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HomeMy WebLinkAbout44888-Z Town of Southold ;4ao� 1/20/2022 P.O. P.O.Box 1179 N z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42694 Date: 1/20/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 500 Goose Creek Ln., Southold SCTM#: 473889 Sec/Block/Lot: 79.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/4/2020 pursuant to which Building Permit No. 44888 dated 6/18/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement(family room and bathroom)and front covered porch to existina single family dwelling as applied for. The certificate is issued to Carbia-Andriotis,Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44888 3/29/2021 PLUMBERS CERTIFICATION DATED 5/7/2021E�iorth PI m ing rthA o 'ze Signature �T TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44888 Date: 6/18/2020 Permission is hereby granted to: Carbia-Andriotis, Christine 34 Homewood Dr Manhasset, NY 11030 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 500 Goose Creek Ln., Southold SCTM #473889 Sec/Block/Lot# 79.-1-4 Pursuant to application dated 6/4/2020 and approved by the Building Inspector. To expire on 12/18/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $387.60 CO-ADDITION TO DWELLING $50.00 --- Total: $437.60 Building Insp for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 5/2/2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 500 Goose Creek Southold,NY House No. Street Hamlet Owner or Owners of Property: Christine Carbia-Andriotis Suffolk County Tax Map No 1000, Section 79-1-4 Block Lot Subdivision 'v1I Filed Map. Lot: Permit No. ! Date of Permit. Applicant:Christine Carbia-Andrlotls Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6D _ Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, Christine Carbia-Andriotis residing at 500 Goose Creek Southold,NY (Print property owner's name) (Mailing Address) do hereby authorize Eileen Wingate for Quiet Man Studio LLC (Agent) to apply on my behalf to the Southold Building Department. Cov lo to (Owner's Signature) (Date) Christine Carbia-Andriotis (Print Owner's Name) pf SO(/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • i� sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christine Carbia-Andriotis Address: 500 Goose Creek In city:Southold st: NY zip: 11971 Building Permit#: 44888 Section: 79 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Davis Electric Inc License No: 35489ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt 50A Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 22 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Double Oven, W/D, DW, Mini Fridge, Fridge, Cooktop, Micro, Mini Split Notes: First Floor Renovation Inspector Signature: Date: March 29, 2021 S.Devlin-Cert Electrical Compliance Form.xls f S 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 =3 11 Ji BUILDING DEPARTI%MNT TOWN OF SOUTHOLD JUN - 4 2021 CERTIFICATION D a t e: Building Permit No.- 4q Y?? Owner:-(f-aT -- An An o (Please print) 50- Plumber: Aj (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. :7ki (Plumbers Signature) Sworn to before me this day of 1202) SABRINA M BORN Notary Public,State of New York No.01BO6317038 Qualified in Suffolk County r)1j jl&gag 1� ornmission Expires Dec.22,2Q5�L.&'- r-r" Notary Public, sif tro/k- coillity �pf SOUTy , # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm ' 765-1802 1NSrPECTION [ ] FOUNDATION IST [ ] ROUGH. PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING : = [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY;>- [ ] 'FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] :FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR G ° �pP SOUIy -- ----- �o� olo TOWWOF SOUTHOLD BUILDING DEPT. `y�ouKnN�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] YSULATIOWCAULKING [ ] FRAMING /STRAPPING [v FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:elm 6�- flQfA -1 �� wm-gw-, 6"- nl) T-1 VVN P, fov*� Ul 4-6 , I ttytvt C/ caj X okl(�e, 0 m- ." -co q,(* (A �ooEi ac�nt. . S �w cv. k,,9pqfe- A ' bb M .VVW (0)f b4*l s v tro D DATE 'LU INSPECTOR o��Of 50UTy� # TOWN OF SOUTHOLD BUILDING DEPT. t `ycourm,��' 765-1802 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION'2ND : [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE-&-CHIMNEY° [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1[ , ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE. Z� INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTI ON FOUNDATION 1ST ROUGH PL13G.