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HomeMy WebLinkAbout43131-Z �to�g�ffOl��o� Town of Southold 8/1/2019 off; P.O.Box 1179 co ? 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40576 Date: 8/1/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 205 Fisherman Beach Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.4-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2018 pursuant to which Building Permit No. 43131 dated 10/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EXISTING ONE FAMILY DWELLING RAISED FOR FLOOD COMPLIANCE WITH AN"AS BUILT" ADDITION AND FOUR(4)DECK/I ANDING ADDITIONS, PER ZBA DECISION #7174, DATED 08-16-2018, APPLIED FOR The certificate is issued to O'neill,Lynn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43131 04-15-2019 PLUMBERS CERTIFICATION DATED 07-18-2019 Annicar ut o ' e Signature TOWN OF SOUTHOLD �aGf BUILDING DEPARTMENT TOWN CLERK'S OFFICE oa �, SOUTHOLD, NY .jjpl � dao 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#: 43131 ' Date: 10/15/2018 Permission is hereby granted to: O'neill, Lynn Attn: James P O'neill 405 Washington St East Walpole, MA 02032 To: raise dwelling for flood compliance, as applied for per ZBA, Trustee and DEC approvals with flood permit, At premises located at: 205 Fishermans Beach Rd, Cutchogue SCTM�# 473889 Sec/Block/Lot# 111.-1-39 Pursuant to application dated 9/28/2018 and approved by the Building Inspector. To expire on 4/15/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 $350.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%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$15.00((�� Date._08 .� New Construction: Old or Pre-existing Building: (check one) Location of Property: 2 d `� Cy7G(-}-OG (Jr House No. /Street Hamlet Vw1Owner or Owners of Property:—J Suffolk County Tax Map No 1000,Section Block d Lot Subdivision Filed Map. Lot: Permit No.— Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: V Request for: Temporary Certificate Final Certificate: (check ne) Fee Submitted:$ Signature pF SOU�y®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �@ roper.richertatown.southold.ny.us Southold,NY 11971-0959 cv i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lynn O'Neill Address: 205 Fishermans Beach Road City: Cutchogue St. New York Zip: 11935 Building Permit#: 43131 Section. 1 1 1 Block- 1 Lot. 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Patriot Electrical License No: 50069-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment* OK to re-connect 200a overhead service after elevation of house Notes. Inspector Signature: Date: April 15 2019 81-Cert Electrical Compliance Form.xls d pF SO(jI,rj�,: s Town Hall Annexi Telephone(631)765-1802 54375 Main Road ° ` -�' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 _ �T BUILDING DEPARTMENT L TOWN OF SOUTHOLD J U L 1 8 ?_019 IIT DING DEF1. Date: Building Permit No. I P `I 313 I Owner:— Um o ' -ed l ----- ----- --- (Please prfnt)-_---___---._ ._ _... ..�_. .._.�.-.Piumber:..��,J�. ..Cl.l!�_I_�1:�-_.....: .�i'Y.l .. ►. 4�' — .__ ��- _—_. ------_F. -_� .�.._-�-_____-—_--___._.. - -• (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature) Sworn to before me this day of 20�., Notary Public,:_ __ _ __ _�':Cauntiy• SANDRA L.TURTURRO NOTARY PUBLIC:STATE Of NEW YORK . No.-01TU6193463 Qualified In Suffoik County My Commission Expires 09/15/2020 4�1� 1 SOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R RKS• �,/ nc--y . ..... Tit I '11� DATE 1 INSPECTOR �o��,oe soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECTION [%4/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ RAMI /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A_ D V/ DATE INSPECTOR �&A if Ti OF 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPIN.G, FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 -cl0-- 3;>aD DATE INSPECTOR nJ" I r SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION Zc4rl - �R [ ] FRAMING /STRAPPING [ ] FINAL ��� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `T f INSPECTOR`S c h� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: U 0 fro(Q&kw�� "Kew A Vln 6� ,�s ger • � a� � � z� 'r 0 gv;o�-, I h ov-( 4 D yll n(. L&16�C,0 - vi *A" r DATE IN y��31 CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com May 22,2019 .t Ou Southold Town Building Department MAY 2 2 2019 54375 Main Road Southold,New York 11971 TOWN OF SOI3T���,.,� Re: O'Neill Residence 205 Fisherman Beach Rd Cutchogue,New York Permit#43131 To whom it may concern, I have been on site and have reviewed the as-built Dining Room addition(No.5 note on Inspection Ticket). To the best of my knowledge,the framing,strapping,and insulation/caulking work meets or exceeds New York State Code. Please call this office with any question you may have. Sincerely, Mark Schwartz AIA 1le3nber A mei u-an Listitu to of A�rl�ctect2n c LRCHITECT MARK SCHWARTZ &ASSOCIATES 28495 (Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcu.com March 20,2018 D MAR 202019 Southold Town Building Department ?IBUMDING Z Main Road 'DOWN OF SOUTiJOLD Southold,New York 11971 Re: O'Neill Residence 205 Fishermans Beach Rd Cutchogue,New York To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have also reviewed the Helical Pile Installation Log approved by Brian Christopher Koch. To the best of my knowledge,the foundation work has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, c6 It® A 4'�;�. Mark Schwartz i � AIA I'VemberAmerican Institute of AUihttcoure E 5-ch Consulting EqgfneerigM P.C. ■ psi 146 North Carll Avenue,Suite A,Babylon,NY 117o2 (631)334-4066 January 28,2019 To Whom it May Concern at the Department of Buildings, This letter is in reference to the pile installation at the residence located at: • 205-Fishermans Beach Road,Cutchogue 11935 This letter is to certify that-the installation was performed in accordance with the architectural drawings design for the residence1isted above. If you have questions-please feel free.to call. 05 Nejv� 7° Sincerely, U3 Brian Koch P.E. 'oiQ�98Q11'4`�'� ��SSI®'� es IRON MEP}HOME REPAIR I WO Pm1ec1: RICHMOND CONSTRUCTION Job No. 18R-002 Address. 205 FISHERMANS BEACH ROAD CUTCHOGUE 11935 Contractor, IRON MEN HOME REPAIR.INC. Date of installation; DECEMBER 18,2018 Pile Type. 1.5"SQUARE SHAFT I10 12.14"1 Type of Structure: RAISED HOME Terrmrnetlon: PILE CAP Fngineedng Finn: KOCH CONSULTING ENGINEERING P.G. Torque Goss 5,000 FT LBS Inspecting Engineer. BRIAN KOCH P.E. Drive Head: DIGGA 10K a pd. Pier ND. Manx Deas. Lcwwh Tata)FL Pile(oven PS, msran T ua Lb ��a�eay Remits 10.12.94 L7,5 928 2 5,431 27.18 Prbcap 10.12,14 L7.5 12ft 5,522 2i.81 Pita Cap 3 10. 2.14 L7.6 12ft 8,783 28.92 Pyle Cap 4 10.12,14 LT.5 12ft 5,811 29.0$ Pita Cap 5 10.12 14 17,5 1211 5,626 28.13 PRO Cap $ 10,12,14 L7.5 124 34126.71 P'de Ca 7 10.1 14. L7.5 p 12ft 5.866 29.33 Pile Cap 8 10,12,14 L7.5 12ft $.038 30,60 Pile Cap 9 10,12,14 L7.5 128 5,911 29.56 Pile Cap id 10,12,14 t7,5 128 1i' 5872 29.38 Pile Cap 10,12,14 L7.5 12 ft '5711 28.50 Pile Cap 12 10,92,14 17,5 12 ft 800 29.00 Pile Cap 13 90,12,14 . L75 12ft 5.931 29.66'_ Pry Cap 14 101214 L7.5 12ft 5,473 27.37 pi 15.- 10.f2.14' L7' 12ft 16- 10,12 14 - - t7.5 42,ft- 5,139 25.70 Pile Cap 17 73 E28.72 Pile Cap 10 12 14 L7,5 12ft 54168Pae GaF 18 10 12,14 L7-.5- 121t 71Ca19 16,.1 14 L7,5 12ft 5 782 pile Cep 10.12,14 L7,5 12ft 5,743 Ptte�p 21 10 i2,14 17.5 _ 12#t 5.$13 28.07 Pile Cap 10.12,'14_ "-L7,5 12ft 5.543 27.72- mite Cap 23' 90.12,94, -L7,5 128 5 979 29.88. �Cap 24 iQ 12 34 i7,5 f2_R' S$93 29.07OF ap '*�" 10.12 14 17,5 128 5.931 --29.68,, P 26 10 f2,14- L7.5 12ft 5,814 29.071- 27 Cap 10.1214 L7,5 12ft 5.993 29.97p28 .10.121$ 1;7,5 12ft 5,739 28.68p29 10.92 14 17 5 i2 ft 5.593 27.87p30 10.12,14 L5' lift li10,12r 4 L7 5. 12ft 5 74 " . - p32 10 12,14 L7,5 12 R gr 28 29p.. 33 10.12:-14 t7,5 128 5,324 2$.62 Poe Cap 36 34 10;92,14 L73 12ft 6,181- 25.68 Pire Cap 10;92.-14 175- 12ft 5230 2$15 3$- -110.112:14, L7,5 -'12ft- 6,911 28.56 tie Caij 37 10.12,iA" L7 5 12-f 5489 27.45 Pile cap 10,12 14 17,5 12ft 6,011 28.06 PlteCap 39 10.12.14 L7,6, 12 ft- 788 . 28.94 Pilo Cap 40 0,12:14 _ L7 S 12ft 6 091" 30.46 ROM 41_ 10'12.1 L7r6- - 12ft 6.251 3f 26' Pile Ca 42 10,12,94 L75. - 12ft 43 8 923 3062 Poo Cap d4 0.00_ pile Cap 45 0.00 Rite Cap _ 0tm PideGa ►w� Alt helical pStes Waro Iststatied aceordtng fs approYt�latteCldral�traWtngs. ,t � vY IherehYreniiYthatthtsdsatreo3eeoJdottho7a5tattatianCMpi(l�at#h'rstSreaSan. \�.O -d �: 7..f�� LICENSE TO/dO,�'� DATE: NUMBER; 0V01.6 *' !" r" Q X98OV0, • • '��?�SSIONP�' $'I"'-y� a �"" �,,,;rte" �i'��'�,;;M.,",�..,;--;,�.....�^�-"•-:.T-....®--_: '.."e`er"^, =>=,�'�i3'�M +,. n, z-.'.5♦ tet,. ]. ,=-•�`�`.-r C1,SVh�:-.' 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Sam _ �� :�f',n°F]Yf�3`'tct� �"']t�':♦`H�`rS1 S]�'�;.'• -7 EGO ffloVT W-.7YA' .FOUNDATION (1ST) w 11ra�I' FOUNDATION (2ND) �II ;W . .'� '1 _ r�"1S1 ROUGH FRAMING& AREPLUMBING ONE INE M EIGNE ENERGYINSULATION � STATE EN �I o ?orf L ' � ► �l 'r YPA NEE 1� .MMEJft — rowu / • TWOM •� '�,' � r art �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST _ BIWLDING 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 , urvey SoutholdTown.NortbFork.uet PERMIT NO. ""6�_'1v1� � Check Septic Form c� N.Y.S.D.E.0 Trustees D C.O.Application Flood Permit Examined f 20 ;d� Single&Separate Storm-Water Assessment Form OCT C,'Ont9Ct: Approved 20` b -- Mail to:� `�c4 W Disapproved a/ r iJ.B r rD Toy� UTI F fT D Phone. Expiration 20 Z9, Building Ins r A APPLICATION FOR BUILDING PERMIT AU 3 1 7 Date ©e 151 20 INSTRUCTIONS _ T T'J7r l hi fi on MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 T014 � lan to scale.Fee according to schedule. g location of lot and of buildings on premises,relationship to adjoining premises or public streets or as,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. orke.