R�.,��' So s / x 10.2 'c\ � srF'O.s Res '�oti EXISTING LOT COVERAGE OVER REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 7s �`'/N �- 108 Iti`� ° �9 ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,000 GALLONS. / \ \ 0oti %a .2 s� J� o �° (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8 LONG, 4 -3 WIDE, 6 -7 DEEP /... x AND 10 CONTOUR .MATE - 5, 115 sq. ft..) > > » , ► " I lgrq , / 1 M ?� x1 .6 1 15.9 I I O 0 CO 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 s ft SIDEWALL AREA. o• i JY $' '� DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. q }y X:�.4 . \ \N , I ryN n� I y� a o G ° 1rTo�esti' 1o.a S7 1o�, x ,s.2 �y c�,y I ° :° . $U11 o EXIST. HOUSE 1 ,079 sq. ft. 21 .1 1 0 \q0 - sFFti°�F�ossA 'Qr� 1 c �otio EXIST. WOOD DECK 228 sq. ft. 4.5% PROPOSED FUTURE 50% EXPANSION POOL q TOTAL EXIST. 1 ,307 s ft. 25.6% r��y �4 J ^ y�My� JJ / XB. .:. I \� �F �F °• : �Z ' q ST 7.s $ �Oa w 7�� �0 ��� o,Q \off 1� qc ° PROPOSED LOT COVERAGE OVER ��IMF o o d X s� n- ° ADJACENT AREA itsF �' (AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X 2' DEEP LEACHING POOL Q\U / yo eo ryN °: : \ ° ° a AND 10' CONTOUR LINE - 5, 115 sq. ft.) () 'I / c� , c / G 05 DESCRIPTION AREA % LOT COVERAGE PROPOSED 1,000 GALLON SEPTIC TANK '� do °R ° ° PROP. HOUSE 1 ,267 sq. ft. 24.8°° rybti ° ° /° o o s� PROP. PORCHES 149 sq. ft. 2.9% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y� / �/ /,2 0� ° a . ° �� L��--� & STEPS .7 OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. `� Q � ° ' `\ ' `� TOTAL PROPOSED 1 ,416 sq. ft. 27.7% / \/ C) / / CONC, BLOC \ rya\\ q U PATH IN DIRT I Y .R '\ PLANTER wO DRAINAGE SYSTEM CALCULATIONS: / / HOUSE ROOF AREA: 1 ,348 sq. ft. 14.1 $' � / .7 1 ,348 sq. ft. X 0.17 = 230 Cu. ft. ti l - MrH 230 cu. ff. / 42.2 = 5.5 vertical ft. of 8' dia. leaching pool required / ° V PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS ,y� / cy / x \ °. GARAGE ROOF AREA: 373 sq. ft. ,�3 373 sq. ft. X 0.17 = 64 cu. ft. ��oA0 ' •OQ /x 16.5 �0 2� ° 64 cu. ft. / 42.2 = 2 vertical ft. of 8 dia. leaching pool required PROVIDE (1) 8 dia. X 2 high STORM DRAIN POOL ;:'<'.::'*� PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: :::':::.:.:'..:':':' TEST HOLE DATA (0 / a :f (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' O, ��• '� 17.61 ° PROPOSED SEPTIC SYSTEM DETAIL 00 �° ° x' olF �1 UNAUTHORIZED ALTERATION OR HOUSE (NOT TO SCALE) a 9y 9 ' •l ,v 1AGA \�\G P\�� TO THIS SURVEY IS A V OLATION OF ION ELEV. 11.1' FINISH GRADE ° a. MIXED FINES, LOAM AND SAND ALI O��g\\G EDUCATION SECTION 2LAW. FINISHED GRADE 09 OF THE NEW YORK STATE Q ELEV. 10.0' ELEV. 10.0' - 14.0 e ° ' ° vS�S THE LANDUHRVEYORIS SURSINKED SEAL OR MAP NOT RING EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. TOP EL. 8.3' 1' MIN. TOP EL. 7.7' -1' MIN. 4' CERTIFICATIONS INDICATED HEREON SHALL MIN. 4" DIA. 6" PALE BROWN FINE SAND SP ONLY TOTHE PERSON FOR WHOM THE SURVEY SEPTIC LEACHING T 3' CLEAN EL' 1.2' IS PREPARED, AND ON HIS BEHALF TO THE APPROVED PIPE APPROVED PIPE LEACHING 4.7' CQ TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. TANK POOL po Ni SAND Gp. LENDING INSTITUTION LISTED HEREON, AND min. PITCH 1/4"/1' min. PITCH 1/8"/1' _ POOL I COLLAR To THE ASSIGNEES OF THE LENDING INSTI- 7.8' INV. EL. 6.9' 0 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. INV. EL. 7.3' INV. EL. 7.1' 8'�{ �. 8, e8' ZW THE EXISTENCE OF RIGHT OF WAYS ITE AND/OR EASEMENTS OF RECORD, IF 1o1KE LIP ANY, NOT SHOWN ARE NOT GUARANTEED. DISTRIBUTION POOL OF 1`1 14IP BOT. EL. 3.7' 5 POOL SYSTEM BOT. EL. 5.2' GROUND WATER ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP 't � C, O�IILI STANDARDS IFOR TITLE ASURVEYS AS ESTABLISHED CA TPREPARED SEPTIC: TANK (1 ) L1AB BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin III LEACHING POOLS (�J FOR SUCH USE BY THE NEW YORK STATE LAND 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. TITLE ASSOCIATION. Land Surveyor 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 11' - %`'''• 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. f, `. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES OR SLABS.AND �� 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. / .. .' Successor To: Stanley J. Isaksen, Jr. L.S. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Joseph A. Ingegno L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. •� ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �' t Title Surveys - Subdivisions - Site Plans - Construction Layout 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. F` j PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 I,N.�S Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 2'7-142 1 i o� N o' SURVEY OF PROPERTY �2 SITUATE MATTITUCK TOWN OF SOUTHOLD 02 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' MAY 16, 2007 C�l JANUARY 20, 2010 UPDATE SURVEY 3.4 �' S2° MARCH APRILL112, 201 REVISED OE ADDITIONS MAP OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH Q DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM O'er o.,s> APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" CDFO�F MAY 10, 2012 REVISE NOTES °� SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX. NOVEMBER 6, 2017 REVISE PROP. ADDITIONS MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02/27/2018 AUGUST 1 , 2018 REVISE PROP. SEPTIC SYSTEM o TOTAL AREA - , q. . Q pOF D,t,TFO !44 't/p�'O y (TO TIE LINE) 0.167 cc. 'ydr� ti ,� Fcfl/Ty� ��� / / T S�� � UPLAND AREA = 7,141 sq. ft. AT%y ec� �'c WETLAND< S AREA = 139 s q. ft. w yid � �4i EXISTING LOT COVERAGE OVER 11V p ti�^_ UPLAND AREA (7, 141 sq. ft.) � all, a ass, ......................................• ..:: .`,;::.'. <': .. 0/n, a w 7 Qi rT It �.::::::::: ::::::::::::::::::::.:::::: <3 w O 0� srFAoo ti;: ryo o : z ri �� ?-S 1�, 0 DESCRIPTION AREA % LOT COVERAGE 4 �s� ���F o:.:::; �� \ h EXIST. HOUSE 1 ,079 sq. ft. 15.1% e � �•.:. ::;:; :;:; :::::::::.;h' R ti�.ti :.. >:>: EXIST. WOOD DECK 228 sq. ft. 3.2°° 0 III, e' ................................... ..... ............... `�/S '°i�Y'::;: \� �j �� s o ( EXIST. GARAGE 373 sq. ft. 5.2% FS/ 5.8 ... T T .0�..:.::..: 0 q / 1 S 0 u,, s' . ..... .............................................................. �L � . '4 :s• ti o + 4i v vq 0 / �, ^, :; :::i< TOTAL EXIST. ° / /tip' 1 ,680 sq. ft. 23.5/ PROPOSED L 0 T COVERAGE OVER o T ............a.. F di A i UPLAND AREA (7, 141 sq. ft.a S 'L 3 DESCRIPTION AREA % LOT COVERAGE l PROP. HOUSE 1 ,267 sq. ft. 17.8°° in L G � .0 p \ °s -........... ::;:;:::>:: PROP. PORCH 60 s . ff. 0.8% o <� . 8.5� 1 q ..:....... O \ NOTES: .:::::::::::::::::::::: A:. : -.-.;::::; :<:;;:;:: X c� EXIST. GARAGE 373 sq. ft. 5.2°° � . ,. <v 15.0 G S . �a o:.::.. F� `O' ::..::::. .:::::::::'::::::: ,c ARE 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM ✓,�.�.::...: '0 sr J•� G ° rF+. `' �:.;; ::;:;:;:;::::::::.....:. o o / c o TOTAL PROPOSED. . ED 1 700 s l a o ss / FP q ft. 23.8/ EXISTING ELEVATIONS ARE SHOWN THUS.- RFo° F c .... ...: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0481 H 5.5x 0 `. \ .::: ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ................................. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ tiT ?�1�:;: �' '�\ `` 0He c� 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND l ::.:: .: ':N� F _ ':':'.� s, X 10.2 `� SrFA� �RFs Fro Q° .�,�. ��.o' ,y � s � ti � EXISTING LOT COVERAGE OVER REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �/ , 7•'6 9 /4, 10.s ,�► I �ti �� a 'a... S to _ �, ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. ,. / x oo ��G° t42 S) I I J�v o o " (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8 LONG, 4'-3" WIDE, 6 -7 DEEP / -',�� � �� ��• / X1 s\ 15.s � o �\ � � AND 10 CONTOUR LI��TE - 5, 115 sq. ft.) $, � 1 I 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. / �� MiN? \ \ I `ry N AD' z DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. �``��`` Xz \ I `� I S-A (r_ 9T ^� sr \ \ �/ 1o.s S� �o�, X 1s.2 �y c� ° ° un EXIST. HOUSE 1 ,079 sq. ft. 21 .1 q�o - rsFFeF o ` ropy O,Q tic o�, I ° oo -o�� ��,s� tio,F�`S9, B �" Zip vo 0�r EXIST. WOOD DECK 228 sq. ft. 4.5% PROPOSED FUTURE 50% EXPANSION POOL s�.s o �� ' c tioFo°o 1 \��, °�tio rro•Q \ I ° ° ' <�<y ?N3 X8 I ti°�Fgtii�.G' ,o F TOTAL EXIST. 1 ,307 sq. ft. 25.6% 0 O o� \ 3 °p q PROPOSED LOT COVERAGE OVER lq_� 109 0 ,p : o G / o� �.� ��� ° ADJACENT AREA PROPOSED 8' DIA. X 2' DEEP LEACHING POOL IMF NSF \ /� `'�° ' F�S�" °� w s N (AREA BETWEEN LANDWARD WETLANDS LANE \U '� 'S'O / °1 p°o �� �� ° o AND 10' CONTOUR LINE - 5, > 15 sq. ft.) A,0 of U� -9z / �` ` I `Oti �� / d` 'Sp v DESCRIPTION AREA % LOT COVERAGE PROPOSED 1 ,000 GALLON SEPTIC TANK �� Uj'�\ q o� I/ r" °��` ° ° �� PROP. HOUSE 1 ,267 sq. ft. 24.8% \ �FSF f i PROP. PORCHES ��- / �� i titi I o ° /° ° ° o �• 2� & STEPS 149 sq. ft. 2.9% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �y F]!