- A I -FOUNDATION2ND I LATIOWCAULKING, FRAMING /STRAPPING �FINAL FIREPLACE & CHIMNEY ' ' FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION f I -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION PRE C/O REMARKS: I b6kf�l !t 66A! on 10% DATE . INSPECTOR ( --- e.._- - .Y ��_ y- �. 1 � � r: 3 '�. 6 E. A ti "$ � � �, � ���� � ' - I d E 'f _ � fit,-. {{{¢¢¢ _ ,. �? � '� i '„+�.s 4� +� � A 111' ) � � � -�-i. �_Z. -.. ,� ;, ter'. ` 1r .r �� .f ri —.�, - _ ,� s, �. a ,, � �, � � l _ _ .{ .}�.. F •i.. �,• � sem. � )'� � � DAVID TURNER ARCHITECT, P. C . 8-24-21 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 500 Goose Creek Lane, Southold CERTIFICATION LETTER The footings, foundation, framing, strapping, rough plumbing and insulation for the subject renovation complies with 2020 Residential Building Code. ;Sin rEcr vid Turner RA 16162 ' cy a' 9 450 SEVENTH AVENUE, SUITE 1907 NEW YORK, N.Y. 10123 PHONE: (212) 594-0840 9 FAX: (212) 594-1530 DAVID TURNER ARCHITECT, P. C . 9-12-21 (Revised 10-5-21) Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 500 Goose Creek Lane, Southold CERTIFICATION LETTER The rough plumbing for the cellar bathroom and sewage ejector pump are complete and complies with 2020 Residential Building Code. 7 JDa rner U Ap , ]Y, 7 'I J t 6 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. 10.123 PHONE: (212) 594-0840 111, FAR: (212) 594-1530 y FIELD INSPECTION REPORT DATE COMMENTS • ' FOUNDATION (IST) ------------------------------------ C \ ci FOUNDATION (2ND) t� z ' H ROUGH FRAMING& H PLUMBING 11N! l(Lj . FWI V ., INStiL �, s ���1 • C� t -v H STAT RG E VVeU � �/ rv.,• U/l S h- Sly► FINAL ld M wt dkU Odd i Jy� 0✓ 11 1014 ADDITION4L COMMENTS � ID- •Or7 I Mr l -ems -q-7136 I zm 12D rn/ Apulftited '9L,, 6p40 h � X °z x r� w b tl7 'T1 H 1, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEBARTMENT 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 EA, ( >x..7'665=9-542 s;drvey S01tholdtownny-49y PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss[deentificadonform Storm-"Water Assessment Form Contact: Approved ,20 Mail to:EILEEN WINGATE Disapproved a/c will pick up Fl7m��:51.6-818-9754.. Expiration ,20 i. Bui d' I pecto ,JUN - 4 2020 APPLICATION FOR BUILDING PERM Date 5/2/ ,20 AN, SIJCNS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d! Upon approvafi,of this application„the Building,Inspector will.issue:a Ruilding„;'ermit to the applicant Such,a,perri--t shall.be kept on the premise-,avail'abl'e for inspection,tT I V ghput,the.work. e:NQ,building shall be.occupied or used in whole`or in part for any_purpose..w:hat so ever.until the;Building lnspector 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, -M,PLICATION IS�TBBY IkiADE,4oeyRA'diT g0epafrmen1fbr- h',issuance of4-Biaaldung-??e;nnit parsuant, to the Building Zone,Ordinanoe<of the Tow-n.:of.Southold,'"Suffolk.Count/,New fork;;.and other applicable Laws, Ord uanbes aor:. Regulations;for'the construction of buildings,additions,MalteraCions or for removal orilernolition asrherein-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. Christine Carbia-Andriotis (Sigcea#ztre Q€;agglicant or,uarne„if a:cororation)... 34 Hom ewood;Drive, Manhasset, NY 171030:.. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name bf owner bf—prexiiis�es hr inE Caibia�ianorizifis (As..on the`tax roll ar 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 Nb. f Other-`T`rade's License No, 1. Location of land on which proposed work will be done: 500 Goose Creek, Southold, NY House Number Street Hamlet County Tax Map No. 1000 Section 79-1-4 Block Lot Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Dwelling ba Intended u-se:.and occupancy dingle FamilyQwelling 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work INTERIOR RENOVATIONS,(KITCHEN,BATHROOM) (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5 IFd ?l i g,a3t�r er.of l 'I� �.'Umts `Nurnber of dwe fiag amts on each loox I#.garage; numbernf cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4910" Rear Depth 268" Height 18' Number of Stories 1 Dimensions of same structure Wrth,.afl emtiarts our addti : Front. RWAI Depth Height Number of Stories... 