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&suan"o the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or `y 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) (Marling address of applicant) r State whether applicant is owner,lessee,age architect, gineer,general contractor,electrician,plumber or buil�er / Name of owner of premises O I (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: IZO 5 Pi S i7f-r— J'-1 at-J r OeACN f2Q r--.1c too 6 yr House Number Street Hamlet County Tax Map No. 1000 Section _Block t'✓ 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'( I�1 L E GA/Vj 11 it 46.5' b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing ti's 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 occup c specify nature and extent of each type of use. � �L6+ ' 7. Dimensions of existing structures,i 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 9. Size of lot:Front 1 Rear PL4 NDepth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated p?—4—0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13.Will lot be re-graded?YES NO$—Will excess fill be removed from premises?YESX NO faI 14.Names of Owner of premises 1 V LG Address Phone No. (D 2(� Name of Architect AJAddress Phone No Name of Contractor C Z Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NOZ— *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIIfD. b.Is this property within 300 feet of a tidal wetland?*YES_L,!L'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_y_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SV'nip being duly sworn,deposes and says that(s)he is the applicant (Name ofind&iduat signing contract)above named, (S)He is the GG (Co tor,Agent,(Jh4orati Officer,etc.) of said owner or owners,and is duty 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 Si of Ap rcant U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agencytign-Date: Nov ,e 011 -,-\National Flood Insurance Program - ELEVATION CERTIFICATE L�� r Important:Follow the instructions on pages 1-9. �.� " � � J JUL 1 8 2019 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INS. # Eff f,i •-USE Al. Building Owners Name Policyr� �� Lynn M. Oneill A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number. Box No. 205 Fishermans Beach Road City State ZIP Code Cutchogue New York 11935 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk County Tax Lot No. 1000-111 -1 -39 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.41.00'27" Long.72'27'23" Horizontal Datum: ❑ NAD 1927x❑ 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 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,596 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes Z No A9.For a building with an attached garage: a) Square footage of attached garage 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 ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Town of Southold 360813 Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 36103CO164 H 09/25/2009 09/25/2009 AE 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE 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,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 205 Fishermans Beach Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑x Finished 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,ARAE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 11. 6 E] feet ❑ meters b) Top of the next higher floor 6. 1 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11 2 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6. 2 ❑X feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6. 2 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6. 2 ❑X feet ❑ 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 maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifrer's Name License Number John C.Ehlers 50202 Title ��®G.NE H4 �® Land Surveyor ��cP Company Name John C.Ehlers Land Surveyor °r , Address o 6 East Main Street </0,�,5' So202- City State ZIP Code Fo LAND s Riverhead New York 11901 Signature Date Telephone 05/31/2019 (631)369-8288 Copy all pages o IP is Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(inckWing type of equipment and location, per C2(e), if applicable) Lowest machinery servicing the building is AC unit on platform at east side of house. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. 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,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 205 Fishermans Beach Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 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. z: „# • 5'+'+i"`'""':.-_,.if iII R'ri��F'�'r�'���' � _ - y`...i�?m5�a�..... .�,c�f`e, Photo One Photo One Caption Front 05.30.2019 - , a �� P ,l„• i-,-..� "A.a� ;.�....w-....::f-:�w-SSS '���"fi�^^`"; ra.� r,.'.•R;,-.t'"-.Wn Tf1Cr71�>mk. '.,_^ '�6.. ��, rt."2.'k+'.11_f�t1 !i _ ai=n'. rn ,fRta" i'T ^,4 .d•+ tE4ee".,P' u4'v' a�4 ~��y, ".�•. _ ^4S='xYtiL X' Photo Two Photo Two Caption Rear 05.30.2019 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 Wchael J. Domino, President kyr®�° �� Town Hall Annex John M. Bredemeyer I11,Vice-President `� � y 54376 Route 25 Charles J.Sanders - P.O. Box 1179 c� s, Southold, New York 11971 Glenn Goldsmith ®� y�} Telephone(631) 765-1892 A. Nicholas Krupski `�c1171UI i! Fax(631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 28, 2017 Daniel T. Generosa, Esq. 315 Richmond Lane Peconic, NY 11958 RE: LYNN C. O'NEILL 205 FISHERMANS BEACH ROAD, CUTCHOGUE SCTM#: 1000-111-1-39 Dear Mr. Generosa: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin, III Land Surveyor, dated October 26, 2012, and determined that the proposed elevation of the existing dwelling on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any , sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area • 2 and the coastal erosion hazard area between the tidal wetland jurisdictional bound ntamer, or hay bal®berm• and your project or erecting a temporary fence, This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, I Michael J. Domino, President Board of Trustees MJD:dd 1 I 1 i i I I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)4440360 www.dec.nygov NO PERMIT NECESSARY NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION July 31, 2017 Lynn O'Neill 205 Fishermans Beach Rd. Cutchogue, NY 11935 Re: DEC ID#1-4738-04539/00001 O'Neill Property 205 Fishermans Beach Rd. Cutchogue, NY 11935 SCTM# 1000-111-1-39 Dear Ms O'Neill: The Department of Environmental Conservation (DEC) has completed a review of your proposal to lift the existing single-family dwelling and to expand the front deck, located more than 75 feet from DEC-regulated tidal wetland boundaries, as shown on the plan prepared by Michael Scott Sudano, dated June 23,2017. Based on the information you submitted, DEC has determined-that the project Is listel in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661,5#'s 26&50)as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act(Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office If such activities are contemplated. Please be further advised that DEC has documented the occurrence of least tems(Stems anfillarum), a species listed as threatened, in the vicinity of the subject property.We have determined that certain activities,including but not limited to, excavation, the placement of fill, grading, some construction/demolition activities, and the operation of mechanical equipment at this site during the species'spring and summer nesting season may result in the"take"of these threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take"is defined in part as the direct killing or injury of individual members of a protected species, Interference with critical breeding, foraging, migratory, or other essential behaviors, or the adverse modification of the species' habitat. The"take"of a species listed as threatened is prohlliifeci in' the al sefiae of a permit from this Department Issued pursuant to ECL§11-535. in'order:to avoid,the`Endangered,Species'"take°'�.situatidn, we'rtd mmend theft,-no acEivitle's of" .the:h6t6re-described above,be-contlupted at the project-sitebetween_the dates:ofAprii i;0d ,", August'$1;of each cai®nda�year,Vuithout,the specific�authorization'of=DEC's;i3ureau'ofWildylife`' r _ - - WYORK DepaEnvironmenrtmentofta Il Conservatibn If you are unable to comply with this recommended 'work window' or you have questions about the presence of protected species on or near your property, the potential effects of activities on these species, or your responsibilities as a landowner under the Endangered Species Regulations, please contact Kevin Jennings Irl our Regional Wildlife Unit at(631)444-0307. Please also note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Scovezzo Deputy Permit Administrator Ifs cc: Cole Environmental BMHP-TW file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 20, 2017 TO: Mark Schwartz (O'Neil) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated August 31, 2017 For as built additions and alterations and proposed alterations (raise and move) to an existing single family dwelling at Location of property: 205 Fisherman's Beach Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 111 