� Z-A OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. v q0 / ' _ �1 PATH TOTAL PROPOSED 1 ,416 sq. ft. 27.7 /y�•� O / PATp-? :'v Otitt '� '°� � ° p DRAINAGE SYSTEM CALCULATIONS: n �;; R v� HOUSE ROOF AREA: 1 ,348 sq. ft. y 1� / 1a.1� MiN 1 ,348 sq. ft. X 0.17 = 230 cu. ft. �� �' O 230 cu. ff. / 42.2 = 5.5 vertical ft. of 8' dia. leaching pool required �ry / °� / PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS M� / N / a X ° \ GARAGE ROOF AREA: 373 sq. ft. / ,<0 J� o°°tia 373 sq. ft. X 0.117 = 64 cu. ft. / +\Q0� X r 00 OF 1s� 64 cu. ft. / 42.2 = 2 vertical ff. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL : .. . / ° PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: :::';:: :: :. `'� TEST HOLE DATA / / ° a \:`::`::':: (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' eo' 17.6 Co 7 ° pq A ° a OF �qy ��° X �' A�'"v1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEYOLATION PROPOSED SEPTIC SYSTEM DETAIL a ° �� ��G�P`� SECTION 7209 OFS THE N NEW Y RKO STATE HOUSE (NOT TO SCALE) d ° MIXED FINES, LOAM AND SAND ° A OQ�av\G EDUCATION LAW. ELEV. 1 1.1, ° Q . LSD ��S COPIES OF THIS SURVEY MAP NOT BEARING FINISH GRADE v THE LAND SURVEYOR'S INKED SEAL OR FINISHED GRADE ° �0 EMBOSSED SEAL SHALL NOT BE CONSIDERED ELEV. 10.8' ELEV. 10.0' - 14.0' 4 FO Q�QE TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY 1' MIN, TOP EL. 8.6' -�-1' MIN. EL. 1.2' . ! IS PREPARED, AND ON HIS BEHALF TO THE TOP EL. 9.8' 4.7' C�1 TITLE COMPANY, GOVERNMENTAL AGENCY AND MIN. 4" DIA. 6" . LENDING INSTITUTION LISTED HEREON, AND SEPTIC LEACHING T 3' CLEAN TO THE ASSIGNEES OF THE LENDING INSTI- APPROVED PIPE APPROVED PIPE LEACHING TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. INV. EL.J�F TANK POOL w ^? SAND min. PITCH 1/4"/1 rn min. PITCH 1/8"/1' POOL a COLLAR 8.9' INV. EL. 7.8' o INV. EL. 8.5' INV. EL. E Ill ILL THE EXISTENCE OF RIGHT OF WAYS 8.0' D `lE� AND/OR EASEMENTS OF RECORD, IF 8' � 8'�- e 8 z" 0�F LII� 1t I�I�E�pA�t ANY, NOT SHOWN ARE NOT GUARANTEED. WATER IN PALE BROWN FINE SAND SP � CO 1 DISTRIBUTION POOL OF �A TY BOT. EL. 6.1' HIGHEST EXPECTED GROUND WATER 0�1 ILI PREPARED IN ACCORDANCE WITH THE MINIMUM ZBOT. EL. 4.2' 5 POOL SYSTEM ELEV 2 2' A13 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED tiZ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin Ill GROUND WATER AS PER TEST HOLE FOR SUCH USE BY THE NEW YORK STATE LAND SEPTIC TANK 1 ELEV. 1.2' TITLE ASSOCIATION. 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS Land Surveyor 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP d.•' O _ 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 s ft SIDEWALL AREA. -' 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. DEEP, 8' dia. �q } ¢:•. e 3. WALL THICKNESS SHALL BE A MINIMUM OF 3 5 POOLS; 2' A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". Successor To: Stanley J. Isaksen, Jr. L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 sf. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Y P Joseph A. Ingegno L.S. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. c3` / 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. �� f ` 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). i �`" Title Surveys - Subdivisions - Site Plans - Construction Layout ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. \� '` PHONE (631)727-2090 Fax (631)727-1727 � - •� OFFICES LOCATED AT MAILING ADDRESS ; N. S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 27-142 SURVEY OF PROPERTY SITUATE aye MATTITUCK TOWN OF SOUTHOLD EiL SUFFOLK COUNTY, NEW YORK. S.C. TAX No. 1000-- 139--02--03 SCALE 1 "= 10' MAY 16, 2007 JANUARY 20, 2010 UPDATE SURVEY �` MARCH 9, 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP . , OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH DECEMBER 6,-�' , ♦"�" � 2011 REVISE PROPOSED SEPTIC SYSTEM �-r 4 , APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16 ` k MAY 10, 2012 REVISE NOTES MARCH 1S4,P 20116E REVIISfE'2012 NOTECORRECTED SEPTIC SE TO BESYSTEM RAIS D DETAIL16" MIN. Yir) 32" MAX. NOVEMBER 6, 2017 REVISE PROP. ADDITIONS MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02/27/2018 AUGUST 1, 2018 REVISE PROP. SEPTIC SY51'EWM Cb+ �� � NOVEMBER 28, 2021 FINAL SURVEY 0.167 cc. TOTAL AREA = 7,280 sq. ft. (TO TiE LIME) 1 UPLAND AREA -- 7,141 sq. ft. A7 ` >� ~ x�` ..> y* WETLANDS AREA 139 sq. ft. >,1 ` P CJ 01p)- LOT COVERACE OVER �+ `�•, F ' i F�q �� �4 UPLAND AREA (7, 141 sq. ft.) DESCRIPTION AREA ;; LOT COVERAGE HOUSE 1,267 sq. ft. 17.7% F � (2) PORCHES 93 sq. ft. 1.3% GARAGE 373 sq. ft. 5.2% Vi a' TOTAL EXIST. 1,733 sq. ft. 24.3% S 4 PTIC SYSTEM TIE DJSTA.NCF,►S ~� \/`s,� A°� °�'�s `��p �a"w d" ` • COVER BUILDING CORNER"A" BUILDING CORNER"B"I VIA SEPTIC TANK A � �a ,� y o OUTLET COVER 23 10 LEACHING POOL j ! COVER 1 20 14' 4� ' ` --- / \ N "�' �^ ` • LEACHING POOL 37.5' 17' ,n COVER 2 �• � ro S�Qt NO '�Oa• � cad o . :< . > i s /�POOL 1 yo u �` '•o�� e °. ya v, �' \ 1( J©U ctp�'9.f�� v LA LEACHING 'i•,,,�t l� q�°��, •�' �';y,T° POOL � , � 13� tJ�t�,, ti �, ._ p E� 1 F •- ' ��, '� �1 �atr y�' .. w •P. `fit �' v 'YA lop 1 4, 40, v � "�,� �r z ANvix°rv+'x, y-,EI�`" p �.," '$En J'r!' ,✓b Yyy;'^ V UNAUTHORIZED ALTERATION OR ADDITION . J 1��AGA Cop �� TO THIS SURVEY iS A VIOLATION OF SECTION 7209 EDUCATION LAWOF THE NEW YORK STATE 4 COP;ES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR s e Jy F.MPOSSEO SFAL SHALL NOT BE CONSIDERED Fa Q Q TO By A VAUD TRUE COPY. CERTIFICATIONS INDICATED H,.RECN SHALL RUN ONLY TO THE PERSON FOR WHOM TI4£ SURVEY IS PREPARED, AND CN HIS B:HALF TO THE TITLE COMPANY, CCVFRNMEN-Ai. AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSrTRARL.E. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF LIh1 ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM iSHED D BYATHERL l.A LDS DS. AND APPROVED AND ADOR TITLE SURVEYS AS ESTA91-PTED N t h n Taft Corwin I I I FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. / Land Surveyor bra f�' Successor To: Stanley J. Isaksen, Jr. L.S. mM /i Joseph A. Ingegno L.S. •r�. ff#` Title Surveys — Subdivisions — Site Plans -- Constructior, Layout {f PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRrSS ,686 Main Road P.O. fax 16 N,Y.S. Lic�. No. 50467 `.._... ....��,.w._.r_ JornespUrtx New York 11947 JarTrsport, New York 11947 I .. �7-17442 I SC�RVEY�O F PROPERTY 'I4TTITLCK 1� t TOWN oF'S6UT1406 Y tr f SUFFOLK'COUNTX,-NEW;YORK ' ��y '• t. S C TAX No LE 1 S7— CA 10` 1 x '. '.' 1�1' ?.ry:_ .J •,, u+S.:4�zo}I nmt],oaoP:<[n arYu. . ,'.': ':.,,-' '' /� - �.,•o- q Rr t •„DET£A5 a29153REV' RRaGC6Easdrsc.Sti7EN- . 1mi.,c.zauwia° ME P iz°RerrnJ.kE ans= n �SYS w DETNt'tMTES .., :. ,��... ... X,,.• rav'rt.�e6=3 �e r nnu ,.W rncrewr�i�i� , wm?' sr�� oie V �) d .� � .�' �'.• � ,•JIM1='R9 212 iR14.'SY'ftRY ,ham.{ .,� ,�•. 7o7a4i�FG 7.28q:ic ft - � +ViEA IS" tt rye.. `�� �• ,.� �„ I up" ,D ARFJ(S 14f'sq A) Ye Naitte a7' A " F m tL �P/ w '+ \° ravicz sainaco p7 r s p jj€.iYA'b s;;j'ryip�J.I?�J2vL y� s T , Nathan ft Co�wjn TL Land Ta.Surveyor n r- \ w k= o r r G G FG�A K � -r IJ '{ Ot f, AG. ark 20 ao d fer � ! suQvcYca r-c� V I � m ' M�TrYT'LJCIG TowN OF SOUTHOL C),N.Y 20t, ' (;� q Q Area=7,500"- ... • ( o=iron �rpa 0 / 'X, , Suft'ollc CourrhfTarx Map Gleslgaarkorn E; �'� Oisi:low, seC1:139,.alock 2,Fr 1.a. 3.40� Tile No.79 52 2T794 5,22.00 ' WON, \� -- •, PRA.MHO¢IZED.'ACTEQATIOH'04�A[IDITION � �M`¢ro�';••ee �-Me F """'• TO THIS;SURVEY IS A VICt(AT(01;40F '. • E,.�? v�.}�� �\ 3[CEION 71U9-OFTHE NEWYOIIK'STATE �'+�-1��+ F- ",/�,�•I�y�;.� n"�` �R�!�.l ,1 tG•N �v+' _.—.��-, J EDUCATION LAW. ..:�'.:.> .. �iIITd Tv• r.�ff�WR�' RNn♦'•.7fTW:�� COPIES OD THIS SURVEY AlM ,'NOT REARING';. yyq,j�(/ • Cpr �% , THE LAND SUiV.Y.k S MKN�SEAL-OI{' �����] "`�� EMQOSSED SEAL SHA,�LL N .���,,,�DF0.4D , %w 'l TO' AIfD'1 CGDRDF �o. Ckrr:V�'•ip.f {iV l a..E P{v. �-r—� .. A(cANTEE$INDICAT D HEREDN•'StFACC pUN �. ` !(L�(TO THC dFn50 i FbQWIIOM SURVEY .� ���'�•� f'� K�IV k Is DR�MI ED A D dN HIS DEHI U(O�THR ot �A iRf[fOAi7ANY L,STED-GOY!¢N,yENARgON; EY AND r Y �«�E�7•.✓4./ • 4tNDtu�.IN$TITOi�ON f!y¢EON AND �/x� d TO.THE/ASS{GN(F$;OF ThVIOD0.0 INSTI tit l�dRW'• I'�: i �1T10^],'OUANANT![S ARE NOT T0.ANSEEIIA$L!�' Ip,AL101TIONAI INSTITUTIONS O0.-SUE$FOUm - - I 0 N. 1 o' SURVEY 1�1 T TI �/7 11°°O (OOU O� 4s2 SITUATE Al. MATTITUCK az C, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1 000- 139 -02-03 SCALE 1 "= 10' MAY 16, 2007 JANUARY 20, 2010 UPDATE SURVEY �� / MARCH 9, 2011 ADDED PROPOSED ADDITIONS ph APRIL 12, 2011 REVISED MAP OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH DECEMBER 6 � ,Q c�T 2011 REVISE PROPOSED SEPTIC SYSTEM O (DFo� APRIL 30, 2012MAY D10, 02012TE 0REVI�ESNOTOSBE RAISED 16" OP SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX. TOTAL AREA = 7,280 sq. ft. (TO TIE LINE) 0.167 ac. 00, QQP� / a •RocSFo 4� 144 5.9 / G UPLAND AREA = 7,141 sq. ft. WETLANDS AREA = 139 sq. ft. ��J `��, • w� -F � � T � � F T \ T v`v �'� 4�T o �� / +`, FAG,. Q A : . .. y G' m�� \'�� Ij I W X �d� c 0���� EXISTING LOT COVERAGE OVER _ W +C5 6, U UPLAND AREA (7, 141 s t ,I2 �I�, a AC 3s cyi Q w c` Q f srAs Li o �� �?