8. Dimensions of entire new construction: Front 49'0" Rear Depth 268° Height Number of Stories 9. Size of lot:Front 75' Rear Depth 218' 1 n:1 at ,( f,l'rxnelnase Name-ioffarmarQwnar 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14 Namp�-.of O ne.r of premises Ohntbne Garbi�-AndriOftAddress,,soe;cragd avenue,Mawcue,sPhone lVaf. 516=351,3411 Name of Architect John Condon, PE. Address 1755sigsbee Road,MATTITUCK phone No 631-298-1'986 Name of Contractor TO BE DETERMINED Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.T �1ii prRPer "T itb in 04 feet�fla.l i; 1 w.elar il`9'ff* r'ES—x NO gx IF NN E'S, PERW'IN 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 X *IF YES,;PROTIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) NnS:hka CS,c vb ca-1'k►�du wfts' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above naaned, 7(5)He:is the .owner (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swozmr to before rae this day of - 20, Notary Public Signature of Applicant OVE %� .2v LS I�iILDING DEPARTMENT- Electrical inspector 4 TOWN OF SOUTHOLD ` `OGT - 7 2020To all Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 o- V. Telephone (631) 765-1802 - FAX (631.).765-0502 4 . BUDI G Dom. . T{{��,�,,� W.�;� r�cf�r�rCosoutholdtownnygov seand(cDsoutholdtownny qov APPLICATION FOR ELECTRICAL INSPECTION. - ::-- ELECTRICIAN INFORMATION (All Information Requlred) Date.: Company Name:: ..... ........ . Name: ,:. License No.: I&S fill _ .� i� email . F_. 1e�k-r r�.`C,�� o. /address: �Q = (►'� ::y. I . .. .. . . ......4-cam �.,.. _ .. N`�....:. .. ... .. Phone No,.: cle. :7. J08 SITE INFORMATION (A l Information Requlreck , E Address: Crass Street one,No _.. $Idg:Permlt# L{, M <F '` e� i1'' Tax Map )"0 104,0 S GfIoR v tvcl � ,._... .,.. .,. :, LQt. .. .. _ . � (EF DSCf�i'IXQI OF:tN�ORK (Please-P.rint.Cle�>•�Y).: .orhQ1 , . 3 reIe Al1�That-Apply:........_.... .__..._.__.__._.-...:.'.. . Is 'ob ready for ins �ection?: YES /.NO Rou h_In �` Final J . dY . p � 9. Do.you need a Temp Certificate?: YES ! NO Isstaed. n . . Temp Information` (All-information required) Ser�ic .-Size.1_P,. ::3.Ph._ ....<.:..Size:.:. 08 _..A .. #.Meters:_ _-011.Metes# . .... ..: _ New Service-fire Reconnect- Flood Reconnect- Service Reconnected . nderground Qverfead Underground Laterals 1 2 H Frame :Pole Work.done'onServlce?. T. N Add`itlonal Infomation: " " ;PAYMENT WE Al H_APPLICA'10 : Request for inspection Form.xis �� � PERMIT# Address: Switches1 Outlets AJ GFI's I 1 Surface Sconces H H's CtJ UC Lts Fans Fridge HW , Exhaust Oven D r Smokes -- DW ' _ _ Service- ; Carbon - Micro Generator Combo Coo kto 1 ,Transfer AC AH :,_` Mini Special: Comments: A v / voec/ (/�� �. Cl l Suffolk County Department of Health Services .Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER .Leave blank any items that are not applicable to the installation.*M sewage disposal system sketch alone with location measurements from at least two buildine corners must be provided on the back,or on a separate sheet and attached to this form** Health Department Reference Number: SHIP ENTRY#21-00044 Suffolk Tax Map#:Dist: Sect(s) Blk(s) Lot(s) 1.000079000100004000 Project Name or Address: 500 GOOSE CREEK LANE SOUTHOLD NY 11971 Applicant/Homeowner Name: SCOTT SILVERSTEIN Date of System Installation: 1 /22/21 IIAOWTS TREATMENT UNIT SEPTIC TANK Make and Model: Volume(gallons): 1250 GALLONS Rated Daily Treatment Capacity(gallons): Material: [x] Concrete, [] Fiberglass/Plastic Material: [] Concrete [] Fiberglass/Plastic Shape: [] Rectangular, [X] Cylindrical Top: [] Slab, [3 Traffic Slab, [] Dome DISTRIBUTIONLEACHING POOLS(If applicable) Name of Tank Manufacturer:AFFORDABLE Number of Pools Diameter and Effective Depth GREASE TRAP Top: [] Slab [] Traffic Slab: [] Dome Volume(gallons): Name of Precast Manufacturer: Material: [] Concrete, [] Fiberglass/Plastic Top: [] Slab, []Traffic Slab, [] Dome LEACHING POOLS/GALLEYS Name of Tank Manufacturer: Total Number of Pools/Galleys. 