Block 1 Lot 39 5 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 15,387 square foot lot in the Residential R-40 district, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum single_side yard setback is 10 feet and the minimum combined side yard setback is 25 feet. Following the proposed construction, the dwelling will have a single side yard setback of.03 feet and a total side yard setback of.06 feet. -------------------- ------------- Authorized Signature Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 20, 2017 RENEWED: March 23, 2018 TO: Mark Schwartz (O'Neil) PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated August 31, 2017 For as built additions and alterations and proposed alterations (raise and move) to an existing single family dwelling at Location of property: 205 Fisherman's Beach Road, Cutcho ugue, NY County Tax Map No. 1000 - Section 111 Block 1 Lot 39 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming; 15,387 square foot lot in the Residential R-40 district, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum single side yard setback is 10 feet and the minimum combined side yard setback is 25 feet. Following the proposed construction the dwelling will have a single side yard setback a.03 feet and a total side yard setback of.06 feet. Aut ign ture Cc: File, ZBA BOARD MEMBERS Southold Town Hall LeslietKanes Weisman,Chairperson 0f SOUj53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes coo_ Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Ol,YCO � Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEI ED 1=11 Prn- FINDINGS,DELIBERATIONS AND DETERMINATION 2 O 2018 MEETING OF AUGUST 16,2018a. 7" ZBA FILE#7174 S thold Town Clerk NAME OF APPLICANT: Lynn M. C. O'Neill,Trustee(James P. O'Neill Trrev.Trust) PROPERTY LOCATION: 205 Fisherman's Beach Road,Cutchogue,NY SCTM No. 1000-111-1-39 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 H 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 April 16, 2018 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 July 17, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 15,387 square foot water front parcel located in an R40 Zoning District. The parcel measures 63.90 feet along Cutchogue Harbor on the southerly boundary, measures 65.00 feet along Haywaters Road on the northerly property line, measures 255.23 feet on the westerly property line and 255.48 feet on the easterly property line. The parcel is improved with a one and one-half story frame house with a deck, and a frame garage as shown on a survey prepared by Nathan Taft Corwin,LLS,dated October 26,2012. BASIS OF APPLICATION: ,Request for Variance(s) from Sections 280- 124 and the Building inspector's March 23, 2018 Notice of Disapproval based on an application for a building permit to legalize as built additions and alterations and to construct alterations ( raise and move) to an existing single family dwelling at; 1) less than the code required minimum side yard setback of 10 feet; 2) less than the code required minimum combined side yard setback if 25 feet; at: 205 Fisherman's Beach Road, (Adj. to Cutchogue, Harbor), Cutchogue,NY 11935 SCTM# 1000-111-1-39. RELIEF REQUESTED: The applicant requests variances to raise the dwelling approximately 5.5 feet from grade while slightly shifting the location of the house in order correct the encroachment on the neighboring lot to the Page 2,August 16,2018 #7174,O'Neill SCTM No. 1000-111-1-39 -west. In doing so,the applicant is proposing a side yard setback of.3 feet where code requires 10 feet and a total side yard setback of.6 feet where the code requires 25 feet. ADDITIONAL INFORMATION: During the public hearing,the applicant's representative indicated a correction to the Notice of Disapproval to read .3 feet side yard setback and .6 feet total side yard setback. In raising the house,all decks surrounding the house along with a non-functioning hot tub will be removed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 2,2018 at which time written .and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law-4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of older single family waterfront homes in an area that is prone to flooding. The neighborhood has many non-conforming structures. The applicant is elevating the subject house and moving it only about 6"to 9"slightly. The proposed changes move the structure off of the neighbor's property and within the applicant's property boundaries and will create no visible impact. 2. Town Law 4267-b(3)( IM. The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The single family home was constructed in the 1930's well before current zoning. Any additions and alterations on this house will require the benefit of an area variance. 3. Town Law &267-b( )MM. The variance(s) granted herein are mathematically substantial, representing 97% relief from the code for the side yard setback and 99.76%relief for the code for the combined side yard setback. However, the existing structure has non-conforming side yard setbacks and the proposed shift will move the structure off of the neighbor's property and center it on the subject property,thereby curing an encroachment on a neighboring lot. 4. Town Law &267-b(3)(b)(41. 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. Additionally, the home will be elevated per FEMA regulations to protect the existing dwelling which is located in an area that is frequently prone to flooding 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling on his property 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 Dantes, seconded by Member Weisman, (Chairperson),and duly carried,to Page 3,August 16,2018 #7174,O'Veiil SCTM No.,1000-111-1-39 GRANT the variances as applied for, and shown on the site plan dated October 31, 2017, labeled S-1; and architectural plans dated April 6,2016,labeled A-1 thru A-9,all prepared by Mark Schwartz,Architect. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other-feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). Les ' Xanes Weisman Chairperson Approved for filing �/ /7/2018 Ir Scott A. Russell SUPERVISORa �j I��1[A\lam A\�G�]EI��1[]El�T SOUTHOLD TOWN HALL-P.O.Box 1179 v- 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) [IetA. 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. [ VC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑a D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F.. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit�your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date / District �? NAME �rI G P_ 7- f 0- .79 D J/417 Section Block Lot �" ,1 7 FOR BUILDING DEPARTMENT USE ONLY Contact Information ( J J /Ap TekpMne Numbed `rG , w //^ Reviewed By — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — Z tI,f"�rrN��L�-rte,! +3rd-�Gti2� ❑ Approved for processing Building Permit. � Stormwater Management Control Plan Not Required. CUAy�� Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �® — 05 1' S �_ a Stormwater Management Control Plan CHECK LIST - NAME: M K SC,Hw,42 TZ— Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Al Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing 'I f 1 all Information that has been Required by the following Checklistl Ignature � T� I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please i 1 show all of the following items: If you need additional room for explanations, P e n r a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall include but not be limited tDEPT. e. Limits of Clearing & Area of Proposed Land Disturbance. rampaMNOI. f. Existing& Proposed Contours of the Site (Minimum z Intervals? g. Location of all existing& proposed structures, roads, Seeding of exposed and/o;inpetive soils. driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). N U U k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). ✓ �— �J M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch E-- rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval contact Items requiring details shall include but not be limited to, Bac t , ro a. Erosion&Sediment Controls. that the raurage has Wet'h5t-2iled to GGde b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERIN EPART USE ONLY**"a Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 - OF SO�p�®� Town Hall Annex l 1 e 54375 Main Road QQ P.O.Box 1179 �+ ro er.ri own.so of .n . Southold,NY 11971-0959 �� D MAY 2 4 2017 BUILDING DEPARTAffNT EOXDING DEPT. TO%W OF SOU'>L HOLD TO"OE R®Ufi66 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: L-lr j I-j G 1N3iFr L 2IjsT15f Date: 14 S 2 Company Name: -F- ,e-, C Name: 2 A�11c pIJL I sr License No.: Sp D F Address: �j Phone No.: JOBWE INFORMATION: (*Indicates required information) "Name: L--Y�j t� d A O I L c� "Address: 26 S' +=1S-}-t9',2� Arj s- -4 � ,-a- P-0 "Cross Street: F�A\/UJATGk-S "Phone No.. _S( ( -435-q2- - 3ermit No.: rax-Map District: 1000 Section:_ I ! Mock: i Lot: `BRIEF DESCRIPTION OF WORK(Please Print Clearly) _��co L tLl 6AL S EP V(CIE: 'i-d E S-rA s 14 tali✓�,.s �S Please Circle Ali That Apply) Is job ready for inspection: C- S J7 NO Rough In Final Do you need a Temp Certificate: DEdf NO - 3gqere,ra c o w, 'emp Information if eeded} - Cs`16) L68-3Oe,, � J Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead ►dditionai Information: PAYMENT DUE WITH APPLICATION 6 n K, si rJ 67 AS k�o. H6 r1 f- ow 0jP-- M6 -FUR-73 d �- ,G�G�2rL P- FLC-VATc�I u— ezk ? TS A-e E lav P/�o�sJ - - B2=Request for Inspection Form a to( f(0-7 o�O��FEOL��Pf� Town Hall Annex �* ��., 1 Telephone(631-1802 54375 Main Roado _ Fax(631)734-9502 P.O.Box 1179 C40 Southold, NY 11971-0959 BUILDING D_•EPAktIVIENT NOTICE OF UTILIZATION-OF, TRUSS�TYPZ CQIQSTRUCTCON, PRE-ENGINEERED WOOD +COISTRUCTIO-N All OR-T NIBER CONSTRUCTION Date: I r° Owner._ LLr ==y y ;• %` • _ _ - - V ,�.Location of Property: r R-0 - Please take notice that the (chedk , . 