-s ]��' UO DESCRIPTION AREA % LOT COVERAGE EXIST. HOUSE 1 ,079 sq. ft. 15.1 00 EXIST. WOOD DECK 228 sq. ft. 3.2°° 6.1 F��6r8Q,r SS q9� 1 0 +�� �� EXIST. GARAGE 373 sq. ft. 5.2/ TOTAL EXIST. 1 ,680 sq. ft. 23.5%b T0 Tr0 PROPOSED L 0 T COVERAGE OVER � �Y o �rti ti,� \ UPLAND AREA (7, 141 sq. ft.A ) \ /o° 410 -I,STr�ro��� _ a•. T �� DESCRIPTION AREA % LOT COVERAGE _ \ U, \ r �~ `� rn PROP. HOUSE 1 ,267 sq. ft. 17.8% \ O s 2 do�F p>7 8.5 1 \\ PROP. PORCH 60 sq. ft. 0.8% NOTES: }�� \ \x EXIST. GARAGE 373 sq. ft. 5.2% 41 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM ��`ry/t°J�' 1 \ Ta+�sT F+r J`9� \ 150 G •N\R��' ° EXISTING ELEVATIONS ARE SHOWN THUS: 100 1. eF °o°e'�tio Z°�° � TOTAL PROPOSED 1 ,700 sq. ft. 23.8/ 2. FLOOD ZONE INFORMATION TAKEN FROM: �^ oJE a FLOOD INSURANCE RATE MAP No. 36103CO481 H S.sx 06. •° �° \ s :. TEST1 LE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \ 9 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. `' o° F�T�9�R ° a, � '\\ \yeAD~C. �R °QgyrT� ova v 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND / C. X Lu < sr c� Fs �, Q v �' �` FA \ ° I o REMOVED IN ACCORDANCE WITH S.C.D.H.S. 4-STANDARDS. '�� �'6 10.a s , EXISTING LOT COVERAGE OVER a ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / _ / \ qoo /�P,' 74 s) J�� o o (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP -�o �''` / x 'x� X o AND 10'_ CONTOUR .LINE - 5, 115 s ft,. �0 \ \� I / �+. 1 .6 15.9 1 �l N O co v� 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. v tv; �, o DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2' DEEP, 8' dia. }yam "7.4 / \: N I Z,, ' ti ° ro _103• w I o a J�, EXIST. HOUSE 1 ,079 sq. ft. 21.1 . '°O I � � T���o' (SFti�F°Fs ��' -'• �5, I ` tii 'v 1 v Gar EXIST. WOOD DECK 228 sq. ft. 4.5% <�<� PROPOSED FUTURE 50% EXPANSION POOL o °TFtio�Fo°o ° m ti v v ' x I `�� q't/F r%°ogcF o TOTAL EXIST. 1 ,307 sq. ft. 25.6% 8. a C.0 It, 0� �` STO 7.3 a� 0 0. 0 0 `� J2�• C�•o 7 ' 2� v v v � '1114 �,�. F \ �' �� I qc� / o �� o PROPOSED LOT COVERAGE OVER ` a ADJACENT AREA (AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X 2' DEEP LEACHING POOL 47 U ;o 0 I\ 0 AND 10 CONTOUR LINE - 5, 115 sq. ft.) DESCRIPTION AREA % LOT COVERAGE 4 1 .a PROPOSED 1 000 GALLON SEPTIC TANK � o°rJ �� XV `� PROP. HOUSE 1 ,267 sq. ft. 24.8% PROP. PORCH 60 sq. ft. 1 .2% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD v 0� ❑ O o o v a o v �� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. q j `� TOTAL PROPOSED 1 ,327 sq. ft. 26.0/do/ vI �I PATH BLOC I o � � \ 71 `�/ PATH IN DIRT � v ROCK 16.0 v v DRAINAGE SYSTEM CALCULATIONS: / j/ / PLANTER p ' HOUSE ROOF AREA: 1 ,327 sq. ft. 14.1MN / �`� 1 ,327 sq. ft. X 0.17 = 226 cu, ft. p �/ 226 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required / ° F PROVIDE (3) 8' Ilia. X 2' high STORM DRAIN POOLS " ;� Ir A GARAGE ROOF AREA: 373 sq. ft. / I� / � / �_ L 1,1AR 14 2016 373 sq. ft. X 0.17 = 64 cu. ft. / 300 , Asti / 64 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required APPROVED BY PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLBOARD �--� / OF 1 RUSTEES PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: t TEST HOLE DATA TCr' II OF SOUTH OLD \ J (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) / / o •a� L' �tL EL. 5.9' 0' �O' f'� 17.6 j o A M7C�` .2�� .20 G� CO 777 v PROPOSED SEPTIC SYSTEM DETAIL OF a ' x o�AF �1 e qy �1 UNAUTHORIZED ALTERATION OR ADDITION HOUSE (NOT TO SCALE) e a v 1/ 0 p,O \�\G TO THIS SURVEY IS A VIOLATION OF ELEV. 10.5' ° d MIXED FINES, LOAM AND SAND v NLZ EDUSECTCATIONION 2LAW.09 OF THE NEW YORK STATE FINISHED GRADE FINISH GRADE ELEV. 10.0' ELEV. 1O.0' - 14.0' e o v vS�y Q COPIES O I S OFSURVEYORSURVEY MAPKED SNOT EAL ERBEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED TOP EL. 8.3 1' MIN. TOP EL. 7.7' . 1' MIN. 4 4' E�QQE TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN MIN. 4" DIA. 6" PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC LEACHING T 3' CLEAN EL. 1.2' IS PREPARED, AND ON HIS BEHALF TO THE APPROVED PIPE TANK APPROVED PIPE LEACHING N 4•7' CP TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. POOL po _ SAND �� LENDING INSTITUTION LISTED HEREON, AND TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. min. PITCH 1 4' 1 min. PITCH 1/8"/1' I, POOL to COLLAR TO THE ASSIGNEES OF THE LENDING INSTI- 7.8' INV. EL. 6.9' i INV. EL. 7.3' INV. EL. D8, p 8,t W e z C THE EXISTENCE OF RIGHT OF WAYS I'SYD AND/OR EASEMENTS OF RECORD, IF DISTRIBUTION POOL OF •� �IO'KE LIA`I ANY, NOT SHOWN ARE NOT GUARANTEED. L-BOT. EL. 3.7 5 POOL SYSTEM BOT. EL. 5.2' GROUND WATER I p ELEV. 2.2' WATER IN PALE BROWN FINE SAND SPPREPARED& CO WITH THE MINIUM SEPTIC TANK 1O�IC$ILI�`( STANDARDS I FOR TITACCRLEANCE SURVEYS AS ESTABL A ISHED LIA BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5 FOR SUCH USE BY THE NEW YORK STATE LAND Nathan Taft Corwin III TITLE ASSOCIATION. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 11' OF Land Surveyor 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. }� '`��'i:' > 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. ���^ �IKF7r t �_ 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2• LEACHING POOLS ARE TO 8E CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) , +' LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. �� 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ': �µ �- Successor To: Stanley J. Isaksen, Jr. L.S. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �? {,. r` ^ -r Joseph A. Ingegno L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min, DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. •� f::'' ^-' f! ti ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL �� j! Title Surveys - Subdivisions - Site Plans - Construction Layout 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. � ;A-:, .r�• �i F 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 4`'��,• "' I l [<,y� 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 r ' 27-142L' I l o� ry SURVEY OF PROPERTY ° 4s2 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 39 -02-03 *00 SCALE 1 "= 10' /a h MAY 16, 2007 p�v JANUARY 20, 2010 UPDATE SURVEY MARCH 9, 2011 ADDED PROPOSED ADDITIONS APRIL 12, 2011 REVISED MAP �! OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH Q T DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM I, 0�� 0?1 k APRIL 30, 2012 ADD NOTE FOR HOUSE TO BE RAISED 16" Fo��k OF MAY 10, 2012 REVISE NOTES SEPTEMBER 18, 2012 CORRECTED SEPTIC SYSTEM DETAIL NOTES �N MARCH 14, 2016 REVISE NOTE FOR HOUSE TO BE RAISED 16" MIN. TO 32" MAX. NOVEMBER 6, 2017 REVISE PROP. ADDITIONS MAY 18, 2018 REVISE PER S.C.D.H.S. NOTICE 02/27/2018 AUGUST 1 , 2018 REVISE PROP. SEPTIC SYSTEM 55 / TOTAL AREA = 7,280 sq. ft. A'� oP N j0 OFF off RF (TO TIE LINE) 0.167 aC. E�Fk'ilyf +5�� \.t UPLAND AREA = 7,141 sq. ft. . /� T% / ,Jy S��fi �Q WETLANDS AREA = 139 sq. ft. I yid F �'� EXISTING LOT COVERAGE OVER v '� U W ti c � d UPLAND AREA 7 141 s t. .� ti W � ( � 4' .f z ,.I., Q 4 a �' ° s• I : I IIII ICI::::.. z 'y � U \ ` ti 0 °� sr°o ry' ry :;: :::: :I ::: :...... z n�i ����)- U DESCRIPTION AREA % LOT COVERAGE N G/� `S �� Q `moo o ...... ......;::. 7` O::::::::.:::::::::::::.. 0, \ h EXIST. HOUSE 1 ,079 s . ff. 15.1% C::.... q ..:..:...,.. .,1,.'.;:...............:::.....:: �' �t' EXIST. W00D DECK 228 s ft. 3.2°° ..........................................................•:;:�c�/s .V :: <y \4 of ' EXIST. GARAGE 373 s °° q. ft. 5.2/ s ,o............................. s �` ,. o v 4 .::.... o . .....s... :;:::::::: .. ..... ..... / �i v v v ° 'tr � .;..,..:•:•::•::::•:::•:•::::::::•;:::::::;:•::::::•::::::::::•:�•:.�::: . . � TOTAL EXIST. 1 680 s ft. ° g O S O ti:::::::::: F .......: fir h S d :::•. , (� PROPOSED LOT COVERAGE OVER o c r:. UPLAND:.....:.:.... ..:................. ...... D AREA 7, 141 s t. :..:: ........................... q f s, 1. '(i(i:.:is?::'..�:i(i?i(ii:i(i i...:./O..''::?.:`i.. i`:::.......:i(i(i(i i:.:.i(:r..'Y..i ?:?:r::i(�.�.�.�:'.:.: �'ti'1 Y o T d O� ::.:. ��:.:: ::•:::::•:::::;•:: + o'::.;:;:.; 0 �� DESCRIPTION AREA % LOT COVERAGE o , s s ... s ... / ......;:; ;;:;:: :;•:: ::::::::::::::::::::::::::::::::::::::::::::.:: .� PROP.O P. HOUSE U S E 1,267 s q. f t. 17.8 °s ".'.:'.'.:.'.''..'.''.' »:;:;;:d....c F'�: �� .5 / PROP. PORCH 60 s . ff. 0.8% :ii :':'. .:i. :::::::::;.: NOTES: Y:':.:. �``c'�� a ................. x EXIST. GARAGE 373 s ft. 5.2% \ q G 15.0 S O O`:1:i•:r', 1iFF?i?F?iF:: Gj C F. 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM °' r • •.. T``�� J.� - THUS: 1 ::.': ':::::'::�::�:: .::.:':. . aF iyo o s� ;,s :.- ,Z.,,�. /e- .� � �� NEP TOTAL PROPOSED 1,700 sq. ft. 23.8/ EXISTING ELI-VATIONS ARE SHOWN _10.0 ... ... �F oo eFtio t DER \,, 0 ........ ..... ............ 2. FLOOD ZONE INFORMATION TAKEN FROM: x o Fo ,o 5 0 FLOOD INSURANCE RATE MAP Na. 36103C0481 H t::' o v s ZONE AE: BASE FLOOD ELEVATIONS DETERMINED o „� a ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \F�r�°�w '� 'fi\• `�c[� RNf c� D 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND / "" ' ' "�: F R '' S, x to•2STF Res o Q° REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 7.6...... '0. K-�'O 'yi,�, oa s ti `' o EXISTING LOT COVERAGE OVER ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. / :•' / ` oo /�P`'a; 14.2 S) I I J�v o o (AREA BETWEEN LANDWARD WETLANDS LANE 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP -so �''` /.