5 Diameter/Dimensions and Effective Depth 3X8 OTHER LEACHING STRUCTURES Top: [] Slab [X Traffic Slab [] Dome Make and Model (if applicable): []N/A Name of Precast-Manufacturer: AFFORDABLE Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards (secondary safety device installed if cover weight less than 601bs.) [] Yes []N/A I hereby certify that the-subsurface sewage disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards of the Suffolk County Department of Health Services as well as any other municipal agency requirements;and any and all mechanical/electrical components have been tested and are operational in accordance with manufacturer's recommendations. Installer's Signature: Q�t,&71111ateal Date 1/22/21 Installer's Name: John Motta Company Name: Al COMMUNITY CESSPOOL SERVICES Phone 631-234-3070 Company Address: 180 BLYDENBURGH ROAD ISLANDIA NY 11749 Consumer Affairs,Liquid Waste License Number and endorsement(s): LW-55110 "INADDITION TO ABOVE,COMPLETE BELOW FOR SANITARYREPLACEMENTIRETROFIT ONLY. In addition to the above information,I hereby certify that this OWTS replacement or retrofit meets the Department Replacement/Retrofit Standards, and that other alternatives are-not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents an improvement to existing sewage disposal system conditions. Installer's Signature: Installer's Name: JOHN MOTTA THIS DOCUMENT MUST CONTAIN ORIGINAL SIGNATURES FROM THE INSTALLER WWM-078 (06/19) COUNTY OF SUFFOLK �01 � STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT, MD,MPH Commissioner SANITARY REPLACEMENT/RETROFIT ACKNOWLEDGEMENT Date: July 2, 2021 Subject: Scott Silverstein 500 Goose Creek Lane, Southold,NY 11971 SC Tax Map Number(s)of the Property: 1000-079.00-01.00-004.000 WWM Reference Number: SHIP 21-00044 The Suffolk County Department of Health Services Office of Wastewater Management has verified the replacement/retrofit of the preexisting sewage disposal system on the above referenced property. The replacement/retrofit to a conventional septic tank was performed in accordance with the Department's Replacement and Retrofit Standards and reported electronically to the Department through the Septic Haulers Information Portal (SHIP). If you have any questions or comments regarding this I/A OWTS installation please call 631-852-5459. DIVISION OF ENVIRONMENTAL QUALITY PublicHealth 360 Yaphank Avenue, Suite 2B,Yaphank NY 11980(631)852-5750 Fax(631)852-5760 Proven t.Promote.Protect. B A N 0 ST1 • A B SEPTIC TANK STI 1 25' 39' LEACHING POOL(S) DP1 42' 53' O 0 0 DP1 0 0 I I. MAP CP fllQ017MTY GoogE [12EEk APP^2FM COW WA ROBERT 7f`•�!=i �6..A, ALL G A 61D o.«%w`aQ � ' +Waco 3Qtili�1':rf�: Gfi�7IQb D NS' 1 1iKp_q�c- �a MU. ..y 1 �7 �?�eS ::. �,z � �IEa7mdafsrmatl9la� a mage o.rA.YaNiiMd j � ��45Iir1yA!'u ! ! adW�N,Obeuir J�Im! 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THOWAS`.GUIDO PROPANE L. M.ERATOR, TAN. k9 - � ' woody SH D \ S FE.EN0 tis < ,$E ' PIPE 0.2'E 0;9'N ' a-"rWATfR '.dSfLER - 0� FE EN 0�R G eo 5N: EOE ; ' �.J CERTIFIED TO . TEV ART TITLE 16NSUR`Ak 'G C0 4PAI lY. . STAN D1SHTITLE AGENCY, 'INC. C. . BETHPAG:E . FEDERAL 'CREDIT UN1.0,N;:` ISAO'A ,ATCMA CHRISTINE CARBIA. ANDRIOTIS KEY . = RMAR ® a `WE'L'L A STAKE ® TEST HOLE of t+ IL�'✓ ® PIPE = MONUMENT b.' = WEXAI70 FLAG R21 _'`U JTY POLE. +t Q() ANY A47FRA710N OR A0017I0N TO:.THIS SURVEY IS.A WOLATION OF' � Ii,'� Z�,�68 Qi '�? L/C. NO 496:18 SECTION 7209,%OF THf:NtW YORK.STATE.EDUCA77ON LAW ,EXC.P.. :. PECON/ S, P.C. AS PER 'SEC770N 726.9 SUBDIVISION 2 ALL .CER77nCATIONS:HEREON. P6- 41-NE 6,31 765--5020 FAX'-(631 765-1.797 ARE'VALID FOR TH1S MAP:.AND COPIES THEREOF ONLY IF SAID ) OR COPES"BEA .7HE`IMPIPESSED SEAL :OF:.7H£ SC)R1�EYpR WHOSE. fP Q ;BD'X .C» ONATURE'APPEARS-;HEREQN. 