1 :line):' ". New residential AEucture Addition to existing residential structurell Rehabilitation to ar3<exisQng.residentfal strackwe y., to be constructed or performed at tfie'' ± i i i t jr; c f +'r a above will atilize r (check applicable line): r: t Truss type construrn•f {,;�_..' 4•• ::•,r ; Pre-engineered �Veod:'wipa'qrg - Timber,constructionC) . . ' 4r •„ - ,+ . in the followirig location(s)(check applicable line): Reef 1nd6diFigcifes .:at1artts( . Roof Barbing(R)' - Floor of. iticnii g, FRS; Signature: -Name (perscin.suabmift Pig this for:,,: `l T�61✓ �� � Capacity(check applicable line): Owner - - Owner representative TrussResReg15.docx Effective 1/1/2015 � ;a I„I�n Ii,111 5.1()95 Mall, 7��TI j"14 T. TERRY 1 � r �� f' O_ flax 117h \/W 11 CLERK Cf- . - SclulhOld Nc\, 1'iuk 1 I t G15fRnR Or V1TN.STA I51105 +'�A ICS " 1 TFax (5 1 01 765.1 9 It MARRIAGF OFFICER - rjOl' cicl�li�rnc (51!1) 7(r t. RECORDS M✓kNAGEMENT OI-f ICEII // 1 _ 4 f REEDOM OF INF'OR 4A ION OFFICER OFFICE OF THE TOWN CLERK 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 // pplication" (FDP(93) ] , and ""Certificate of Compliance fir Development in _ / Special Flood Hazard Area (C/ C(93) ) 1 13� DEF' TOWN OF SOtT710LD Au i/th T. Terr Y Southold Town Clerk August 25, 1993 L 't APPLICATION w_ r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and si6l- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used cu ed 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 fiilfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make caasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE i ` SECTION 2: PROPOSED DEYELOPI./IENT (T,�c completed by APPLI-CAN1l NAME ADDRESS TELEPH� tl`F APPLICANT 0/' 1 V nG�I � V N taolh A BUILDER t J-7%.01 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 landmark A skctcb attached to this app�c-alion sbowing the project location would be hclpfW- I I 9 0 S �• 6 etc,J r urt e�hoou� Set, /Is6- l f e. # I iI — L ,ol FDP(93) APPLICATI0N PAGE 20Fd DESCRIPTION OF WORK (Check all appbcable boxcs)- A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) 1KAIRcratioD ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Usc (Residential & Commerci2l) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTNITIES. ❑ Fdl ❑ Mining ❑ Drilling ®'Grading R Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roa�i4 Street or Bridge Construction ❑ Sub�jjvision (New or Expansion) / ❑ I�dual Water or Sewer System f ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION f-ro be completed by LOCM- ADMIMSTRATOR) The proposcd development is located ou FIRM Pancl No. . Dated The Proposed Development: ❑ Isf�QI located in a Special Flood Hazard Area (Notify the appGca-nt that the application review R complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is loo-Year flood elevation at. the site is:- Ft. NGVD (MSL) ❑ Unavailable ❑ Tbc proposed development is locntcd io a floodway FBFM Pa.ocl No. Datcd ❑ Scc Section 4 for additional instructions SIGNED DATE . APPLICATION # PAGE 3 OF 4 SECTION 4• ADDITI NAI. INFORMATION RE U1RED To he tom Ictcd by L CALADMINISTRATOR The applicant must submit the documents checked below before the application can be processed: ing structures, water bodies, adjacent roads, lot ❑ A site plan showing the location of all c)asl dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the fust floor and details of enclosures below the first floor. Also O 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 landform alterations_ 0 Top of new fill elevation Ft. NGVD (MSL). ForNGVD ❑ Floodproofing protection level (non-residential only) Ft: (MSL). floodproofed structures, irppljcant must attach certification from rt.&ered engineer or architect. ; ❑ Certification from a"registered cngweer that the proposed activ4 in a regulatory floodway will act 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 therSECTION 5 PERMIT DETERMINATION (To be completed by LOc'AL ADMINISTRATOR) 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 JF BOX A i5 checked, the Local Administrator may issue a Dcvclopmcol Permit upon payment of designated fee 11' BOX B is checked, the Local Admuustrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the local Administrator or may request a hearing from (be Board of Appeals I 1 APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appcals? O Ycs O No Hearing date: AppealsJ o --- - Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliancc is issued The following information must be provided for project structures. This section must be completed by a registered professioga] engineer or a Gccnsed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areasbottom of lowest structural member of the lowest poor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofuig protection is FT. NGVD (MSL). NOT Any work performed prior to submittal of the above information is at the risk bf the Applicant- SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage, prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTIONS CERTIFICATE OF COMPLIANQE(To be completed by LOCAL ADMlNISTRkT R Certificate of Compliance issued: DATE: BY: Attachment B • /� BAMP,LE CERTIFICATE F COMPLIANCE for Development in a Special Flood Hazard Area i ' I f I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (()WIMIR MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BU[LDING O VACANT LAND J THE LOCA-, ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQLgREMENTS OF LOCAL LAW #_, 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARLANCE # , DATED SIGNED: DATED: C /C ( 93) - © New York State Insurance Fund D Workers'Compensation&Disability Benefits Specialists Since 191 OCT 2 2 2018 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INREPT. TOWN of souTHoL D 0- .** •0 "^"^"^ 352550349 RICHMOND CONSTRUCTION INC 98 JEWETT AVE ��r • STATEN ISLAND NY 10302 SCAN70 VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RICHMOND CONSTRUCTION INC TOWN OF SOUTHHOLD BUILDING DEP 98 JEWETT AVE 54375 NY 25 STATEN ISLAND NY 10302 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Q2388 472-9 153846 05/02/2018 TO 05/02/2019 10/22/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2388472-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT&SOLE OFFICER AMNINDER SINGH OF RICHMOND CONSTRUCTION INC _THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION-TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. THIS POLICY IS CANCELLED EFFECTIVE 10/31/2018. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:40100588 U-26.3 Ac V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) L� 110/22/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Mayer Gelbman GM Insurance Brokerage Inc (A/c°N o EXt•1718-257-1400 a ,,:1347-435-2598 199 Lee Ave#228 A DREss, mayerAqmib.net Brooklyn, NY 11211 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Travelers 36137 INSURED INSURER B.-Travelers 36137 Richmond Construction Inc INSURER C: 98 Jewett Ave INSURER D: Staten Island, NY 10302 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICPOLICY EXP LTR POLICY NUMBER MMIDDY EFF MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A 680-4K216616-1.7-42 12!06/2017 12/06/2018 CLAIMS-MADE F OCCUR PREMISES Ea occurrence) $300,000 MED EXP(Any one person) $5,000 PERSONAL$ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY jE'CT 7 LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER* $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Es accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B UMBRELLA LIAB X OCCUR CUP-4K300979-17-42 12/06/2017 12/06/2018 EACH OCCURRENCE $$,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $8,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is listed as additional insured per policy terms and conditions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Town of Southhold BuildingDepartment THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN p 54375 NY 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southhold, NY 11971 AUTHORIZED REPRESENTATIVE Mayer Gelbman ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by CMR on October 22,2018 at 10 18AM 1 � a I V1 O w - W HIGH WATER LINE EQUAL TO TIDAL WETLANDS BOUNDARY AS DELINEATED / BY EN-CONSULTANTS ON 7/10/12 FLAG U 0 W N O U FLAG , I H A Y W A T E R S N C 0 V E FLAG O ri N % - 0 M c� O L\ ° mPM C7, m o C> r_4 of � 00 (IJ 44 x rn U LN . rn U cu a EROSION&SEDIMENT CONTROLS W Shall include but not be limited to: A well maintained Construction Entrance, U `i V Wire Backed Silt Fencing,stabilization & 0 Seeding of exposed and/or inactive soils. U) N DRAINAGE INSPECTIONS ARE REQUIRED M� Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. V U o14 x E=4 10 3 C 0164 H R APPROVAL OF STOR ATER ANAGEMENt CONTOL LA .T W Cod C Date: 10 I, f R r 6 Approved b . •; TIONS IU { tiI M HAY BAY w/ SILT FENCING LIMITS OF CLEARING TO BE a NO MORE THAN FROM N O F — / PROPOSED WORK K AS LYNN M.C.O'NEILL INDICATED ON SITE PLAN TO T __ O 6 — �5 I UTILITY 'INEATED )N 7/10/12 4 /5 N/14017'30" E 1 ; 255.23 . OVERM Q�X/�$g$.