° 6 X I . AND 10' CONTOUR LINE - 5, 115 sq. ft.) 5. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. A' o DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2 DEEP, 8 dia. ( `� c lo.a ro S`7o 'oa• x 15.2 Ay c�� I , ' a Jc o EXIST. HOUSE 1 ,079 sq. ft. 21 .1 ° �yeG.`o.Qy� c olio :. v�. ��` EXIST. WOOD DECK 228 sq. ft. 4.5% PROPOSED FUTURE 50/ EXPANSION POOL \��. %-1P \ I ° <n<2 y�7�3 �a' ^ �o qFF G, of TOTAL EXIST. 1 ,307 sq. ft. 25.6% `- 0 �'1 TO�Qy s� °�' e �, 03" °PsF��gG' �� �`� � PROPOSED LOT COVERAGE OVER !� 45 �, �' // Arc �` r' I `a ADJACENT AREA Q' �� �'0 �qM� `ysF J �." .�`� ��`n V. v ' (AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X 2' DEEP LEACHING POOL / y �� ,ti � �0 0 D S // �o�� �o < ?� / ry J \ b G� AND 10' CONTOUR LINE - 5, 115 sq. ft.) DESCRIPTION AREA % LOT COVERAGE `& / j� �•-•_ � 1 .8 �° vim, PROPOSED 11 ,00 GALLON SEPTIC TANK oyor's ° � �7 a °\ 5� PROP. HOUSE 1 ,267 sq. ft. 24.8% �5/ l,'4' Vj�• I �� ° /a a PROP. PORCHES e 6. THE LOCATION 017 WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �� .� / �/ �' a v . v ��F & STEPS 149 sq. ft. 2.9% OBSERVATIONS A.ND OR DATA OBTAINED FROM OTHERS. 0 `° � 0 ° . TOTAL PROPOSED ° / v Q / CONC, oc.oO :' I o ..' 1 ,416 sq. ft. 27.7% U� P� p / PATH IN DIRT DRAINAGE SYSTEM CALCULATIONS: // PLANTER HOUSE ROOF AREA: 11 ,348 sq. ft. �,0 / 14/ MiH .'� : a ``�Pti �jA 1 ,348 sq. ft. X 0.17 = 230 cu. ft. APPROVED BY 230 cu. ff. / 42.2 = 5.5 vertical ft. of 8 dia. leaching pool required Qv�i e v PFs �. PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS 1 0� M� / / / ryry x BOARD OF TRUSTEES GARAGE ROOF AREA: 373 sq. ft. / q Ip3 / � o TOWN OF SOUTHOLD 373 sq. ft. X 0.17 - 64 cu. ft. \�0 °� 16.5 64 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required / r4�Q 0 'O/AF° /x DATE p �t�� 12jg PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL :* PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ::::::.::..: TEST HOLE DATA / / r' �`� :::: (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' 0' 1�10 • •RJc� R� 7 a y9 UNAUTHORIZED ALTERATION OR ADDITION PROPOSED SEPTIC SYSTEM DETAIL a L1 �'�� ,;?��P`� TO SURVEY °W FSnHEVN VIOLATION STATE ° MIXED FINES, LOAM AND SAND HOUSE (NOT TO SCALE) d E`'Pv ELEV. 11.1' S __ ___ .�, ._.,..�-._..- .. COPIES OF THIS SURVEY MAP NOT BEARING FINISH GRADE f THE LAND SURVEYOR'S INKED SEAL OR FINISHED GRADE a ° 0 EMBOSSED SEAL SHALL NOT BE CONSIDERED ELEV. 10.8' ELEV. 10.0' - 14.0' FOQ�QE TO BE A VALID TRUE COPY. 4' CERTIFICATIONS INDICATED HEREON SHALL RUN TOP EL. 9.8' 1' MIN. TOP EL. 8.6' - PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY 1' MIN. EL. t.2' :' '•:�; :•.:: ...:. � ^- J �^"' I IS PREPARED, AND ON HIS BEHALF TO THE 4.T dJ �E'l ' � ' TITLE COMPANY, GOVERNMENTAL AGENCY AND MIN. 4" DIA. 6" W I LENDING INSTITUTION LISTED HEREON, AND SEPTIC LEACHING T 3' CLEAN TO THE ASSIGNEES OF THE LENDING INSTI- APPROVED PIPE TANK APPROVED PIPE LEACHING N SAND -. ---- -- -- - -1 I TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. INV. EL. POOL oo t ruin. PITCH 1/4"/1 m min. PITCH 1/8'/1' POOL I COLLAR 8.9' INV. EL. 7.8' p THE EXISTENCE OF RIGHT OF WAYS INV. EL 8.5' INV. EL. - __.__.•_. _ _..__..._..__ E3.o' 1TE -I 0/F LI � ANY, NOT SHOWN ARE NOT GUARANTEED. OR EASEMENTS OF RECORD, IF WATER IN PALE BROWN FINE SAND SP �I�IcO�PP� DISTRIBUTION POOL OF C� T� BOT. EL. 4.2' BOT. EL. 6.1' HIGHEST EXPECTED GROUND WATER �1 a LI PREPARED IN ACCORDANCE WITH THE MINIMUM 5 POOL SYSTEM ELEV 2 2' � A$1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan T of t Corwin 'LI BY THE L.I.A.L.S. AND APPROVED AND ADOPTED GROUND WATER AS PER TEST HOLE FOR SUCH USE BY THE NEW-TORK-STATE LAND SEPTIC TANK 1 ELEV. 1.2' TITLE ASSOCIATION. + ty Land Surveyor 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) 1 .fi; "°. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ( °• �' ;; 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 5 POOLS; 2' DEEP, 8' dia. l St To: Stanley ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 sf. 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Successor? Y J. Isaksen, Jr. L.S. P 1 Joseph A. Ingegno L.S. 4. ALL JOINTS SHALL BE SEALED SO THAT THE: TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. S q , 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). a� I :� Title Surveys - Subdivisions - Site Plans - Construction Layout `� .� ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �' PHONE (631)727-2090 Fax (631)727-1727 �� ' OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i 27-142 0 0 N S V �VJLJY OF PROPERTY OOO�G PSG SI T UA TE F� yFlq( A�=G . MATTITUCK ,pq�A 3sQ M TOWN OF SOUTHOLD ° SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -02-03 SCALE 1 "= 10' o°� a MAY 16, 2007 C� / JANUARY 20, 2010 UPDATE SURVEY MARCH 9, ADDE 201D1 RROPSOSDED MAP APDDITIONS APRILs cooS '�rG, OCTOBER 24, 2011 ADDED DISTANCE TO PROPERTY TO THE SOUTH A �T DECEMBER 6, 2011 REVISE PROPOSED SEPTIC SYSTEM 0'' os� FpoF APRIL 30, 2012MAY D NOTE FOR HOUSE TO BE RAISED 16„ 0, 2012 REVISE NOTES TOTAL AREA = 7,280 sq. ft. \� I (TO TIE LINE) 0.16 7 aC. UPLAND AREA = 7,141 sq. ft. WETLANDS AREA = 139 sq. ft. h e" FCFw�rtiF sT� .� � c�ECLf �J S.s d� 4/1;q7-�J JUL -',t 5 2012 A� L-o!!2110 'PI'PE LS / d EXISTING LOT COVERAGE OVER Q J o v / w x ��/ C 0 U¢ Ir, s .. °y I d y/ '� I�, UPLAND AREA (7, 141 sq. /�`t. 0 Fria FoS oL o::::::::: o ��C s lCi� DESCRIPTION AREA % LOT COVERAGE h`:.:::ir''?i'''''........:....:r.�'y �DA"::•>i?:':'('`':i.i:::,:,::.`1i::::i:4:r... N "�' O : o � o..:. . ' v�y> ` EXIST. HOUSE 1 079 sq. ft. 15.1 S�? \ Fes : :: NSF+/STFp00 '`:: , `::: :`::`.. �` c' 7Q ...;:.... (� Cr T EXIST. WOOD DECK 228 sq. ft. 3.2/ 9 <4 o EXIST. GARAGE .. ......i �s T P `1:: ::::::::;::::''::'i:: o 1 373 sq. ft. 5.2/ A o �`�S� Ss 9 0 -,- I ti��oA '/ 6 �'�- o'.:;:::::::::'.'. I U� �v TOTAL EXIST. 1 68 0 s ° S2° c o ... .:::'::'::'::•::::': , ro T/T,..:..>.;:;:;::•::.: .:.....:..:: q. ft. 23.5% ..:... !o P F 1,.. PROPOSED LOT COVERAGE OVER As�: c x O,, ........./�� y. UPLAND AREA 7 141 s t y ,p ti q. :F.; '.:,' " ............ii':.. :....... �� DESCRIPTION AREA % LOT COVERAGE ........... �cv .b STj'o SFd':;:.`:.`i::'::'. r \ emu, ... \ o s. '::: .... ; .'... `� PROP. HOUSE 1 ,267 s q. f t. 1 7.8 ... .. .... ... ....:.:00'..c� ��• :::i;;;:':. ?`.::(:;:.'!.::::?;::Y:;::;r.:..;:.;_.;:...::'::'ili:vi::r:';:';::...::';';. :`:::.., h•T°J ". F �-::>`:: •:. . ........ > :>;:;:'>:.;..;: : 8.s PROP. PORCH 60 s . f t. 0.8% d q o ;;' .:::': ...... '.;';::::..:.: NOTES: yQ ��. fi ... .. . . ....::::.:: �.. ::;::' : .................. \x / EXIST. GARAGE 373 sq. ft. 5.2% / J..... 1 q �v 5. D a. .. S F / E .:.:...:.::"::::':::::.::::: ELEVATIONS 0 N S ARE: REFERENCED 10 19 8 8 N.A.V D D :. ,, �:` :: : : ,,'. . :::;:;:;:::>:>::;::::::..,::'.;:';:';':.;':.;':;':;':;'::::':;'::';::':;': R 1 AT ATOM ,� ,r....:.� ° sT F J .�. ... . ....... F � . EP TOTAL PROPOSED EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 ""' :"':,::.. o N 1 ,700 sq. ft. 23.8/ �::'::';. .... o ti ...:... /T pF o° F o �` !y p 2. FLOOD ZONE INFORMATION TAKEN FROM: l" '...:.;..�.,.'.`, F FA �ti: CFO c^ F o G FLOOD INSURANCE RATE MAP No. 36103CO481 H 5.5x ° FOi, 0 �° 0 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED s� l : .. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \Fy-4, N F / C S ° RF O 3. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND / �'::':. �:� X 10.2 FA - F r s �, Q ° `� S ,�5� °� 16.a l �� ° ' EXISTING LOT COVERAGE OVER REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �� 7.6 ,o.s �� � ADJACENT AREA 4. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1 ,000 GALLONS. 74.2 `S) �v o o (AREA BETWEEN LANDWARD WETLANDS LANE co 1 TANK; 8 LONG, 4'-3" WIDE, 6 -7 DEEP / I4, Tc x1 s\ 9 I o % ° AND 10' CONTOUR LINE - 5, 115 sq. ft.) Co 5. LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ? `" I I o (3 - MINIMUM }�� X7.aM/N I I N M' �2 ° ; DESCRIPTION AREA % LOT COVERAGE 5 POOLS; 2 DI_EP, 8 dia. I ry � - N ° EXIST. HOUSE 1 ,079 sq. ft. 21 .1 9?�9'O - (SFF+eF�C o \ 1 �$ STO 3O3 x h C�4' -, I I O _ PROPOSED FUTURE 50% EXPANSION POOL Ls� 0 \ q� ' ��`oo0 1 �r�� yp 17 I v ��� EXIST. WOOD DECK 228 sq. ft. 4.5% S �y 1f? cy o c\ TOTAL EXIST. 1 ,307 sq. ft. 25.6% �qT 0 \0� 0 0 �o� q� 7.sv° ��w '�'Y _ �\ qcF ���� PROPOSED LOT COVERAGE OVER 0 0' '4' o / �7A � ° ADJACENT AREA 6) IMF NSF c01, °� �° ^ `�` ° v AREA BETWEEN LANDWARD WETLANDS LANE PROPOSED 8' DIA. X 4' DEEP LEACHING POOL � ��U �'� y0 ! � / e�°c \ \ � ��� � �'� P� / ryN °° °. \ ° ,° ( AND 10' CON - / 0 �G ° . . TOUR LINE 5, 115 sq. ft.) C/ ���� Sic. \� / / ��� I c G° z0 /' ^ ° / T DESCRIPTION AREA % LOT COVERAGE .4 . . yq�r ° b ° v PROPOSED 1 ,000 GALLON SEPTIC TANK �jXl\ D 1'°S ti ° ° °�� ° . `� PROP. HOUSE 1 ,267 sq. ft. 24.8% 6. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �- / / / / 12.7 0� �� O / s� PROP. PORCH 60 sq. ft. 1 .2% OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1 00 o . ° � ° �� �q �� CONC. BLOC I °• ° TOTAL PROPOSED 1 ,327 sq. ft. 26.0/ O / PATH IN DIRT DRAINAGE SYSTEM. CALCULATIONS: / / / 16.01. a PLANTER O ° HOUSE ROOF AREA: 1 ,327 sq. ft. / / 4., / MS" / / 1 ,327 sq. ft. X 0.17 = 226 cu. ft. ry '�\� N O ° ° ° y 226 cu. ft. / 4;?.2 = 6 vertical ft. of 8' dia. leaching pool required � / � / °�/ PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS N / / �� ' x ry Fs GARAGE ROOF AREA: 373 sq. ft. 7�3 / (1) 1� 373 sq. ft. X 0„17 = 64 cu. ft. / I "0 16.5 64 cu. ft. / 42.2 = 2 vertical ft. of 8 dia. leaching pool required T . PROVIDE (1 ) 8 dia. X 2 high STORM DRAIN POOL '.:.,:::.: PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: / :'':':':: :::' : :� TEST HOLE DATACO (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 30, 2007) EL. 5.9' D, PROPOSED SEPTIC SYSTEM DETAIL °�' r11 ° ° x^b 0 81 HOUSE (NOT TO SCALE) ELEV. 10.5' a I A \\\� y1P TO THIS SURVEY IS A VIOLATION OF UNAUTHORIZED ALTERATION OR ADDITION a FINISHED GRADE FINISH GRADE ° MIXED FINES, LOAM AND SAND °' A Q �Pv EDUCATION LAW. L S1E \G SECTION 7209 OF THE NEW YORK STATE ELEV. 10.0' ELEV. 10.0' - 14.0' ° ° �S�S Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED TOP EL. 8.3' 1' MIN. TOP EL. 6.7'- 1' MIN. ° 4' c�PPE A L SHALL NOT BE CONSIDERED VALID TRUE CERTIFICATIONS INDICATED HEREON SHALL RUN MIN. 4" DIA. 6 PALE BROWN FINE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC LEACHING T 3' CLEAN EL' 1.2 4 7, ! IS PREPARED, AND ON HIS BEHALF TO THE APPROVED PIPE TANK APPROVED PIPE LEACHING Iv SAND ��, \ i / TITLE COMPANY, GOVERNMENTAL AGENCY AND INV. EL. POOL ou - min. PITCH 1/4"/1' min. PITCH 1/8"/1' POOL I COLLAR ZBA FINAL MAP f LENDING INSTITUTION LISTED HEREON, AND TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7.8 INV. EL. 6.9 C TO THE ASSIGNEES OF THE LENDING INSTI- INV. EL. 7.3' INV. EL. SEE DECISION # I�ED THE OF AND/ORSTENCE EASEMENTSR OF TREOCO Dp,Y F N I0 LIA�j ANY, NOT SHOWN ARE NOT GUARANTEED. DISTRIBUTION POOL OF BOT. EL. 5.2' GROUND WATER BOT. EL. 3.7' 5 POOL SYSTEM ELEV. 2.2' WATER IN PALE BROWN FINE SAND SP ICP &�� COO Mod IABIL By THE PREPARED I FOR TIOTLEANCE WITH SURV VE ASH ESTABLISHED Nathan T of t Corwin UM SEPTIC TANK 1 ` LEACHING POOLS (5 J L BY THE L.I.USE AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOJSE IS 1,000 GALLONS. TITLE ASSOCIATION. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 11 - Land Surveyor 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. 01F NE-: n� 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) r,C� Y�r ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. S�.�T G` 4. ALL JOINTS SHALL BE SEALED SO THAT T-iE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. a Q� r 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Successor To: Stanley J. Isaksen, Jr. L.S. ( / ) 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED ' 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH A MAX. TOLERANCE OF f1 4" . . . ,� a1 Joseph A. Ingegno L.S. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ^ = Title Surveys - Subdivisions - Site Plans - Construction Layout A PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 uR� N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 21-142D REVISIONS: A`��/ :.,. a 9 3 _ z o Q a PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION z W SCALE:1/8°=1' SCALE:1/8° F y - —•—•—•------- —-— .—•—•— d a4Z x EXISTING EAST ELEVATION EXISTING WEST ELEVATION SCALE:1/8°=1' SCALE:1/8°=1' BA FINAL MAP DRAWN:MH/MR SEE DECISION! # RDALe: II<•=I'A' ,oe n: H N SHM sHEEf UMeeR: A-2 REVISIONS: Z?�rt - a a 9Cod T 2 � ® ED G F:I o � a PROPOSED NORTH ELEVATION G a SCALE:1/B"=I' Egtf A yyy x o � x OF EXISTING NORTH ELEVATION U2 SCALE:1/8"=1' 0," 'BAA FINAL.MAP f CE�D.ECLI9.N i mm :mlllms SCAM lOB p: N I1,2012 SIIEEI'NUmBER A-3 REVISIONS: Q Ali �5 MD ©® 1,,,I1,Y DRY RO Mvl — Nol mwnitlTfHEN FR� F o 0 O of -O G O NEW FNT0.V of p 3 "�^ `y ® E PROPOSED 1ST. FLOOR PLANZI �PRO)ECT NORTH p SCALE:ids°=r o 0 W F � 6 0 rn O o z FI N IXlmua er,Tlt' d E%ISTING OFFlfE mNf•BEDROOM Ne.] 11 11 11 11: FI IXIRIN•FMRY II •••••- IXISTING LMNG ROOM O O v v O a z O O F•1.1 /Zu F4 V V FYISTNf.BEDROOM No.l ..yy WI C FYID'ING DECK rn � ZBA FINAL MAP IE SEE DECISION # SCAM va'=Iw• De EXISTING 1ST. FLOOR PLAN N ,O 3UIE SHEETNUMEER: SCALE:1/6"=1' A-4 REVISIONS: AS IA 0111,11, -—---------- ----------------- ............... ...... ---------- ........... ....... ....................... CK .0 ............ BEDROWN,2 N 01 ............. .................. "............ ............... . ................ .............. --------------- o .............. PROJECT NORTH PROPOSED 2ND. FLOOR PLAN SCALE:1/8"=V ZBA FINAL MAP SEE DECISION D—MIUMS joB t j*13.2- SUUNUMM' A-5 i REVISIONS: i 11, ',/�� -- ----• -- V � a M 4 0 8 I � a 0 - o I I N N O W 10 O CJ I I F �� mz > oW PROPOSED WEST ELEVATION ' PROPOSED EAST ELEVATION d W SCALE: 1/8"= P SCALE: 1/8"= P Z O - ------------------- A o ® - I. o _ a a EXISTING EAST ELEVATION EXISTING WEST ELEVATION SCALE: 1/8"= 1' N SCALE: 1/8"= 1' DRAWN: MH/MS SCALE: 1/4"--P-0" JOB#: ti November 21,2011 SHEET NUMBER: A-2 REVISIONS: AlTow, 0 N U � a a f I -y m o ' I N C/A o 0 E•y a W m H 0 z a �Q w 0 PROPOSED NORTH ELEVATION z a SCALE: 1/8"= 1' O ,S A w U 117W II!III I � U EXISTING NORTH ELEVATION N SCALE: 1/8"= 1' i DRAWN: MH/MS SCALE: 1/4"-F-0" JOB 4: November 21,2011 SHEET NUMBER: A-3 COMPLY WITH Aft COE)EseF K6al REVISIONS APPROVED AS NOTED NEW YORK STATE & TOWN CODES DATE: -71i B.P.# �� AS RE QUI AND CONDITIONS OF OCCUPANCY OR SOUTHOLD TOWN ZBA USE IS UNLAWFUL NOTIFY BUILDING DEPAR AT OWN FLANNIZMARD WITHOUT CERTIFICATE 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOIDTONINTRUSTEES OF OCCUPANCY 1. FOUNDATION - TWO REQUIRED N.Y.S.DEC FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION o 4. FINAL - CONSTRUCTION MUST DRAINAGE INSPECTIONS ARE REQUIRED QQo 00 Contact TOS Engineering at 765-1560 before O BE COMPLETE FOR C.O. Backfill,OR Provide Engineer's Certification ALL CONSTRUCTION SHALL MEET THE that the drainage has been installed to Code. REQUIREMENTS OF THE CODES OF NEW - ARK-S7ATE-Na7—RESPONSIBLE F6 - — - — - — - — ---------- DESIG ELECTRICAL INSPECTION REQUIRED - - - -- - '' MUSS PLACARDING REQUIRED c PLUMBER CERTIFICATION U H ON LEAD CONTENT BEFORE - CERTIFICATE OF OCCU — 00 SOLDER USED IN WATER 1 11 1 1 1 ° I N SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ! 0 I — _ -—- F EL11.1' La 1-1010 r' Q � a � W PLUMB!Nd : PROPOSED SOUTH ELEVATION- ALL,F-U%: v�wasT fAustprolAde Manuals 1'STING SCALE: 1/4" 1' w NYS Energy Code H Q Q 131ovxr door cndductwori; - - - - - - - - - - - - - - - - _- testing required. 11 exterior lighting W Inv 1lled,replaced or r:,,_ 'red shall conform _ O w Chapter 172 � � � c the Town Code w N > z ' Y 2 H U Q — _ —_ — FFEL9.1' L E D,9RC c cv IN scti�/F EXISTING SOUTH ELEVATION �. :��� N DRAWN: MH/MS SCALE: 1 4" — 1' ' '� it - SCALE: 1/4"=r-0" FLOOD ZONE / - ,, «,_F9�� JOB#: 9J 2z33 �Cj August 18,2017 CQ-.. . .Y VATH CHAPTEn 1t; FLM DA P A r-Y PRE���rJ SHEET NUMBER: REVISIONS �J �00 0�0 Hill 0 — — e-r N am x ,n U FO 00 O e�0 �j u m 77-7 1� 1F 0 _ H Q h oo C) Q � a PROPOSED EAST ELEVATION SCALE: 1/4" = 1' Z Xw O w E-� Q - - w - > Z N QY Q Y F� U Q F-�-1 L N _ !:b -RED EXISTING EAST ELEVATION 7 DRAWN: MH/MS SCALE. 1 4" — 1' N SCALE: 1/4"=1'-0" JOB#: August 18,2017 J� 022 9 O4� SHEET NUMBER: OF NE�� A-2 REVISIONS O O �o 000 00 �0 0 �o pro - o - !�o 0 00 �o- _o o - o W O� d 00 o IT �0000 000 0 �o�oo 00000 �oou�o rn c�ooc� Foc�oo Q o oo w z H O o IF Q as PROPOSED NORTH ELEVATION z � w SCALE: 1/4" = V C w EP H Q - W � _ Y �l Q D - - Y U Q LO - u N EXISTING NORTH ELEVATION c`5.�ERED,q i � V i N s Rcti% SCALE: 1/4�� = 1 ��� �� CCi DRAWN: MH/MS SCALE: 1/4"=1'-0" N i JOB#: N August 18,2017 022 39 O�� SHEET NUMBER: OF N ESN� A-3 REVISIONS 0 0 OD o°O� 0 0 H H N � o O o � m -Hffl Effl ui O � � 0 c, �C �oC p H C d PROPOSED WEST ELEVATION � W SCALE: 1/4" = 1' w -- Q w w >- _ - � C/) N EXISTING WEST ELEVATION SCALE. 