7,230 'TRA ER S,7REET 97. ' r REScheck Software Version 4.6.3 Compliance Certificate Project 500 Goose Creek Lane Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 135 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 500 Goose Creek Lane 500 Goose Creek Lane John J.Condon, P.E. Southold, NY 500 Goose Creek Lane Condon Engineering Southold, NY 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Compliance: Passes using prescriptive requirements for alteration projects Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,308 49.0 0.0 0.026 34 Wall 1:Wood Frame, 16"o.c. 490 21.0 0.0 0.057 21 Orientation: Back Window 1:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC: 0.32 Orientation: Back Window 2:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC:0.32 Orientation: Back Window 3:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC:0.32 Orientation: Back Window 4:Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC:0.32 Orientation: Back Window 5:Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC:0.32 Orientation: Back Door 1: Glass 78 0.330 26 SHGC:0.29 Orientation: Back Wall 2:Wood Frame, 16"o.c. 490 20.0 0.0 0.059 24 Orientation: Front 13 0.330 4 Project Title: 500 Goose Creek Lane Report date: 04/29/20 Data filename: C:\Users\Owner\Favorites\ResChecks\Goose Neck Lane.rck Pagel of 2 Gross Area Cavity Cont. Perimeter Window7: Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC: 0.32 Orientation: Front Window 8:Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC:0.32 Orientation: Front Window 9:Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC: 0.32 Orientation: Front Window 10: Metal Frame:Double Pane with Low-E 6 0.330 2 SHGC:0.32 Orientation: Front Door 2: Solid 32 0.350 11 Orientation: Front Wall 3:Solid Concrete or Masonry:Interior Insulation 320 20.0 0.0 0.057 17 Orientation: Left side Window 11:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Left side Window 12:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Left side Window 13:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Left side Window 14:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Left side Window 15:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Left side Window 16:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Left side Wall 4:Wood Frame, 16"o.c. 320 20.0 0.0 0.059 17 Orientation: Right side Window 17:Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.32 Orientation: Right side Window 18:Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.32 Orientation: Right side Window 19:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC: 0.32 Orientation: Right side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,308 19.0 0.0 0.047- 61 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The p osed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandato irements listed in the REScheck Inspection Checklist. a , .s -077202a Name-Title J Sign Date Project Title: 500'Goose Creek Lane Report date: 04/29/20 Data filename: C:\Users\Owner\Favorites\ResChecks\Goose Neck Lane.rck Page 2 of 2 INSULATION INSULATION: R-21 CLOSED CELL SPRAY ON FOAM ON MASONRY FOUNDATION WALL WITH 1/2"WALLBOARD FINISH ROOF DOWNSPOUT TO DRYWELL :. i.. :�:.... . ... ..., ..., :.`'':'�'�:�`•':'.`:• _ ,'i FTOODRYWELL ROO NEW 6' x 6' MCO TIMBER WINDOW WELL •:: f ao co7. X U FAMILY ROOM xC3 ul N• N Lo x m1 F r'• w u- NEW 4' STEEL COLUMN x W/ 3' x3' x12' T'G 3' STEEL COLUM C. FOOTING E/W NO.5 REBAR r — 14' O.C. E/W EMOVE EXT'G STAIRCASE :s T'G (3) 2' x 8' GIRDER ~ FLOOR DRAIN TO DRYWELL BELOW _ I� �I L �I� �IIIII lo zo 0 LI IL L -LI-L IJ In G X U X J • 0 N X I J W NEW 5' SLIDER Z �% N N xLi IN EXT'G OPENING f- (2)2 x g lco v cu (E-CRESS x Lj to FOR BASEMENT) DAVID TURNER ARCHITECT, P.C. INSTALL NEW STAIRCASE x11 ; ( )21x 450 SEVENTH AVENUE,SUITE 1907,NEW YORK, N.Y. 10123 T'G (3) x 8' GI ER 1 IIUII (212)594-0840 FAX(212)594-1530 r;• U HOT WATER HEATER PROJECT SEWAGE JECTOR PUMP o CRAWL SPACE A CESS {° 500 GOOSE CREEK LANE co d °I'tE R�AWL SPACE✓ r;' N, ❑ o _ — J I I I GREENPORT, N.Y. wL'. SHEET �;:: J NEW 4' P.C. SLAB J I I— 4' x 4' MCQ POST AMENDED CELLAR W/VAPOR 13ARRIER ON 10' SONOTUBE WINDOW UPON 4' CRUSHED STONE UPON 24' x 24' x 12' FOOTING(TYPICAL) CONSTRUCTION 1 l ROOF DOWNSPOUT \ / I ROOF DOWNSPOUT TO DRYWELLTO DRYWELL DATE: 7-2O-2I PROJECT No: DRAWING BY: LEC7END I CHK BY: 177777 NEW INTERIOR PARTITIONS- 3 5/8" METAL STUDS ` ='.