—-—'— —- — ODE e� / v / QUTDOOR / O� O / ✓ -- Ex1sr EL 6 s SHOWER NO CHANGE EXIST.HOT TUB TO EX.SHOWS$ FRAME / 5 TO REMAIN WOOD DECK GARAGE I / F, / \ O m DECKEXPANEXPAN \ EXIST.El 5 56' �p • � O / L - 1 \ EXIST EL 7 09' NO CHANGE Y �" PROP EL 1025' TO EX.GARAGE / %0 / /w i 1-1/2 STY, ST NE PAT P / / FRAME WOOD / / UJ'ci I LL I r-, HOUSE DECK., 1 O T, , EXIST.FF EL 7.3T EXIST.EL 7.09' 14.1/(i/ / i i PROP.FF EL 10 5' PROP.EL 1025' O / I / ' \ �- NEW PI S I RAISE DECK I /O / N NO i i NEW GIRDERS h RAISE DECK 1 I RAISE HOUSE NEW PIERS --1 1 1 I (NEW STAIRS) NEW PIERS NEW GIRDERS , / / I T i NEW GIRDERS (NEW STAIRS) 79! COEXIST.AIR I NDITIONED O UNIT TO REMAIN 6Lj O 11 — I I 7I 5 i i 5 1 �-1 1 � 6 I 253/48' REMAINS OF WOOD GROIN I WOOD TIE WALL FRAME S 14°2414011 V) WOOD TIE EDGING FLAG 4 /5 SHED .7 �/�/ 44 21 / I I / p N O F WATER �._ NO�I0 H A Y o o METER / THOMAS E.SAMUELS C FRAME HOUSE&GARAGE p Q 44j / FLAG m SITE PLAN 0 SCALE: 1" = 20'-0' LANDING ROAD tigy, (PRIVATE ROAD) OJ O 5 U RV EY Of LOT4 N AS SHOWN ON A CERTAIN MAP ENTITLED°SUBDIVISION MAP OF PECONIC BAY PROPERTIES INC" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4/15/1931 AS MAP NO.78G e 51TUATE : CUTCHOGUE TOWN : SOUTHOLD SUFFOLK COUNTY, NY S SURVEYED 10-2G-2018 STAKES 5ET 12- 10-2018 FINAL 05-31 -2019 SUFFOLK COUNTY TAX # 1000 - III - 1 - 39 CERTIFIED T0: LYNN M. ONEILL (r Z. ��S ail ss hF i,,�jCJ o- F� •g- �o,se �Q / o sT�MF °OP ' /OTS $SMF r fsa m °P Y8 Y Otj N P/RSF S m °.4UF N Y8 p PRgA4 g. a_ STOOP p (y) O o m ti' O Z �� d- d- o�U Y� ` ..\\ pN F F 2pV� �F ILI"ll O JUL 1 8 2n19 O [F.—E.M.A. FLOOD ZONES AE(EL G) VE (EL 8) FROM F.I.R.M. PANEL 3G 103C0164H NOTES "Unauthorized alteration or addition to a survey mop bearing a licensed land surveyor's seal is o PIPE FOUND JOHN C. E H LE R5 LAND SURVEYOR ss� � violation of section 7209, subte Education 2 of the ®q,. New York Slate Education Low" NC.Ey "Only copies from the original of this survey l� marked with ll anginal a the land surveyor's stamped seal shall be considered to be valid true G EAST MAIN STREET N.Y.5. LIC. NO. 50202 ,A �' at this >•T. .� y "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— Area = 16 597 Sq. Ft. RIVERHEADs N.Y. 1 1 901 3G9-8288 Fax 3C9-8287 9 isltng Code of Practice for Land Surveys adopted by the New York Slate Association of Professional Area = 0.381 Acres Land Surveyors Said certifications sholl run only GRAPHIC SCALE I"= 30' je5urvey@optonllne.net 0�2 "°r �pQ to the person for whom the survey Is prepared, and on his behalf to the title company, governmen— S 50202 lot agency and lending institution listed hereon, and to the assignees of the lending institution CerUfico- 1 LAND Sv tions are not tronsferable to additional inslituLons FOUNDATION w m LU L 'HICK FOOTING I -- AR @12"OC ewe t�EScheck Software Version 4.6.4 VALL PERIMETER) \'\��\' 'a � 2 H•J \ . 9 —, 1 15i/\2\ \\1 Compliance Certificate 6'—10" 4, =111/2" \y 4'—!l 1112 7 —g3/4 E\�'�\\ :�a 7'-93/4" � (3)1-3/4X11-7/8 r-- ---, I - , , �--- --, (3 1-3/4X11-7/8 i i (3)1-3/4X11-7d ML GIRDER _l i EI❑ L �l- I i ML GIRDER i ML GIRDER Project --------- - - --�— -_ t- - =--==---- II IL------' Energy Code: 2015 IECC --r--- - I Location: Cutchogue, New York .I 'Ci) Construction Type: Single-family Project Type: Addition \ Cf ¢o I I �I Climate Zone: 4 (5572 HDD) :I oLLo a.. , 2X_ 6Ix I Permit Date: I ' x I•\\ \ ' @16 OC N I CO Permit Number. .' X ' „ Construction Site: Owner/Agent: Designer/Contractor: r_r____ O'NEILL HOUSE Mark Schwartz,Architect i '' (3)1-3/4X11-7/8 205 FISHERMANS BEACH ROAD P.O. Box 933 ML GIRDER Q CUTCHOGUE,NY Cutchogue,NY 11935 LF9 ---- i '� u 6X6ACQPOST631-734-4185 Q mksarchitect@optonline.net –11 11 4'-10" _ Q 2>12"dia.CONC.PIER T BELOW GRADE -..., .•- _ Il �� _ t,t - .,�,t .:. _ .__�...,....�_. .-..._...._...�...,:...,_4.,...._...._. ._...-.._. .__. .-.,,., ..._._ __.:-_.- (TYP) O WU Compliance: 0.0%Better ThanCode Maximum UA: 36 Your UA: 36 Maximum SHGC: 0.40 Your SHGC: W 0.27 9'-11" 15-712" The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. ^� CIO It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies w � 77777i PARTIAL FOUNDATION PLAN o SCALE: 1/4" — 1'-0" �• Floor 1:All-Wood joist/Truss:Over Outside Air 78 21.0 0.0 0.044 3 ti U Ceiling 1:Flat Ceiling or Scissor Truss 78 21.0 0.0 0.047 4 O N Wall 1:Wood Frame, 16"D.C. 205 13.0 0.0 0.082 12 Window 1:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC:0.31 Door 1:Glass 40 0.270 11 SHGC:0.25 O Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other c� calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in ch N Q o REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. m a v v X Name-Title Signature Date Cc c `p 0 � >� X 0 0 00 X 11-4 v U tCz N cu F N 0 Project Title: Report date: 05/01/19 C� Data filename: Untitled.rck Page 1 of 1 J 1 0 Ln i --- ---------- U U Q SCJ O EXISTING DINING N I � in nt a;,s,E ! }' 'i . tic dG'.'�.'• —_- — -' >,' ! }P. ' ��'f_ I, .A "_— -.—' ( __.... --------------- `I'•vl r Y , b' C I� .,.T'4' -t ,,,, �---^� f,.,rA�' �S}� IF f C', -Y, ... "�.. _ aw4- '"` v'- .4 i < "�"'"'�'' ,I . .-.w..-�.._.._-,...,___^-"..._ �,.-.- .,,.,awe*:' a,,� "*°.T,p; .6'" ��• .+.yg�`. ,� 1A,k .. PARTAL 1ST. FLOOR PLAN ,� ( 6, Sr V-0" k I SCALE: 1/4" 1= -0II ' r ¢r DRAWN: fel. SC E: JOB#: 5/1/2019 NORTH ELEVATION EAST ELEVATION WEST ELEVATION �, '` ;� SHEET NUMBER: REVISIONS: O I H of w H Ili Ifs CA HAY BAY w/ SILT FENCING mLIMITS OF CLEARING TO BE O NO MORE THAN 20'FROM !�—_ N O F V PROPOSED WORK AS LYNN ILL ,5 p INDICATED ON SITE PLAN HIGH WATER LINE EQUAL TO TIDAL N — _ _ _ _ _ _ _ -- — — —5 4 WETLANDS BOUNDARY AS DELINEATED r 6 I UTILITY BY EN-CONSULTANTS ON 7/10/12 wee/4 /5N,/14017'30" E ' 0.3' _ 5 5 _ QVERHEA W2Z___—_—.—\ — POLE 1 /ZT N10 I UXIITEL67T R / R � FRAME HIGH WATER LINE EQUAL TO TIDAL GARAGE /[� t WETLANDS BOUNDARY AS DELINEATED t PROPEXIST.EL 10.2 ♦ EXIST.EL 5.56' OBY EN-CONSULTANTS ON 7/10/12 PROP. EL 10.25' NO CHANGE� TO EX.GARAGEC U T C H O G U E / / WEJ ,FRAME' 1 NEPATFLAGH A R B O R , ��` i , O HOUSE/� I EXIST.FF EL.105 h i PROP.FF EL.10.5' 've H I'll ' / \ SI t O u ti0 ti0 7 / �C i i ' lz RAISE DECK /O IRDERS /�yM i i RAISE HOUSE NEW PIERS O^ ti/ / / t / I I f J i I NEW GIRDERS (NEWNEW PIERS NEW STAIRS) PROPOSED PLATFORM FOR EXIST.AIR -CONDITIONER f1 6 7' 1 16 S I I WOOD TIE WALL 0.3' / / 4� %0, ^ M 71 $ 14 �5 25 3,1481 REMAINS OF WOOD GROIN S 14024,4011 / 0 Q v U WOOD TIE EDGING Oma( �/� FLAG i hri U FRAME �+-� �t� O r N/O/F M®ER � oH AYWAT E RSTHOMAS E.SAMUELSFRAME HOUSE&GARAGEC O V E 4 / FLAG V t w4 / crJ N w o Q2� t SITE PLAN 2 �- �' / om �O t r' � Q., u SCALE: 1" = 20'-0' 0-, O :t� `� m0 G .0 Ln U E v� U) ni o wZ LANDING ROAD Ax (PRIVATE ROAD) G�elc Fps w uU O SITE DATA: N SCTM # 1000-111-01-39 DESCRIPTION: TOTAL: LOT COVERAGE: PROPERTY: 15,387 SQ.FT. 0.353 ACRES FLOOD INSURANCE RATE MAP 36103CO164 H3/3 HOUSE: 1545.9 SQ.FT. 10.0% 1 �+ 'm' NORTH DECK: 296.2 SQ.FT. 1.9% SOUTH DECK: 672.5 SQ.FT. 4.4% ZONE AE (6') BASE FLOOD ELEVATIONS .SEFtEDq GARAGE: 364.8 SQ.FT. 2.4% No VIN &C, vIA ZONE VE (81) COASTAL FLOOD WITH HAZARD p)) Y 1 DRAWN: MH MS TOTAL: 2879.4 SQ.FT. 18.7 (WAVE ACTION) BASE FLOOD - SALE: ,/4 =,r_o� APR - 2 �i� �2 33g �� 70B#: NATHAN TAFT CORWIN III SURVEY DATE: OCTOBER 26,2012 � �O Apri101,2019 MEETS&BOUNDS BY: LAND SURVEYOR ELEVATIONS DETERMINED of N ESN SHEET NUMBER: 1 'r S. 1 y � 11hJE1r7'"Fll fflAl`�T f' REVISIONS: SIMPSON CCQM5.50-SDSHDG EXISTING FLOOR SYSTEM CMU COLUMN CAP TO BE STRAPPED TO GIRDER EXISTING HOUSE FF 10.5' EXISTING FLOOR EL. 9.6 GIRDER 1-1/2" INSULATION BOARD w/ 1/2" 10'-01/2 EXTERIOR SHEATHING ,r 8 _0 (3} 9-1/2 ML EL. 8.9 � (PERIMETER) + N r — — — — — — — — — — — — — — -I I I (2)2X8 ACQ I - . (4) #7 VERTICAL -d�- I 6X6 ACQ POST REBAR 12"dia.CONC.PIER O I v 1 3'BELOW GRADE 16"X16" CONC. O 1 (TYP) 1 I EL. 5.3 - 5.8 BLOCK PIER EL. 5.3' ° ° ' l f- �t II iW_ 4 4 4 4 I---- ;---- _GRADE,= IJ 11 = 1 111_ I _ =icoNc. SLAB I1k L:�- y, d! J1 1 III II;I X11 �1,)l �l'II I I!4IiI�-[l!Ir � ir`---I -hill , -- -Jlir Ali --aili -_viii - _uii --ui .1•;• I�L�J 1 1 �LJ J,�, O I . 1 , . 1 1 1 CI U n1 n n n 24 X24 X12 ----; --I -- r CONC. FTG. LL 6X6 ACQ POST I ;' EL. 2.3 0 12"dia.CONC.PIER Ln 'I ' 3'BELOWGRADE ;J______, �; 6X6 ACQ POST m p) ■t I , , , �� 12"dia.CONC. PIER 1--a ______, , (3)1-3/4X11-7/8 , , (3)1-3/4X11-7/8 , .------, 3'B ELOW GRADE a .........� �JU ML GIRDER ; UU ' ML GIRDER- ; UU ��--------� ' �p) O O O C.. I a `-� -4 6'-03/4" 6'-13/4x, r-4 O O i I¢00 1 " io ic> ,N = , 14'-101/2" I00 N I I w I� CD 'N I I� Iv I AIR CONDITIONER ' 5'-6" 16"OC PLATFORM TO BE VERIFIED AND ADJUSTED 6'-0" ----, ---;-, I - I IN FIELD AS REQ, _ , ; ;------; ;------; ; r — — - 12 ft. HELICAL PILE AS DESIGNED BY � 1 1 1 _ _ I 1 _ i • t I c--- I r ,r f f (3)1-3/4X11-7/8 �� ' (3)1-3/4X11-7/S 0� (3)1-3/4X11-7/8 I I 4 10 -2 CHRISTOPHER KOCH, PE _� ML GIRDER i i ML GIRDER ; ; ML GIRDER :____ _a „ a------' `----- 6 o LIC. No. 098016 17'-11 1/2" 7'-111/2" 7 = 17'-101/2" 1/25/2019 8'-113/4 8'-113/4 CID 23'-101/2" 8'-111/4" 8'-111/4" 10 /�� O Ft_____, .______, �_ ._____yl 1ST.FLOOR VJ a/ 1 1 I 1 1 1 411.111"............,. .,........�� -. ....� , , , }.... .... .... i-------'----.-r EXT.WALL I 1 (3)1-3/4X11-7/8 I �� I (3)1-3/4X11-7/8 n �Q I (3)1-3/4X11-7/8 1 �n ; (3)1-3/4X11-7/8 1 �O 1 (3) 1-3/4Xll•7/8 1 �� ,1 (3)1.3/4X11-7/8-• , 1 (3)1-3/4X11-7/8 , n 1 WATERRIGHT V ML GIRDER 1 ' ' ' ' ' ' ' ' ' ' SEPERATION ML GIRDER ,I --- ML GIRDER , , ML GIRDER `--__-" ML GIRDER , I, ML GIRDER , , ML GIRDER , , GIRDER/BEAM FLOOR O u. JOINT W .