1/4" = 1' ,� N DRAWN: MH/MS a c SCALE: 1/4"=1'-0" JOB M August 18,2017 SHEET NUMBER: A-4 '34V2171V21r11VN(AO138,£(AIIDVdVJ#000£Wr1WINIW)IIOS 43adn-LS14Nn . ,SN jd0 NO 1S3'd Ol SDNIlOOJ IIV'dV8 3d Sf10f1N►1NO0 5# Z 3AVH 0157NI100J �� l l j 'ONIlOOJ kVA%k3)1(bXZ)313210NO�„8X.91'NIW 3AVH Ol SNOI-LVaNrlOJ 1/ 5 v( 11V'NOI1VdNr10J DNIISIX3'dOJ SDNIlOOJ I.Jld3A Ol NOSVW(1NV:)7 It, NVd541W(INV'J'0.0-,8 1V ONNDOIS :1139wflm laaHS y`j�R ,. • 41A d 08V SIIV(A 1311V'dVd)i3(3Nn S.LSIOF 210013 do 318(104'(8 'S1SIOr'dOOIJ 3O W01108 Ol(31V1d IIIS IMO 12i 0 N -01 CO2i d 3 6I0Z`OT SEW`CEP?l3 j "' M ODV 9XZ)11V/X�1.NOd all(18'NIVW321 Ol S1H713H llVl�171�018 d0171315N1'�£ v >fij�► y 213VS Vr1Z)S£X£HIM S31Vld ITS Ol a3HOV11V 38 Ol 1108 N #flOf � fD�, H ?IDNOJ 3H1 O1Nl CA0018.91)1N3W438W1.L WCIWINIW 340J 213d DNI1VOD snONIWr1lI8 V HIM 431VOJ 38 0111VA\ IdOM1X3 :31v3S Cr, V V SllO8'dOHDNV'S1NIOr(13DIldS(INV SNOI1J3Sd31N1 '1D311H:)dV HllA*x 43(AlA3d 38 Ol NOIlDnusNOD HIVA S310NVd3dDS14 r Z—,�Z SW/HW :NMVd(i S2 3N1 I&A(INV•0'O„O-,£1V S1108'dOHDNV'VI4.8/5 341AOdd'(L N33SN LNV'N0117r1211SN0D 01'dOl'dd SIHO13H(INV SNOISN3WI0 u0 � _ ut7/T ,TIV"JS � - llV.lJld3A'(llV/A'ADO18:'llV)313dDNOD 43dnOd 38 Ol NOIlVGNr10J %V9111S (INV G131HS 31lWd31 X3-L-d-dOD'd3AO(3311V1SNI M3N'HSINIJ O»f11S HIM(331VOJ 38 Ol11VA\'dOl'd31X3 /rQ-19 "g—,9� 1� 1�/� 1 VGNnoj IIS•0310N 3SIA\d3H10 SS3INf1 S3.LVld 111S ODV 9XZ 3a1AO'dd'(9 43SOdX3 'NDOIG HOV3 1V'dV83d 5#/M NOI1VGNnoj ND018 ONI1S1X3 I\1 V 'a v O1NI311-013Wl'83d 'dOld31X3GNnodvND018313210NODIIV-LSNl'(Z V NV31D 4310VdWOD N0313bON00'IOIHl.Z Wr1WINIW 38 Ol MIS AMN 11V *AZ 43SM 38 Ol g— g 4 ^ '(13'dinZ)3d SV 1N3W35V8(INV SNOI114NOD ONUSIX3 NI 11H '3(JV'dD IVNIJ 'dOOIJ 43HSINI3'S1SIOr 9XZ'X3 Ol(NVld 33S)58XZ(A3N cn \ 1 A\0138„O-,l NVH13'dOW ON 38 01 MS 43HSINI3 AMN 4NV'DNIISIX3•(5 '1H`013H NOI1VGNnOJ do aline Ol do(3351"38 Ol W31SJS'dOOlj'�l � r -_- ,_ _ — _ _ _ _ _ _ _, 1 -----, - - - . - . -D-I J --------, ; I ; 2134211'J Z)DV OLXZ(Z) 1 i —{ (`-•1' i i i i (lVJldill)7NIN3d0 Cl •----- .---- UZ) ADOIS313dDNOD r--------1 AJO3SOID'43AOW3-d38Ol Sd3ld(INV'321r11Dnus IMYd7M0138.o-,£ = r S3521r1OJ£/r^1H713H IIVA*\ ' I OLLVaNOj OJ1i8 DNI1SIX3 �NIAD34 ONI1SIX3 3AOW3d ID I '01A-DNO�.zlx.bZX.tZ x 1 C l t--------y d3ld•�NO3•e!P.Z a NOI1V4NrlOJd(ldll(18 I ________________! - I - I I I I � - A VWS Ol5-ObSI 13e.o-,£ z G I I I I I - �NO�•e!P.Zl m ,c 9-i 17 I I I NO 1SOd OOtl 9X9 I n C - , !________y LLN3A121VWSOlS-ObSI �+_____________1N3A121VWSOlS_ObSI i f D D D . --_Q_________D__ I I . 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Z 3'8" 0 p - g O I 2'6" (n x N e N PANTRY - i k02X8 H 2X8 � w O i B o ^1 B nl 1 ------------ _ z O 2X8 C LLAR TI 1'_91/2"A F O i `9 1 LijLL_ €___ -0- ---��������-- - -- - --- 3'-s" OFFICE "' - BEDROOM # 1 LNDG. N [w+ a _b — 0 gun _ 'cv ADD 4-6X4-6 BRKTS z w/(3)2XIO HEADER CID C) O CJ ++ +, , „ = AND GABLE ROOF 1 O 9 —8 10'-8 2 2 14 —10 Q (� 1 X N VIF CLEARANCE AT w 0% ® ® �� IB RACKETS TO BE MIN.6'-8"PER CODE 1 1 I I 1 1 p o p O p z:1 ENTRY 1 ^ .... 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' 7).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED.LIVING AND OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, DINING ROOM TO BE 8'-91/2"TO MATCH PLATE ABOVE CEILING 250#CAPACITY. rT, (SEE SECTIONS). w 8).NEW INSULATATION AS REQUIRED:CEILING/ROOF:R49,EXT. 1ST. FLOOR PLAN 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 i _ ______________----___-_- _ UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK SCALE. 1/4t� = 11 STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. O ----_-_--_- SIDE FOP,MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ W ------------- 3-1/2"X 1/8"THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY Z) ----__---__ FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 10).ALL NEW FLOOR TILE AREAS TO HAVE MUD SETTING. z } N - ------------- - uj 5).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 11).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. N Q Z W E PROJECT NORTH - --------------__------_- FAMED COHIMNEY/DUCT CHASES, PAND INTERSECTING WALLS, PIIPEDPENETRATIONS.etc. 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 2 U S ' O PER CODE. Q D 10 = F— Y U Q A Lo � u 04 ED/,Rc DRAWN: MH/MS N SCALE: 1/4"=1'-0" JOB#. August 18,2017 �22339 O� SHEET NUMBER: OF NE�� A-7 REVISIONS STORM WATER MANAGEMENT DETAILS V ROOF AREA:1503.6 SO.Fr. ' "T"S" AT 100%WATER RUNOFF:252 CU FT. PROVIDE(1)8'DIA.X 3'DEEP DRYWELL CAPACITY:253 CU.FT. • QGEE •ITT R-STANDARD S" MOTES: OOU OO I>.EJIECImoN: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:(RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT O CONNECTORS, e--1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. ti Y WELLS TO BE 10'MIN. 4).PROTECTION; U AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION PRODUCT B PROJECT. tJ a M M B).TO MPLET,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. • 00 0 M a 0 Q ~ ~ C 0 U w o W \LIE) C) o G m -------16"OH(TYP)------- m -- ------------------------- ------------------ ------------------------ ------------------------------------------------ ----------------------------- --------------------------- /2X1O DF#2 RR 016"OC I I I I I I I I iI ' I II P II 1I Q II I I 1 ,o I I V 12 II � II 12 I I }1� I I I I 12 � I I I II 11 II II II II II W II II r Lu I it V Q 1 Q 1-3AX14 ML RIDGE - I I lE I I I I X I Q I I "� i I �� ►"�I E „ �O „ I I -ro SOLAR PANELS BY OTHERS PREP AREA AND COORDINATE 12 I I F WITH INSTALLERS AS REQUIRED '5 II II I I I 1 2X12 LAYOVER PLATE ' f( 111��-�� O I 1 12 �\ y"� I I Zp 1 /2X10 DF#2 RR 016"OC ♦ A /�V 12 p7. ,I ♦rI I __ ___ ___ __ __ r _____________ ________- --------------- 1- 00- 0- -----'------------------- 1I11 IIII I 1 O --------------------------------------------------------------- 16"OH(FYP) L 1 ''------------------'-------------------------- I 1 I 1 1 I N I ' ' 1 4 I I uO w I T z 1 1 i i 1).EXISTING ROOFING,SHEATHING,RAFTERS TO BE REMOVED.INSTALL 8).ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS I^, LZ � NEW RAFTERS ON 2X4 PERIMETER PLATE(OVER CEILING JOISTS AND WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ' SUBFLOOR)EXCEPT AT LIVING ROOM/DINING ROOM. 1 1 I 9).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING "————————————————————————`J 2).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. Q j LIVINGROO�I/DINING ROOM TO BE DEL.2X8 COLLAR TIES(SEE PLAN) UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 = WITH CATHEDRAL CEILING. WORK .COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. �^ Y E- 3).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. C) GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 10).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. > ROOF PLAN USE GALVANIZED(ZINC COATED)ROOFING NAILS,A-12 GAUGE WITH AT ' \ 4).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. v � (MAX.10'OQ AND INTERSECTING WALLS,LOAD-BEARING WALLS, USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT i FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. CUTTING INTO SHINGLE SURFACE. V 1 N SCALE. 1/4" = 1 t PER CODE. 11).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-40 ,��RED ARC 5).APPLY 1/2"T-IICK FIR CDX SHEATHING OVER ROOF FRAME. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA \Cj V)N y/ N RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH EIS �� SC,y PROJECT N 0 RTH 6).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM T �� DRAWN: MH/MS W E DIRECTLY TO THE DECK ALONG EAVES. CONCEAL VENT. 9 SCALE: 1/4"=1'-0" S 7).USE 15#FELTUNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 12).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED. 1, N JOB#: 4:12 OR LESSROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. ( August 18,2017 N 0 SHEETNUMBER: 02233g 0 ccOF N A-8 REVISIONS 1-3/4XI ML RIDGE 12 - "1/41 c�D 2X6 COLLAR TIE @48"OC 1 1/4 1 1 2X12 LAYOVER �00D.W. 13" aFATTIC PLATE ©©QQ©F.A.I. ,,O L` 12 11/2 R 49 2ka RR 4 C.O.12 2 3 1 1/4 I C.O. 5/8"SHTG. INs. 2X4 PLATE @76"OC L3 2X8 DF#2 CJ @1 "OC 2X8 16"OC 3 — - - — 2X8 DF#2 CJ @16"O (3)2X8 DF#2 _ FLUSH BEAM (3)2X10 GIRDER CN N ' ' '� SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 — toU '� TO APROVED O R 20 TRAP HOUSE SEPTIC SYSTEM I INS. KITCHEN ' ENTRY 12X� 12 FG,COLUMN -� a PLUMBING SCHEMATIC w/6X6 ACQ POST M ti � 3'h RAILING x Z i i d W N.T.S. „ O NEW FF: ;.. o m EL.11.1' Ile — _ _ — 3/4"SUBFLOOR U ^^ _ DBL.2X8 F1 @16"OC SGL.2X8 FJ @16"OC 2X8 ACQ @16"OC � EX. FF: HOUSE TO BE < (ADD TO EX.2X6 FJ) EL.9.1' RAISED UP 24° ; 2X6 AC SILL PLATE (3)7-1/4 ML INs. (2)2X10 ACQ HOUSE TO •d Q p` TERMITE SHIELD GIRDER CRAWLSPACE S GIRDER z BE RAISED 2' , SILL SEAL 171 '• STEEL LALLY 6X6 ACQ 8"CONC.WALL .� lit ® I. ►, 2"CONC.SLAB COLUMN DAMPPROOF POST 1 f I Oj 1'dia.CONC. O rZ + I ® 24"X24"X12" ° r%, , PIER I u� O II�I j `I 111�II II II CONC.FTG. .P-,4 — -� PAC b,FASTENER TYPE: S 16"X8 FTG. 1,A No 8 WOOD-SCREW - — O ANCHORBASED Ib'« ( ) 5RR X 2n EMBEDMENT LENGTH CONC. FTG. No.10 WOOD-SCREWS BASED ANCHOR WITH 16"« In.EMBEDMENT LENGTH SECTION A-A 1„in.ala.�GxRE" SCALE: 1/4 1 0 w BASED ANCHOR WITH 16'« 2in.EMBEDMENTLENGTH " — n PRESCRIPTIVE DESIGN PER R402,2015 IECC: JillFLOOR SPACE R30 CEILING I--I y R-VALUE R-VALUE: 49Ilr A RATED SHEATHING ;EXCEPTION FENESTRATIONN GRAD, ° FRAMING MEMBER IS R19 UFACTOR 0.30 (AnRNATNNE:7/tbO.SB.) 1-3/4X14 ML RIDGE TOO SMALL : � O Q 1 I f I I GLAZED SLAB(HEATED)(2'PERIMIETER): R10 FENESTRATION NR 1-3/4X14 SHCR: U W FRAMED WAIL 7 WINDOW SILL ML RIDGE R-VALUE: R20 U SKYLIGHT r—'•I TYPICAL WINDOW OPENING U-FACTOR: 0.5E 0 PANEL SPAN EQUAL OR SMALLER +10 3 —Q„ BASEMENT WALL THAN 4 FEET (CONDITIONED SPACE) 15/19 'L max 2X10 RR IL R-VALUE: @ 16"CC Q^ • (4)3/8"dia THRU BOLTS t---I ("1 r w/WASHERS,NUTS(TYP) 1 I 1 I I 2X4 PLATE INS. 1 (2)2X8 COLLAR TIE 2xs c1 @16°oc LIVING / DINING 16"OH (2)1-3/07-1/4 ML FLUSH BEAM W 11 SISTER NEW 2X4 STUDS GENERAL CONFIRM PLATERH HEIGHT FOR I i I I I ti R 20 HACTOR TO EIEIGHTrUP TO MATCH ROOF SOFFIT TO MATCH MAIN ROOF.VERIFY IN FIELD I O LLI 11 I / WITH OWNER AND ARCHITECT D 1 � - I I I y > ` 11 DURING CONSTRUCTION z / I GRADE APA RATED SHEATHING GLTERNAWJOpD / (ALTERNATNNE:7/16"O S.BJ 4 ' • 1 \ / • N QY 2X6 PT PONY WALL INS BUILD UP PERIMETER FASTENER TYPE: SPACBVG: 'I I f ( ( I I J I I ( I I J + It OF EX.FOUNDATION _ 2%4DF#2As s - — — - Y No.a WODD-SCREW S\ BASED ANCHOR LENGTH lo•« I I ®I 1 I (3)7-1/4 ML GIRDER IL GIRDER EL,11F1'. HOUSE TO BE BA E ANCHOR LENGTH r \ / No.to w000-satEws I RAISED UP 24" Q BASED ANCHOR I. lz^« I I `I )II j • I • INSTALL DBL 2M @16"OC INSTALL DBL 2X8 @16"OC #5 VERT.REBAR (2)2X8 ACQ 2m.EMBEDMENT LENGD, I I MIN.12"OC(TYP) 1/41n.'