�•._ f. DWG No: 16" O.G W'TH 5/8" WALLBOARD EACH SIDE A- 1 00 ■ 00 CiELLAR FLO®RALE NOT TO SCMECHANICAL VENTILATION S`T No. 16�62 O SMOKE /CARBON MONOXIDE DETECTOR qTF CAD FILE No: 5 OF 15 REVISIONS: GENERAL NOTES: APPLICATION FOR BUILDING PERMIT 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK INTERIOR ALTERATIONS AND NEW FRONT PORCH STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE _ Lu AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. Q `� 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE#2 GG�� OR BETTER. oOJ Z J 4. PROVIDE DOUBLE HEADERS AND TRIMMERS G NORTH 0w �e AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED V_ Ir— ON ON DRAWING. uj _m G r 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS ��PtN�°°GK AND FLOOR BEAM. SPACING NOT TO EXCEED 8 p Z FT. 4. Z _ 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF ��s Z Lu 0 MATERIALS. THIS FOUNDATION HAS BEEN / s�° 0 3. DESIGNED FOR A SOIL BEARING CAPACITY OF e°ROES \� m� I- c p TWO (2) TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE ® 0 CONDITIONS ARE MET. ALL FILL BENEATH \`,; \;`P Lu cf) CONCRETE SLABS TO BE COMPACTED TO 95% 0 \� 0 RELATIVE DENSITY. `' J Q 7. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM IS INSTALLED. 0 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO Lu BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS Z Lo TO BE MINIMUM OF (2) 2x8" OR AS NOTED \ 9. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 10. PROVIDE FLASHING AT ALL ROOF BREAKS, G°- ' \` CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, �� +000 EMOVE BAY WINDOWS V WINDOWS, DECKS, ETC. p, "t 11. DO NOT SCALE DRAWINGS eo 0 .� .a CV 12. DESIGN CONSULTANTS OR RECORD ��G �� ? EMOVE MASONRY STOOP L O ARCHITECT-ENGINEER ARE NOT RESPONSIBLE �.��5����.� /V'/♦ FOR THE INSPECTION. SUPERVISION. OR �, a) , ADMIN15TRATION OF THIS CONSTRUCTION - -- _ V�' r_ PROJECT. FEDERAL, STATE AND LOCAL ZONING _ EXT'GOIL TANK �- AND BUILDING CODE COMPLIANCE SHALL BE �� -' _ Z THE RESPONSIBILITY OF THE CONTRACTOR(S). _ __;` ® n 1 6.j ° W 0 EXT'G HEAT PUMP — —.� l ■}� 13. DESIGNER, ARCHITECT, OR ENGINEER MUST __ �1��. BE NOTIFIED IN WRITING BEFORE ANY ROPOSEDF TPORCH fir. T 0 EXT'G BASEMENT; g' CHANGES ARE MADE TO PLANS. ROPOSED ADDITION °°2°� rtl o .�... ENTRANCE \, F 0Lo 14. ELECTRICAL AND MECHANICAL r, COMPONENTS TO BE DESIGNED AND SPECIFIEDV BY OTHERS. '� CARDING REC�UI TRUSS PLA 15. CONTRACTOR SHALL OBTAIN ALL PERMITS \, AND INSURANCE NECESSARY TO PROTECT THE ` N ENGINEER AND OWNER. \ ;!i-ICA CC^,�7•ENT BE- E PROPERTY L EXT`GGENERATOR (� i 1= CC PA Y �� �,t.l.. c ,':,"i. r. ;:'::' • `;;� ��:,, , LOCATED AT: �,;'; ATE C C U ,a•' 500 GOOSE CREEK LANE SOUTHOLD, NY 11971 Q\ C?ER USED Ii`J v1!'!•TER �� ��;� Ta"-" ;" �,; TOWN OF SOUTHOLD ' SYSTEM C'�r _C Q1e COUNTY OF SUFFOLK, STATE OF NEW YORK EXT'G PROPANE TANKS ��' �,��p OF � o LEA D, - E;�vEL_D , LOT SIZE DISTRICT: 1000 SECTION: 79 BLOCK: 1 LOT: 4 P E1CTION R._Q }_ �! 'jo'P ••.el;':t �a 16,668 S.F. ` Fm r1 f - _ _ PROJECT: 2020-005 BUILDINGS PATIO AND DECK PLUNfN 31NG 1.' r� �.t' _ _itifi'd v Or L "�ilLfl [t�lf'�DFF �b ALL PLur.�eCr�o�v�, e - PUPMANT TO CI-IAPTER 236 DRAWN BY: DLB EXISTING EXISTING w',FATER LI. _.,1: a21 S.F. DESIGN CRITERIA: TESTI'-'G ��r c„�Coy OF THE TOV�'i4 CODE. C''`"LY WITH ALL CODES O. CHECKED BY: JC PROPOSEDPROPOSED LIVE LOAD DEAD LOAD 7`019K STATE & TOWN COD Y•S -� 29 S.F. 7 S.F. GROUND SNOW LOAD 25 PSF. 15 PSF. �,` rI, v UIRED ANftuR --�- LIVING AREAS AND DECKS 40 PSF. 15 PSF. - P DATE: APR. 15, 2020 GARAGE/SHED TOTAL SLEEPING AREA 30 PSF. 15 PSF. SOU"NO'D.M'JNZB .-'/ 101 S.F. 428 S.F. ATTIC 20 PSF. 15 PSF.WIND SPEED 140MPH � �,NNIN__ cpllTulr n Ip ^ A, Q \ -'/ SCALE: 1" = 20'-0” �Sa' � V , F TOTAL SEISMIC DESIGN CATEGORY B _ "11.0 ^'�"J UST'ES �.