____a ___. --CC- a______. __-___ C a___ a___ �_, _ JOISTS M LL LL al X L aX w Q I w ,Q 4-INCH WIDE un L m VERIFY CLEANOUT AND m I u CKO �i BLOGKOUT VENTING w/OWNER I� t (: , � PERMANENT , ' --------------------- LL BUILD PER CODE ; 2xa WAVE IWOODI Q LL . I� TOP PLATE BREAKAWAY —E�i 1 ------ �--- ---__-� ------ �- -- -, •---__- I I 2X4DF#2 PILE 1 , , , , 1 1 1 , '. r— . . - . - —` WALL HT.: SPACING: �, 1 I i. — . �. . .� 1 — . — . tel. L:'� •� i 1 1 I 1 ,- .-, .1. . — . 1 - , � , I 1 � , � . WAVE CREST I I I 1 W {3)1-3/4X11-7/8 , , (3) 1-3/4X11-7/8 , , (3)1.3/4X11-7/8 , 1 I . FIREPLACE , , O ; (3)1-3/4X11-7/8 , , (3)1-3/4X11-7/8 , , (3)1-3/4X11.7/8 , L_'L.il , 6 FOOT za"oc BREAKAWAY I 1 I I V1 U • , , 1/2"EXTERIOR ' . ML GIRDER ' ' ML GIRDER ' ' ML GIRDER ' �� 1 FgUNDATI(?N ►I �� I ML GIRDER ' I ML GIRDER ' ML GIRDER . ' GAP WALL FRAMING I-1 1 I 1 I 1 I I I 1 7_+ P SHEATHING 7 FOOT 24"OC 1 I I O w ...... 1 , a____. 1 ^____a a_ ____. a______a I 0 ) S , 1 I 1 BREAKAWAY I -------------- , I Z BFOOT 16"OC I IWALLFRAMING O U " I „ , s , ) r, r `,i______-�___,i__---�—i +, , n „ ; 9FOOT 12"OC 1 C�1 9'-111/2 7 -73/4 7 -71/2 -8 6 -0 -8 7 -7 7$-71/4" 9'-111/2 BUILT-UP BREAKAWAY I I I CONCRETE SLAB 1X6 X IF IF IF , w _ NOT CONNECTED 2X4 BOTTOM PLATE UNREINFORCED HORIZONTAL I I I 1X6 HOR.BD.NOT TO BE N ) N ) ) p _ FRAMING CONCRETE SLAB I I I ATTACHED TO PLATES ' p w CONC.FOUNDATION w mILL TO CONC.PIER OR GRADE BEAM BOARD Lu m T 1 1 1 FOR BREAKAWAY N I = w/12"THICK FOOTING I N (� N I I (N #4 REBAR @12"OC ew ILL I LL 34'-2" I Q LL (6"PAST WALL PERIMETER) ' 11" 15' '' O CONCRETE SLAB ' CONCRETE SLAB OR GRADE BEAM (z)COURSES 8"X16"CONCRETE 6p-10t9 6P-109t 6'-10"1 0" 6'-10" ' ' 4'-,11 1/2" 7'—93/4" 7'—g3/4" ' BLOCK.STACKED(NO MORTAR) 1 tl -- -- i- ,'� RM ii �- ------ --_ ' ;------ , -- II'I - -PE ANENT _-I_ III - (III -,r - -o (GRADE III- O 1 I (3)1-3/4X11-7/8 , - -- , (3)1-3/4X11-7/8 1 i (3)1-3/4X1-7/8 , -- 1 (3)1-3/4X11-7/8 1 a , (3)1-3/4X11-7/8 ._- --_- 1 1 1 .--- --, (3)1-3/4X11-7/8 1 - 1 (3) 1-3/4X11-7/8 I 1 > _,I l .-_;.-_ zxa Ir,-- _--- I, � -_-. '! ---_-� i� _ _ !; _ . '. == _�I- � cri � v ' ML GIRDER - 7 ; ML GIRDER MLGIRD'ER U❑ ; ML GIRDER ML GIRDER UU ' ML GIRDER ' �U ML GIRDER ; U - - -=- --= iI „ NAILER„III-_-_ �� , =,I I;, ! _- -� I - X u — — — — — — — — — — . !L —I. — — — li hill_-- 1111111 11,1111 III r...........i. r.............1. .L....... .r. �....... ..rL ......... .r. _ -1 i i 1 .L........ .T.i. .i..............L �, --_---.l �ll� ,- Q .y k'O ` I BREAKAWAY WALL DETAIL AT STORAGE �' w ° x v I --�---• ---h--' I C; (a @ v LO I C2 I w l i I l i IICY I LnILL v Lo I I I ¢ I r d 8 \ I ” I x I I I 1. BREAKAWAY WALLS TO BE CONSTRUCTED AS CONTINUOUS,NON- � m N I ; ' @16"OC M TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED (2)2X8 ACQ BEARING WALLS,ATTACHED TO THE FLOOR JOISTS OR BETWEEN I "� , I; 'v I EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD-FRAMED � U � {; I CONCRETE PIERS AS REQUIRED. — — — — — — ;I ,; 1 1 BREAKAWAY WALL CONFIGURATIONS WITH 8-FOOT PILE SPACING c" v00 i11 6X6 ACQ POST 3'-10" .-r----+ •--- -+ J I 2. BREAKAWAY WALLS SHALL BE POSITIONED SUCH THAT ON FAILURE, r4 '~ °1 12"dia.CONC.PIER ' ' ' ' ' THEY DO NOT COLLAPSE AGAINST CROSS-BRACING OR THREATEN 3'BELOW GRADE (3)1-3/4X11-7/8 , , I BREAKAWAY WALL 0 W ' I U I ML GIRDER ' U ' HEIGHT(FEET) 6 7 8 9 (•Typ) 4 -5 , 1 � — — — — — OTHER FOUNDATION COMPONENTS. r ................_..r , 6X6 ACQ POST --- a 4'-10" '_2'12"dia.CONC.PIER 3. EXTERIOR SIDING TO MATCH HOUSE WITH UNDERLAYMENT OR AS NAIL SIZE 8d 10d 8d 10d 8d 10d 8d 10d 3'BELOW GRADE (•I-�.p) PER OWNER. 6'-0" NAILS REQUIRED 18 12 22 14 24 16 28 18 4. EXTERIOR SHEATHING TO BE MIN. 1/2",APA 32/16 RATED. INTERIOR W 34'-2" 9'-11" 15'-71/2" SHEATHING SHALL BE NO MORE THAN 1/4"THICK. 5.SEPERATION JOINT BUST BE ESTABLISHED BETWEEN STRUCTURAL TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED V FRAMING AND BREAKAWAY WALL INTERSECTION. EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD-FRAMED 0 BREAKAWAY WALL CONFIGURATIONS WITH 10-FOOT PILE SPACING 6. BREAKAWAY STUDS TO BE 2X4, FRAMED AT 24"OC. Q BREAKAWAY WALL o� 7. BREAKAWAY PANELS SHALL BE INSTALLED OVER UNREINFORCED HEIGHT(FEET) 6 8 9 N CONCRETE SLAB OR GRADE BEAM.CONCRETE SHALL NOT BE CONNECTED TO WOOD PILES. NAIL SIZE 8d 10d 8d 10d 8d 10d 8d lod GENERAL CONTRACTOR TO REVIEW EXISTING AND PROPOSED 8. UTILITIES, INCLUDING ELECTRICAL WIRING, BREAKER BOXES, STRUCTURE WITH ARCHITECT AFTER BUILDING 1S RAISED AND S POWER METERS, PLUMBING,CONDUITS.AND VENTILATION NAILS REQUIRED 24 16 28 18 32 20 34 24 PRIOR TO BUILDING FORMS FOR NEW FOUNDATION.ALL PROJECT NORTH FOUNDATION PLAN DUCTS,SHALL NOT BE PLACED IN OR ATTACHED TO BREAKAWAY V DIMENSIONS TO BE VERIFIED IN FIELD.BUILDING TO BE LEVELED E i i WALL PANELS. BUILDING SUPPLY LINES AND OTHER UTILITY U VIA DOUBLE SILL PLATES(REDUCE/ADD AS REQUIRED). SCALE. 1411 11 FIXTURES, SUCH AS LIGHT SWITCHES OR ELECTRICAL OUTLETS, N MAY BE ATTACHED TO THE SHELTERED SIDE OF THE VERTICAL TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED FOUNDATION MEMBERS AS ALLOWED BY LOCAL BUILDING CODES EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD-FRAMED'' AND FLOODPLAIN MANAGEMENT REGULATIONS. BREAKAWAY WALL CONFIGURATIONS WITH 12-FOOT PILE SPACING 9.CONSTRUCT UTILITY BLOCKOUTS IN EACH WALL SECTION TO ALOW BREAKAWAY WALL UTILITY LINES,AS REQUIRED,TO PASS THROUGH. UTILITY LINES HEIGHT(FEET) 6 7 8 9 I THAT PASS THROUGH THE BLOCKOUTS SHALL BE INDEPENDENT OF THE WALLS AND THEREFORE WILL NOT BE DAMAGED IF THE WALL 1 ') PANEL BREAKS. NAIL SIZE Sd tOd 8d tOdj 10. PARTIAL HEIGHT BREAKAWAY WALL SYSYETMS ARE NOT PERMITTED. NAILS REQUIRED 28 18 32 2 r3 DRAWN: MH/MS ar V N SCALE: 1/4"=1'-0" JOB#: N,A 11 1 Gt�� Aril 01,2019 o22339 Q' P �oF N E�"IO SHEET NUMBER: A-5 j'ii rr"A,�rr mi t"j,".,i REVISIONS: a W � O AIR CONDITIONER O UNIT(VIF) O Lail EXISTING FAMILY ROOM C Z N W � F---1 � O w I I I I I I I I 1 �••) I I I I I I I I i t I I I I 11 1 1 I I I I I I I I 1 1 I I I I I I I I 1 1 I I I I I I I I 1 1 I I 11 I I I I 1 1 I I 11 I I I I I I I I 11 I I 11 I I I I 11 1 1 I I I I I I I I 1 1 I I I I I I I I 1 1 1 1 I I 11 I I i t 1 1 I I I i 11 i t 1 1 I I I I I I 1 1 1 1 I I I I I I I I EXISTING LIVING ROOM 1 1 I I 1 1 I I I I I I I I I I 1 1 I I ----------------------------- II II II 11 II /• \\ . 1 I I I I I I I I I �• •�\ 1 I I I I 1 I I I I F-1 O 11 I I I I I I I 1 I I 1 I _ — _ - - ; _ - 1I O) r�1 � WW Ir-------- ---' I � EXIST. -------- - EXISTING BEDROOM --- -_-- ---------- ----------- --- EXISTING BEDROOM O0O z w x I I I I I I ______ EXISTING BEDROOM Q w � O ------- EXISTING KITCHEN N U II " II , 1 1 1 I I 1 -------------- EXISTING BEDROOM N N 41-; rn EXISTING DINING o m ' EXISTING ROOM p x o wax Q) m w E ,o 4 ---------------------------- ------------------------- 1 �---------------------------------------------------- M I 1 EXISTING BEDROOM ' ' N r 11 o w I I i I 1 1 I I I I 1 I 1 I 1 1 I I I I •---� I I _ EXIST. Gam\ E� ' ' I 1ST. FLOOR PLAN -" BATH HI II - -- -- -- 11 1 ' ' ' SCALE: 1/4" = 1' o I I 11 -- ----- II S II -- ---- , � E PROJECT NORTH N I I I I I 1 1 I 1 I1 , , N 11 -- ----- II I 1 'moi I 1 I I u II 1 `--------------------- ------ ----------------------"------------- ---------------------- ------ -------------------------------------------- ' I I I 1 1 I I I I I I I I i I I I 1 I I I 2ND. FLOOR PLAN I I I I 1 1 I I I I I I I I I I SCALE: 1/4" = 1' ��,r-R N &R�, ti 41 y C1 DRAWN: MH/MS S SCALE: 1/4"=1'-0" E W PROJECT NORTH I =_________________________j' �� N JOB#: I - - I April 01,2019 N SHEET NUMBER: AGF NEW'�O A-6 1 ' El.1,r,rIrI". ,If, REVISIONS W hO I I I ISI f W E—I 1 I lff � rn Q HAY BAY w/ SILT FENCING 4 LIMITS OF CLEARING TO BE O NO MORE THAN 20'FROM N O F V PROPOSED WORK AS LYNNILL �5 p INDICATED ON SITE PLAN HIGH WATER LINE EQUAL TO TIDAL \ -- — _ _ _ _ _ _ _ — — — 4 WETLANDS BOUNDARY AS DELINEATED 6 2 _5 -- I UTILITY A BY EN-CONSULTANTS ON 7/10/12 ee/4 /5 N/14017'30" E 2 5 5.2 31 \ POLE 4 M — — — —.QVEItI1EA 1w1W-—-—-—-— — ..a#10 I eco _O.UTDOOR SH0"R " :r EXIST. EL 6.5 NO CHANGE EXIST.HOT TUB % 'i TO EX.SHOWS$ FRAM E �� 5 TO REMAIN WOOD DECK j GARAGE I ,O�' HIGH WATER LINE EQUAL TO TIDAL O m 1/ EXPAND /�. \ WETLANDS BOUNDARY AS DELINEATED VJ r { r�J j DECK \ EXIST.EL.5.56' O"J / BY EN-CONSULTANTS ON 7/10/12 I I \ EXISr.EL.7.09' / / , O / F NO CHANGE L PROP.EL 10.25' % ./� TO EX.GARAGco E �) p C U T C H 0 0 0 E /w LJ 1-1/2 STY, / S'r NE PAT V.- / FLAG Q FRAME WOOD H A R B O R / / Lti� // LLO 1 HOUSE DECK I N EXIST,FF EL.7.3T EXIST.EL.7.09' I Q PROP.EL.10.25' C / y5 h i PROP.FF EL.10.5' O Z / �' RAISE DECK ' /�� U O /^M I I NEW PIERS RAISE DECK it NEW GIRDERS RAISE HOUSE NEW PIERS ' O i (NEW STAIRS) NEW PIERS NEW GIRDERS " W EO� '�/ / / " / / I I I I i I NEW GIRDERS (NEW STAIRS) / O 719, o / I'll I EXIST.AIR= ' / 5 CONDITIONER _ / Z UNIT TO REMAIN 6 Q " !� I f, / 6 7I 6 5 51 WOOD TIE WALL C 1 4 �y� W N 253/481 REMAINS OF WOOD GROIN I Efl J •4O2 •'4O" VV WOOD TIE EDGING O / FLAG3/ 14 /5 Q42r / � Q" r i LQ Q WATER �_~ 4 o�/z HAYWATERS o �L 1 THOMAS E.SAMUELS METER Q � N"O N FRAME HOUSE&GARAGE O� 4:Z), C 0 V E tie 4/ � / FLAG " O " A ,a }Fr � ,R O v O SITE PLAN 2 �- / �.. . ._ m � �O � P :U SCALE: 1" = 20'-0' `' '` COMPLY WITH ALL CODES Of �z w / i TI _ ,,.,. L._;', i;;l: e(VT AT NEW YORK STATE & TOWN CODEq o °' 00 ^ P",' FOR, Tfi'E AS REQUIRED AND CONDITIONS O "`,iJ p SOUMOLDTOV4ZBA v Q, _Lp C;`Y.';,` SOMDTOV."d PLANNIE BOAR SOD TOYN TRUSTEES N UTHOLv , _ .• I k N.Y.S.DEC LANDING ROAD tiq /.'-." C^N0r1� ;. T "i ' cl!,''.LL P: EET 11 " ff (PRIVATE ROAD) �.oG ,9 fµ '.!; :rib'[ is I" t__"i f'F;C_,1 r}F�pr;� .,ti; a ! �- l� �. I'/(- � lTF !� 1 L_' ,,K 5TAT!