.a lnascREw I I I T S I I I I I I I J I TO EXIST.2X6 FLOOR TO EXIST.2X6 FLOOR AN)AS REQUIRED x GIRDER - - LO BASED ANCHOR WITH 16^« I I — ' 1 I EX. FF: �• tin.EMBEDMENT LENGTH I STEEL LALLY E EL.9.1' STEEL LALLY FLOOD 6X6 ACQ T/� CV TYPICAL DOOR OPENING COLUMN MIN.2"CONC.SLAB COLUMN VENT ' POST PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD FAs7ErvcRTMaE' sPAaNG, MIN.2' CONC.SLAB AND EQUAL OR SMALLER TOGETHER FNI STUDS STAINLESS STEEL No.8 WOOD SCREW L TOGETHER WITH BOLTS W1 W STEEL BASED ANCHOR WIT"THAN 6 FEET OR GALVINIZEp�LTS W/WASHERS tin.EMBEDMEM ITH B"« 'd.� V P►• V P P ♦d F` b�' AND NUT5�2'-B'O.C. ��W ► ; f�"p► ; ^W f NCO► Pf•� �.�• 1'dia.CONC. O n ° n a:r PIER 1� No.to w000-scREws � • I " TYPICAL MULTIPLE OPENINGS BA6EMBEDANCHOR WITH 9« 24"X24"X12" 24"X24"X12" EXIST.CONC.RIK. PANEL SPAN GREATER THAN 6 FEET I.^.EMBEDMENT LENGTH CONC.FTG. _ { �� i DRAWN: jViFj/MS CONC.FTG. FOUNDATION 6 J1 AND EQUAL OR SMALLER BASEDANCHoRWITH 16"« A ' ne �P SCALE: 1/4"=1'-0° THAN 8 FEET tin.EMBEDMENT UENGM WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL VERIFY VERIFY — - ° EX. FIGS. AS PER SEC. 1609.1.2,201E IBC:ALT EX. FTGS. x ;. + JOB#: ERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) !r Friday,May]0,2019 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16^ �� w �• y` SHEET NUMBER A6D MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO %�?� �j�z'233 .(�, COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER A SECTION 1609.1.4,UST 1609.6.E AND TABLE RE UPGRADES OF N.Y.S.RESIDENITAB SECTION B-B CONSTRUCTION CODE).THIS IS NOT A SUBSTIRTTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �• �fi ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �`�■.iw� ': SCALE: 1/4" = V-011 Ts9 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACRJRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD p BOTTOM PLATE RIDGE o �e HEADER LEDGER BATHTUB Ooo oOO DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT 70 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR � 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY(VER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 0. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC ry n WALL STUD N M m THROUGH-ROOF EXHAUST w m VENTS SELECTED AND METAL STRAPL ` LOCATED BY CONTRACTOR U c 2 FL VENTILATION CHANNEL RIM BOARD RAFTER AS REQUIRED Z SILL PLATE(S) IL MAINTAIN RAFTERS w m • VENTILATION WOOD JOIST '� U C FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST STAPPING L IN ATTACHED TO WALL STUDS STUDS ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i� SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i� OPENINGS OF �/< INCH IN DIMENSION. i INSTALL 4'0" O.C. , LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CT TO ON ALL OPENINGS / ,� 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDCWN ANCHOR EACH ERAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'D" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER rrc7-1 ON ALL OPENINGS 2ND. FLOOR WALL RAFTER a I Q WOOD JOIST z F ElTOP PLATE � Q F" GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O z 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION O ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. �1 U INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS H� 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ^ ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD F-1 DBL. SILL PLATE TERMITE SHIELD I �— SILL GASKET f TYP. CONC. FOUNDATION CONC. SLABA 6 MIL r 1 DAMPPROOF EXTERIOR . POLY V '+,% 6MIL POLY ON EXTERIOR V _ ' GRANULAR FILL % � 1 • V STEEL COLUMN 1 %` ED q/Qc CONC. SLAB I ''� 1t•° ANCHOR BOLT EMBEDMENT: // I III\` , /'�`� �EVIN ° POURED CONCRETE: 7" `V `` COMPACT FILL a • BLOCK WALL: 15" o .. n KEYWAY FOOTING o V p • • a • I � � � �� l!'a a C CONC. FTG. p �'c L>' USE VITH 30 SQUARE WASHERS � ;O ANCHOR BOLT CONNECTION � N REINFORCING BAR O W p (LISP LBPS58 OR BP583) - �•.Ta. DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING - - � � � =� � � Z SILL PLATE TO FOUNDATION ,(� 0 2.� 4� W J' CRAWL SPACE OR FOUNDATION i STORY 72" OC - �O z TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION OF N v "MIN. 3 STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC Y SUBFLOOR CONC. SLAB �— >V G Q 6X6 10/10 DOOR FRAME > CC COMPACT FILL 1 DOORGE JOIST ` Lo 1 USE 2X8 STEEL BEAM V � FOR BLOCKOUT T� CV r 4" SLAB (�1 ,• P.T. PLATE I �I` W/ 6X6 WMM In I \ SLOPE / 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT •.Q�� �� 4 1 • ° • .� 1 2" (WITH A NAILING PLATE IF NEEDED) • d• .' ••p • e• . •' • TO BE APROX. 1/2" OR HIGHER THAN s _1_ 6.tt'n •• STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE a t�-'�T' --� - • a • a • a'' �•. '°A o. °A '• • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" o iC eA D �' 6X6 W.W.M. •i d 'i Q T• Q e ° • a • o••°0••� _ DRI�WI�I' . MH/MS MIN. r,b f• ° 'n �'� A'A /1y • .° �` O • ° t r—SUB FLOOR - i n •• a REINFORCING BAR SCALE: I/4"-1-� II—II .D REINFORCING BAR s•° ° JOIST° G O••°•o �o JOB$: DRAIN TILE I� ►� —_ 12" '° :• L)' C.n�•° STEEL BEAM August 18,20I7 s•!elr7?____ Pl_ATE (BOLTED TO BEAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CODE: 2015 IRC, 2016 NYS 4"MAX. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTE ICESHIELD KING STUDS SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 4"DIA.MAXIMUM MODERATE SLIGHT TO 20 PST 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE RAFTER CRIPPLE STUD LEDGER DECK AND COVERED PORCH NOTES: O RIDGE HEADER O©o 00 ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. II fasteners,hangers and anchors to be galvanized or stainless steel. 0 z_ RAFTER JACK STUDS ).Girders for deck joists to be bolted or anchored to each port or pier with washers and nuts irders on concrete piers shall be anchored with proper steel connectors anchored rO+s into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete RAFTER-TO-LEDGER CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS I6"OC WITi WASHERS HEADER-TO-POST/crUD CONNECTION be 3 ft.below grade. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck Joists to have blocking at 8'0 o.c.. p STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 1 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER(LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD Flashing shall be installed between the building and ledger.Lapping p g ti )• g g g pia. u the sheathe N ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ti M 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. ly M ro ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored '~ HANDRAILS RAFTER to girder(s). w x } Iy RAFTER ).Covered Roofs shall be assembled and anchored the same manner as a typical building. ti M ° sb 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal U for any contact with ACQ. rn POST � TOP PLATE TOP PLATE HANDRAIL NOTES:'" BALUSTERS All required handrails shall be of one of the following types WALL STUD RIM/DECK J015T 0 or provided equivalent graspability. OPEN BALUSTER ATTACHED TO WALL WALL STUD 0 1).Type 1.Handrails with circular cross section shall have an I—,J routside diameter of at least 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.If the handrail is not circular it shall have a ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 6-1/4 inches with a maximum cross section of SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTERYPLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION dimension of 2-1/4 inches. CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type II.