�E �° �'`�' WEATHERING SEVERE !� Tv NTR G� _ , r a..F SHEET NO: 1,442 S.F. (7- FROST LINE DEPTH 36" .�.^ .J ,.a,DEG10 f 7 TERMITE MOD. - HVY. DECAY SLIGHT ROOF RUN-OFF O .rtr,' Mt.p a GO :-,. e d 1�f 1 c- oc.F. � ICE SHETLD REQ. YES 0ry..,�� ,� . Vin^ REVISIONS: C-) UJ O G.. LL ti WLiu Z W r D � Z Z EXISTING DECK c O L� _ ~ ® O LU U) ====u ____ _LL _1nr_ _ ___ ' J --- _________________T _______ _______mm------------------5— \ wI II EXISTING SUNROOM � E;� L Lo I III I I EXISTING BEDROOM EXISTING LIVING ROOM 7 J III I r- 1 Lr r--------------------------------------- ----- � iii i 1 ry\ F� r-------------i r --------,----- i II _ i--------i I I II III I I' k� WASHER DRYER Icm r I L I vY T-----------T r O , !— ..__ ., ,4 �` I I ♦\ I I I I I I I I �nl 1 I I I , —T�_______ ---_—J L L------------------r\ '� �` ,� ■� •- EXT■G HALL ; I I I I I ;� \\\\ �,, \\• ', -----------------\'1 f----, I I �- L \\\ r -------------r-------r--,-------- .A V \\ I ------------------ EXT'Gi I i -.I i FRIDGE O cl) I ; I I_I FOYER ---------------- If 11 L. Lo ____J I ❑L❑ I I I I O ____________1_________1__J J L J I I III •V EXISTING DINING ROOM V T EXISTING KITCHEN 11 i i ----- ----------------------- :n _____ I �, I I t i / `. i,' .. �!f�� -. jam:,'•, . EXT'G ,� rig i ' DW L \\. ,F�. I I I I ' I t l _ II �I I I � \ -_�III I I �i__________ J L�1-___________ -________________ '': • III STOOP F_YIlLILLIlLdI_______—__IfLLd-.—__ ___IL__________ EXISTING BEDROOM --- °. ------------ --- EXISTING I III III -Y..�.,,„,,.. `"`--.�,.,„ ,•• � r'a I iii EXT I I --------------- III .G iii iii '• ', n3 /r I III STOOP III +'4;n , h• �'(h�i T_, ,. III III n. , ____________________ ""•y-M� III III --------------------- --- % --- PROJECT: 2020-005 -------------------s--- DRAWN BY: DLB I I CHECKED BY: JC DATE: APR. 15, 2020 SCALE: 4" = 1'-0" LEGEND SHEET NO: -------, REMOVE ITEM ® EXISTING WALL FIRST FLOOR DEMO PLANAll REVISIONS: Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. i I 1 -All concrete 4,000 psi after 28 days minimum. NEW 6"x 6"MCQ = W TIMBER WINDOW WELL I 2 -All rebar ASTM A-615 Grade 60. 0 3 - Footings are to be installed on undisturbed virgin soil. The W - bottoms of all footings are to be installed a minimum of 3' below a — - - — -- ---- -- grade unless indicatedotherwise. se _ -_-_--- OAVVZO ---- t 4 All snapfff r i r t removed n o form ties are o be re o ed a d remaining tsealed/grouted. ---------------------------- o b--------------------------------------------- _- ----- ---------- - --------- -- openings are e r i L 5 -The foundation contractor shall coordinate with the plumbing LJJ L and electrical contractors relative to installation of sleeves and Z r REMOVE EXISTING WINDOW '. other penetrations prior to pouring concrete. Z INSTALL LARGER WINDOW x p bo o N = 6 - Install isolation joints along foundation walls and at column and Q 0 CD other floor penetrations. J LU EXT'G BILCO ' U Ud w Z O ENTRANCE NEW 4"STEEL COLUMN w 7 - Installed contraction joints in the cellar floor slab every 18' Q 2 r -. CONVERTED TO W1 Tx Tx 12" s. DOORS EXT'G 3"STEEL COLUM P.C.FOOTING minimum. ♦ ♦ � ENV NO.5 REBAR Q 14"O.C.ENV EMOVE EXT'G STAIRCASE 8 - Foundation excavation is not to be back filled prior to the 0 ---- installation of the floor framing. LJJ T IT(G(3 2"x 8"GIRDER0 ••— •—•• ••—~ ••♦'• •• ••—••— I —" ••— •' —••—•• •• -------------------- 9 - Backfill along foundation walls is to be clean material and is to Q T- T--T--T-- -- - I • I 1 I I I I I I I I I be mechanically compacted in 6p lifts to 95% of maximum dry L-- J I Ing I I I I density. O I 00— I I I I I I I I I I I I .. '� � •. • X �I I I I I I I I I I I I 1 .• 2 2 x 8 N I - 10 - Follow cold weather concrete treatment relative to add -- --� UJ mixtures in accordance with ACI 212.3R. Use Air-Entraining L co o °X°I I co admixtures per ASTM C260, AASHTO M154 or Water Reducing ZLO N N I I (2) 2 x 8i M LL co d and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 X o only. Do not use Calcium Chloride or other corrosive type W admixtures (2) 2 8 NSTALL NEW STAIRCASE w — -- — — - NEW 4"P.C.SLAB NEW 5'SLIDER ••� �••� •$• �•• ••�•• W/VAPOR BARRIER IN EXT'G OPENING ' EXT'G 3 2"x 8'GIRDER .. ( ) J UPON 4"CRUSHED STONE (E-GREs i ---------- - -- I N FOR BASEMENI) __ Lo •'. r I ti t Ncod _ _i' I• I : I ..