-.. ^Fy}'" I))Ii_`'rQ,'i:� ..',L.E��. f f1., ¢y@���' 'D �'r�p�A�� �p � ,�H� cn �.IP61p I C'i J(I 0R \.,I.): STR1iCi 11,01'11 ER[IC, '. C; r""'aLy �;i1�q��6 CHAPT�N'� �"o w W -9 0� "k, P, 'TYICe �J E CSD � ?. �a '�� V .ti CC O SITE DATA: a r F _ ULA 1L d SCTM # 1000-111-01-39 OUT C��F► I II CJA L- nco) " 4 DESCRIPTION: TOTAL: LOT COVERAGE: -r i c 1 c i "' v t`' 3� PROPERTY: 15,387 SQ.FT. 0.353 ACRES FLOOD INSURANCE RATE MAP 36103CO164 HYT ^ x TRUSS PIACARD{NG(-tEQUIRi �..-., . ,., .I) HOUSE: 1545.9 SQ. FT. 10.0% � NORTH DECK: 296.2 SQ.FT. 1.9 SOUTH DECK: 672.5 SQ. FT. 4.4% ZONE AE (6) BASE FLOOD ELEVATIONS �� iLRRl� �orF PT GARAGE: 364.8 SQ. FT. 2.4% ZONE VE (81) COASTAL FLOOD WITH HAZARD TOTAL: 2879.4 SQ.FT. 18.7% r 5tl ;. ' b .'�-••1 DRAWN: MH Ms (WAVE ACTION) BASE FLOOD }} ccs SCALE: ,�4�= NATHAN TAFT CORWIN III ~ I MaOy 03,2017 LAND SURVEYOR MEETS&BOUNDS BY: SURVEY DATE: OCTOBER 26,2012 ELEVATIONS DETERMINED � `r � � � � � � �. SHEET NUMBER: REVISIONS: O I r W Q D , �7n I N w � x j I I I III III I I I 1 111111119 , —FF EL.10.5 GRADE EL.5.8 PROPOSED NORTH ELEVATION 0 SCALE: 1/4" = V �' x w as z - w o x x U Owe o U N O N v cl M O L, u o m .2 ~ X �cpr u - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z w 2 x v 0 Lr) u N � � v 0 0 I r � W ` N ' � V —FF EL.6.5 GRADE EL.5.8 EXISTING NORTH ELEVATION SCALE: 1/4" = 11 v sc,y ! DRAWN: MH/MS SCALE: 1/4"=1'-0„ " JOB#: + a 18 April 06,2016 SHEET NUMBER: x;123 �- A- 1 REVISIONS: O I W la OO - - - - a � - - - - I Hill Ll � a wW i i FF EL.10.5 PLC .� GRADE EL.5.3 PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 0 r-, w 05 0 U Ow �D C) U N O r-+ c`4 v m m o v rn X O : �1 - - - - Lr) U r � v N ai � W O I i� W Ei N i� —FF EL.6.5 x GRADE E EXISTING EAST ELEVATION SCALE: 1/4" = 1' `= -A DRAWN: MH/MS aa� N SCALE: 1/4"=1'-0" t JOB#: April 06,2016 '� "�,,� ,• Q,g SHEET NUMBER: N g& �,, REVISIONS: O I n w Q - - - - 00 Q d I a � cn I Li � � H I I FF EL.10.5 GRADE EL.5.3 PROPOSED SOUTH ELEVATION SCALE: 1,/4" = 1' O u �+ w w o x x U Q w �D o U N 0 N M m � O o � � v Pa rn ° X 0 o 4 -t .� tf) un N1117w oI F co I i� I � - - - - - O Ll .1 rl El N _FF EL.6.5 1 L===4 ==41 U I =1 7 GRADE EL. EXISTING SOUTH ELEVATION SCALE: 1./4" = 1' ,c „Nks „ DRAWN: MH/MS itt SCALE: 1/4"=1'-0,. .. �! JOB#: 3 April 06,2016 d Z SHEET NUMBER: r. - REVISIONS: O Ln I W11 I i� w A � 00 W � W FF EL.10.5 GRADE EL.5.6 ' PROPOSED WEST ELEVATION SCALE: 1/4" = 1' x O � w I� z w w � o U N O N N i u X � O - - - - - - _ _ - - - - - - - - - - - - - _ c-I 00 Ts v 00 s~ In� - - - - u ir3U — It N v � W O 'W I i� L0 I ENE, W O N d —FF EL.6.5 V GRADE EL.5.6 EXISTING WEST ELEVATION SCALE: 1/4" = 1' �V-0 ARS DRAWN: MH/MS 0 SCALE: 1/4"=1'-0" JOB#: April 06,2016 SHEET NUMBER: 233 A-4 13'—11/2 18'-2-1/2" REVISIONS: 6'-9" 6'-41/2" 8'-11" 9'-3 1/2" –,-–-–-––––––– ------------ SIMPSON CCQM5.50-SDSHDG ' 1 1 1 ��'�''�� CMU COLUMN CAP `'_ EXISTING FLOOR SYSTEM OLU 1 TO BE STRAPPED TO GIRDER EXISTING HOUSE 1 FF 10.5' Lu I 1�_ EXISTING FLOOR 7'-7„ 7'-7„ 11 EL. 9.6 GIRDER 1-1/2 INSULATION --- -- --; -- -- -- - 1 1 BOARD w/ 1/2" 1 ' 1 1 1 ' ------------===== _ --------------__ ================_- — EXTERIOR SHEATHING --------- 1 ----------- -- -- 1 1 1 I 1 I 1 I I- I ' N ' -�--- 14'-101/2" ----- ' ---- ---- ---;-; (3) 9-1/2 ML EL. 8.9 10 2'-5" : 10'-0 1 2" 2'-5" d- \ (PERIMETER) N '0100 + I _ -------- rn (4) #7 VERTICAL ' L' - - - - - - - .� REBAR 7 �C� �'. 1 611X 6" CONIC. -----+ r-----+ r--'---+ •--- -+ �� 1 1 ON Lo 1 1 1 1 I 1 1 1 N ,�--+ r--« = -' ---------'- -'-- --------- 1 1 1 ; BLOCK PIER , EL. 5.3 - 5.8 _ EL. 5.3' 1 O 1 e o e e e �'GRADE1'r=- L�=-LLL _l, a a a , „ ' = 1_I_L.L_ �, _!I _-_'III! --- '111- REVISIONS: ------------------------------------- EXISTING DECK 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 I 1 I t 1 1 I 1 1 1 1 1 I ---------------------- -- --------------------- --------------------- a w � � O O O w EXISTING FAMILY ROOM Z N W z x EXISTING DECK O O w i I I I I I I I I I I I I 1 r•-y I I 1 1 I I I I I I I I I I I I 1 1 I I 1 1 I I 1 I 1 I I I I I I t l I I 1 1 1 1 1 1 1 I I I I I I 1 1 I I I I I I 1 1 1 I i I I I I 1 1 I I I I I I I 1 t I I I I I I I I I I 1 1 1 I 1 t 1 1 1 I I I I 1 1 i t I I I I I I t l 1 1 EXISTING LIVING ROOM ; I I I I I I I I I I 1 1 I I I I I I I I 11 11 I I t l I i _ --------------------------- \ I I I I I I I I I I I I f l -------------------------- - con �• �`. i I I I I I I I I I � O 1 1 1 1 I I I I I I 1 1 I I I I I I I I I1 II � W II ________--__, EXISTING BEDROOM ±C1 EXIST. I I I EXISTING BEDROOM r-------------' I I �- O IrI------------ ------------ I -, I BATH ------------- ' O O II W I I x II II II I _ x U EXISTING BEDROOM O w �D I I I I f I O ------- EXISTING KITCHEN U I f � I I I I I I I t I 1 1 I I 1 1 t l t t t t t EXISTING BEDROOM 1 1 1 1 1 1 I 1 1 1 I I 1 t C N � �r EXISTING DINING o m `a EXISTING BEDROOM EXISTING DECK EXISTING DECK I 1 I t 1 1 t ----------------------------------------------------- X�/ --------------------------------------------------- L U m v rn mm 00 It v EXISTING BEDROOM I I 1 I I I I I I I � ------ EXIST. II -------------------- 1ST. FLOOR PLAN . I BATH t II ------------------ u U -- ----- ` - ' ' SCALE: 1/4" = 1' O I I 1 I I I I II II � ----- sE W PROJECT NORTH 11 II - 1I II II N I I 1 I I 1 i I `---------------------------------------__-__ _----------- - ---_-- - , I 1 I I I I I I I I I I 1 I I I I 1 I I I I I I 2ND. FLOOR PLAN II II I 1 I I I I I I I 1 I I I I I I SCALE: 1/4" cy,t r s; V SO �, �1;, DRAWN: MH/MS I I I I II 1I II II }� ���•�� SCALE : 1/4"=1'-0" ix JOB#: ,x CC -----------E ----------------PROJECT NORTH April 06,2016 SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o , ° BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 2Oga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD THROUGH—ROOF EXHAUST W VENTS SELECTED AND W LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF W VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED O O RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN AINT VENTILATION H w U SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING Ln FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO B E ATTACHED TO WALL STUDS ©48"OC B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Q AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ' ,' � SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / AC TION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT2O 1-1/8" x 2Oga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES O BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING U SIDES 4 INCHES AND LAPS NAILED TO SHEATHING r+ SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O W WOOD JOIST Z Z w TOP PLATE ~ � � GIRDER HEADER SIDE WALL FLASHING W z 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST Z U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Ow AS TO FORM FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION AND RAKES D PROVIDE HEMMED EDGES SO DRAINAGE CHANNELS AND RAFTERS U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION No 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" — 16" MSTA48 1-1/4"x48° 16go. STRAP AND JACK STUDS CONFORM TO SLOPE / " CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE o TERMITE SHIELD r SUB FLOOR N v SILL GASKET WOOD JOISTS m m v o / rn TYP. CONC. FOUNDATION ` 6ONC. SLAPOLB V NEOPRENE ` ' P� � .. GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE m cn o -t DAMPPROOF EXTERIOR GRANULAR FILL o I BOLTED TO STEEL BEAM WITH `-' x o 6MIL POLY ON EXTERIOR �' s , ' ' , ' ,n 7 �� cz e V ^ ` STEEL COLUMN , ' 1/2 " DIA. BOLTS @ 48" o.c. STAG. C) Ln - o e �. 0 00 ROOF JACK '��� �. �� �� STEEL BEAM ' CONC. SLAB .0 _ ` `I' u A o �.p ANCHOR BOLT EMBEDMENT: I ' • � m m e COMPACT FILL ° POURED CONCRETE: 7" `� ( 4" x 1/4" x 8" STEEL cC +u, .� ` u BLOC K WALL: 15" ` TOP AND BOTTOM PLATE r-1 ROOFING LAPS Ln U V ° ° a ° p FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT `"D c U) KEYWAY FOOTING r e / �'� �. �! 00 e Qa j ' 'p O SIDES AND TOP CONC. FTG. USE WITH 3x3 SQUARE WASHERS . ` 1/2GROUT o a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) N °J 0 W REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN DRAIN TILE D ANCHOR BOLT C ONNEC TION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL EME4 W TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCU SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL O (J) r SUB FLOOR d CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I G `— I I USE 2X8 STEEL BEAM � FOR B LOC KOUT 4" SLAB t ' P.T. PLATE �I` �` W/ 6X6 WMM I ° M I I SLOPE / 4"DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT 1 2" AIR SPACE L I < ° x I � / .END AND • (WITH A NAILING PLATE IF NEEDED) � ATES OF WOOD D�� D` ' D ° e e .a e< ° ° ° STEEL BEAMOX.TOIALLOWFORGHER THAN u SHRINKAGE GRADE ° --' ---- --- � BEAMS - a • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a � � Q s 4 �° a e I 6X6 W.W.M. — — �- — — �+ — — �, a —SII MIN. '�c p �'p �'p �'� = o _�\NOTCH BEAM FOR MUD SILL IF REQUIRED -- MAXIMUM _ p O O n p 11=1 11T I SUB FLOOR d�'e e NOTCH EQUALS 1/4 DEPTH OF BEAM IJ= p u' ° ce —I �— • n REINFORCING BAR , _I a O e,c I I I—I I 01ST • D REINFORCING BAR o e i— 4 e D _ DRAIN TILE 401 e ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT I ' L�'A Os O° e I I— STEEL BEAM 12 • OF CONTACT WITH CONCRETE OR CONC. BLOCK LLLITf_ Q A pi s o•°_ 3" _ PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A A SHIMS TO LEVEL BEAM �4�,S`�y�'✓��� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ,_ DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT " %��'! SCALE: 114"=1'-0" �,.