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD inches shall provide graspable finger recess area on both rrrr�ll EACH RAFTER sides of the profile.The finger recess shall begin with a O distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"MAX. profile.The required depth shall continue for at least 3/8 4"DIA.MAXIMUM Inch to a level that is not less than 1-3/4 Inches below the R p/� �J '4 tallest portion of the profile.The minimum width of the /` w GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a f(ry Ev N S w maximum of 2-3/4 inches.Edges shall have a minimum / <•� �i• GIRDER/HEADER radius of 0.01 inches. a JOIST POST/COLUMN ° m o° NAILING SCHEDULE al POST/COLUMN (n O F U GIRDER/HEADER NAIL JOINT DESCRIPTION QTY S PACING NOTES J. O2 QI 23 STRUCTURAL PANEL gd AS PER TABLE 3.8 �O _ POST-TO- IRD /H AD R CONNECTION WFCM-SBC F I L� Cn LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF FRAMING: O DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN NAIL NAIL O U 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION QTY SPACING NOTES LOCATION USP NUMBER DESCRIPTION APPLICATION POSE-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RAFTER 8'WALL:3-8d COMMONEACH TOE-NAIL F--I TOP PLATETE 10'WALL:4-8d COMMO RAFTER CEILING JOIST T WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE STU TO RAFTER WFCM-SBC END NAIL ° BEARING PLATE GIRDER BLOCKING EACH TOE TO RAFTER 2-8d COMMON END NAIL Jr RIM BOARD ° WOOD JOIST EACH END2-16d COMMON TO RAFTER END NAIL LEDGER ••> o GIRDER/HEADER WALL FRAMING: WOOD JOIST JOINT DESCRIPTION NAIL NAIL NOTES WOOD JOIST CONCRETE PIER QTY. SPACING ••>•• TOP PLATE TO PER TOP PLATE 2-16d COMMOP I FOOT FACE NAIL O W >FLUSH JOISTS WITH HEADER/GIRDER TOP PLATES AT 4-16d COMMOP I JOINTS FACE INTERSECTIONS EA.SIDE NAIL CEILING JOIST TO BLDG.CONNECTION Z ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD TO 24" FACE w DOUBLE 2x P PROER STEEL CONNECTOR. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE STUD 2-16d COMMOO.C. NAIL � Q Z IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS (MINIMUM) HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE TO ALLOW FOR SHRINKAGE. ) FOR HEADER 16d COMMON Y OR BEAM LOCATION I USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL � U ROD (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END Q Z) REQUIRED I PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL FLASHING TUCKED UNDER (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE Y FOR STU BOTTOM PLATE TO: TOP PIECE OF SIDING AND FLC>OR JOIST,BAND JOIST, 2-i6d COMMO FOOT FACE NAIL U END JOIST OR BLOCKING � � Q LAPPED OVER FIRST CONTIN. )I C PIECE OF SIDING BELOW DECK FRAMING: L0 G 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD CONNECTED TO BLDG.@16"OC I` JOINT DESCRIPTION NAIL NAIL NOTES STRINGER CNW COUPLER NUT JOIST TO: QTY SPACING PER G TOE N @16" C POST SILL,TOP PLATE OR GIRDER 4-8d COMMOI, JOIST NAIL (2) MINIIAUM BRIDGING 2-8d COMMO EACH TOE FLOOR FRAMING sOLTS END DISTANCE TO JOIST END NAIL LTs 1 BLOCKING EACH TOE 2x JOISTS p NC HOST a 1 _ TO JOIST 2 8d COMMO END NAIL ANCHOR "dia. - � s PIER e - >ti MINIM BLOCKING TO: EACH TOE DRAWN: MH/MS o' O 16"TREAD o 'o o END ONCE 3-16d COMMO BLOCKING FOR 4 ° �• SILL OR TOP PLATE BLOCK NAIL JOIST HANGER o' 12"x12"x12" LAG BOLTS 1 ;}•Q ,g:', CONCRETE FOOTING >s a •s w LEDGER STRIP EACH FACE SCALE: 1/4"=1'-0" 'O ! !•4 TO BEAM 3-16d COMMO JOIST NAIL JOB#: e, � G ADE p a •'a CONC.SLAB °'Q . �• RIM JOIST/BD. 3-8d PER COMMO August I g,Z�I� �.a 'Q.4 (AS REQ.) �e'.�q 101 TO BEAM ER JOIST OR SHEET NUMBER: HOLLOW COLUMNIiPLI� DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK PO��G.CONNECTION BAND JOIST 3-16d COMMO PER END TO JOIST JOIST NAIL b CONC. °" V PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATION LOCATION USP NUMBER DESCRIPTION APPLICATION DEC�ORCH LEDGER CONNEXION 3'-0 4' ° PIER 4 BAND JOIST TO: PER v`C �a.. 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL 6X6 POST IPAU66ORWE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 1 PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Q•n. SPACING in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS] CONSTRUCTION NOTES: TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALI:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER W=CM-SBC LAP NAIL V sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES °G �o P P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O©o oQ0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION W=CM-SBC LAP NAIL EXT.BALCONIES 60DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER W=CM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Ed COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 N QTY. SPACING precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATEGORY (DESIGNED FOR CAT.C) � TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONU m =+ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION nj .4 m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE i � m H r 4-16d COMMONrn INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE K w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: v or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U d STUD O.C. NAIL S m.: O to SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7 1/2 inch tl attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION y SM -� .The General Contractor is to consult with the owner for all built-in items nc sum wallboard on the interior attached with cooler nails at o.c.at panel HEADER TO 16"O.C. FACE ) �' llb h i i hdih 5d l il 7" p P 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION t U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Z FOUNDATION NOTES: Type q appropriate BorrOMPIATETo: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior shearwalls shalt meet the re uirements of table 3.15a-b times the a ro riate PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMO length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: LOAD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL (MPH)) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin m exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE r` be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O BLOCKING EACH TOE 0..1 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO 1015T 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE Ed COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g BLOCKING TO: EACH TOE (BOTH FIELDS) P o Y Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 Ed COMMON @ 12"O.C. Con anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). P P g W 6 .Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w H P Pattached with the above requirements. 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL JOIST ON DECK AND COVERED PORCH NOTES: BEAMLEDGER 3-Ed COMMON PER TOE NOTES a 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL � r� N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP g P BAND JOIST 3-16d COMMON PER END ^ � the below grade portion of exterior walls prior to backfiilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL I-1 U 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, z 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g P P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 Q� Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. [--i FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. _ F SHET : For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � Z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For 0 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g � U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Ed A>PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3 (BOTH FIELDS) where needed. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE O g• 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMPAON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O W other access openings unless otherwise noted(typical). FLOOR SHEATHING: z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NA'L NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. W >- ` 1 Q Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Z N 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED 2 U under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1 = requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. Y 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. >> Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor > 2 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 LO CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 'ACRE D AR T/1 N 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural \Gj c, V 1 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed �N SC j ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, s(� over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 0 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 41 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 7 -I memberse tabulated number o+nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. N DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced to]-16d nail per foot. � 7� 3).All electrical work to comply with 2014 NEC. N SCALE: I/4"=I'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. 02 9 JOB#: torch down type material over. and R315 of IRC. 1).NEJV FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �� 2$3 �0 August 18,2017 TC VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fiireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. F N��N SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).CCMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: DEVSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A 1 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.