��sLL,'t't•V " JOB#: BEAM POCKETApri106,2016 �° . x SHEET NUMBER: OY A-7 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. 4"MAX. 4"MAX. 4" DIA. MAXIMUM tt— 4" DIA. MAXIMUM POST GIRDER/HEADER 0 �p Z o POST/COLUMN v ? A Z 12"X12"X12" V V A CONCRETE FOOTING 3�^ ALn H �A ;D DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING � 1-1/2"SPACE MINIMUM W O z HANDRAILS O GIRDER w U POST6�6e F- f...� GIRDER/'HEADER o Cn Z O \c 4 o U RIM/DECK JOIST POST/COLUMN ' BALUSTERS o CONCRETE PIER . ; •, o , OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER I DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 2 BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL ( ) PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER Q FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. U GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 2 -1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON pa CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE r....... ,� W STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB � POST/COLUMN ° BRACE TUBEy C7 RIM BOARD ° FILL AS PER MANUFACTURES'INSTRUCTIONS Fr U STRINGER FLOOR FRAMING Cn 2x JOISTS III=III—III= - _ EE _ =111_111= O r� III-III-III-III_III-III-III-III-III-11 o U BLOCKING FOR JOIST HANGER N POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p e p 0 LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 0 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASEm N � I~ FIT CONSTRUCTION TUBE AND PLUMB m m ai Al, BRACE TUBE x u FILL AS PER MANUFACTURES' INSTRUCTIONS pa° o =F77�1I=Iqr=�; I= II=11=11 =III= 11= w III-III III-III=III III=III=III 11411cc � . o 4 (STRINGER •M .0 (z)THRU- WOOD JOIST JOIST t;j m �n BOLTS , CONC. PIER FOOTING °�PB44 POST � ANCHOR •4 .'dia. BIGFOOT SYSTEMS FOOTING FORM N c °1 D- o PIER 16"TREADGIRDER/HEADER °0 W a, IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN "if' COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE • a CONC.SLAB ¢ WOOD JOIST GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT 7 (AS REQ.) °••a a PRESCRIBED IN THE CODE. •i b 8"dla. •0•'b a DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'-0" PIER CONC. °4'�' PER PLAN ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT PIER d FLUSH JOISTS WITH HEADER/GIRDER pb° I ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �roo ' SPLICED JOISTS OVER HEADER/GIRDER �a•,p, THE PROPER STEEL CONNECTOR. U IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST O N HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES 2 Girders for deck joists to be bolted or anchored to each post or ter with washers and nuts. JOIST TO: PER TOE U 1).Type I. Handrails with circular cross section shall have an )• I p p SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored x than 2 inches. if the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE perimeter dimension of at least 4 inches and not greater GROUNDWIND SEISMIC FROST WINTER ICESHIELD TO JOIST 2 -Sd COMMON END NAIL � than 6-1/4 inches with a maximum cross section of 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL2 _8d COMMOAYMENT HAZARDS TO JOIST END NAIL dimension of 2-1/4 inches. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be 4 ft. below grade. BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3 -16d COMMO 2).Type ll. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blockingat 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both ) TO HEAVY MODERATE P g P g LEDGER STRIP EACH FACE 3 - 16d COMMO sides of the profile.The finger recess shall begin with a 5). A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL T �, distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOIST ON LEDGER PER TOE ! i portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM 3 -8d COMMON JOIST NAIL .c '� �,V SC,Cr inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3 -16d COMMO PER END 4 �����` DRAWN: MH/MS inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL tallest portion of the profile.The minimum width of the 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER �� ' '"� ' SCALE: 1/4"=1'-0" to girder(s). 2 -16d COMMO TOE NAIL 'S handrail above the recess shall be 1-1/4 inches to a g O. SILL OR TOP PLATE FOOT JOB#: maximum of 2-3/4 inches.Edges shall have a minimum r )- April 06,2016 g 8). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal radius of 0.01 inches. ' e` ` for any contact with ACQ. �� � 4 �0 SHEET NUMBER: a � j' REVISIONS: GE *N- " ERAL NOTES. WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 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 NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 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 8'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 DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTYSPACING (DESIGNED FOR CAT.C) . precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY Dn 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, TOP PLATE TO PER FACE NAIL w p p p p g P P g 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION � 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 p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O Z INTERSECTIONS 4 -16d COMMONEA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 -16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: � 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO i6d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS) ® SEE FLOOR PLANS C4 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 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE I1 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 20 LBS. i20 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18'" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD A BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ °� poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 4) P g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) � to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 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 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD x 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O U 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: 13 W 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES Cn DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE z W 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 3 - 16d COMMON W U the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL x g P P g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O 2 - 16d COMMONU vWi SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored o FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R O F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS 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 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) Cf) �► g g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. � t,M cu where needed. V GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS F°a M M o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 O :~ 6). Concrete piers shall be a minimum 6" above grade. 0 " openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: �" w @ x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES ,t, � 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored v Ln 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 1N SCHEDULE NOTES ONLY. io U and blocking where applicable. QTY. SPACING 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COM�v10 WFCM - SBC be used. q o v � � anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE N M 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 w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. " on plans. WALLBOARD 10 O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). U) 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 101111111111111 W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 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 P q g P P Y QTY. SPACING (4m) State Code and manufaCtUCe's reCOmmendatiOn fOr maXlmUm hole s1Ze and SpaCing permitted. 3).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE ). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 8a cofwlMoo 1" OR LESS 12 O.C. FIELD r`� 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists as required by current NYS Residential Code-FIREBLOCKING REQUIRED �i,� V) 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) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. �Miiiiiiiq I, needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 fiber shall be allowed as lass l ior fireblockin f tmineral k bl Batts t. as or blankets o 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 feeg g in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.es, nailing j ELECTRICAL NOTES: shear capacitiiling requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. P4 adhered with PL400 adhesive and screwed to floor oists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. 2). When wall sheathing is continuous over connected members,the tabulated number o,f nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per fcot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. n AR�'" approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM �ti 4v�� 1;. / torch down type material over. c� �r I•� -q ��,� DRAWN: MH MS SCALE: 1/4"=1'-0" r, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to .,I ~� ,� JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. April 06,20I6 SHEET NUMBER: FMo N=�s - A-9