—I--.-__-__ . N ANEW-CRAWL SPACE N X CRAWL SPACE ACCESS 7• :. ' .•.:•;::•'•'- I� v W .� REMOVE EXISTING WINDOW g'. — i ------------�= J -I r---� INSTALL LARGER WINDOW �� I I I I I O NEW 6"x 6"MCQ r---------- ---1 = .� V I ------------4 f------------ TIMBER WINDOW WELL ,..•. - L— —J L_ _ �"x 4"MCQ POST = L •....,:..':'.':`. :.::...,,;:. .. ::... . ON 10"SONOTUBE Q ccRS ., ,• C ___,---EXT�AG_VVINp0W._---__--.--_._ UPON 24"x 24"x 12"FOOTING (TYPICAL) "x 4"MCQ POST SIMPSON PB44 W•. POST BASE EXISTING NEW TOP OF FOUDATION GRADE 4 , ;•�•,: 10"SONOTUBE P.C. DECK PIER 516' A /,d" Ova .• NEW CONCRETE FOUNDATION WALL EXISTING CONCRETE 4 FOUNDATION WALL — _ _ •'' ''4 _ —1 I —1 I - -II1=1 1=1I1=111 - 411=1I1=1II' PROJECT: 2020-005 z -1 11-1 I I-1114% 1 I—I I I—I I M I —1 I I—I I I-1 I I .• a I I 1=1 I I—I l i z 1=III=III 11=►11=III= DRAWN BY: DLB R I I I-1 I I—I I I ' : I I I—I I IEI —III—III 11111111111111 CHECKED BY: JC NEW#5 STEEL - I I-1 I I-1 I 1' _ _ REINFORCING RODS —III—III 1—I 1-1 24"x 24"x 12" @12"O.C.VERTICALLY = I I—III—III "• • ,'•. III=I I I- -I I I—I I a " ' I1=1I1=1I P.C. FOOTING DATE: APR. 15, 2020 11=1 11=1 I I ..... • I I 1=1 IIIIIIII . '. 11111111 SCALE: 4,. = 1'-0" 11=III'. •..• ".•:• .° : III= -- — SHEET NO: COMPACTED lull=III—III=III=III I II I'1 POROUS FILL FOUNDATION PLAN � FOUNDATION CONNECTION DETAIL DECK PIER DETAIL N.T.S NS.S REVISIONS: Framing Notes: The contractor is to verify all measurements in the Feld and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 00 0048'-10" 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum 20'4" 9'-3" 3'-6" 3'-2"- -3'-2" 3'-6" Oe specifications: Fb=825 psi () Fv=95 psi Fc perp=625 psi O E=1,600,000 psi C11- 2. 2. All Parallam(PSL)Lumber is to have the following minimum specifications: Fb=2,900 psi Q Fv=290 psi W Fc perp=750 psi U- E=2,000,000 psi r 3. All Microllam(LVL)Lumber is to have the following minimum specifications: UJ LU V— M v— Fb=2,600 psi Q >- Fv=285 psi Z Fc perp=750 psi Z E= 1,900,000 psi Q EXISTING DEC � 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the 0 following minimum specifications: Z Z _ Fb=3,000 psi Fv=300 psi � O B q Fc perp=805 psi C) 9 9 TW30210 TW3 210 TW3 210 E=2,100,000 psi W -- - -- 1— I I 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be � 0 TW3052 TW3052 NLGD12068 4 __ DW I 2)2"x 12"HDR. nailed/bolted in accordance with the manufacturer's specifications. Q I `D (2)2"x 12"HDR. (2) 1.75 X 1 875 LVL Hdr II o `' 6. All TJIs are to be installed in accordance with the manufacturer's specifications and 1 I shall include squash blocking and web stiffeners at bearing points on girders and Q 11'-3" CLO. I I Q other load bearing areas. ti RECONFIGURED Lo ING ROOM iI I ��� 33'-9" �j �- 7. All straps,connectors, plates,bolts,nails,etc.are to be galvanized or stainless steel. L `r' i N I Designated connectors,strap etc.on these drawings are made by Simpson unless II NEW KITCHEN indicated otherwise.All connectors,straps etc.are to be nailed/bolted in accordance Z w 00 with the manufacturer's specifications. _ o RECONFI URED a M II 0 23 c_q r 8. All floor sheathing is to be /2 inch AC type plywood,tongue and groove,with an AP Q I X BEDR OM �' �Ud m I j 00 span rating of 48/24. Floor sheathing shall be glued and screwed to the floorjoists 6"O.C.edges and 12"O.C. field). I I • I X a 11 I I o 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be U- I I i N nailed with 10d common nails 6"O.C.edges and 12"O.C.field. LO I I I I r� CLO. w ~d it i I (' 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with spans �, I exceeding 8'. CV ' (2) 1.75 x 14 LVL e/ (1)0.625" FP 3 j j ��, 11.Double joists are to be installed below parallel walls. .i - 2 --_--_-- -� - 1.175x14 LVL N O EXT'G GIRDER I 12.Blocking is to be installed at all point load bearing points. r 1 I � >_I 11 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated ° ��� _ o' X FRIDGE otherwise. _ LO N ❑ RECO FIGURED T, X 1 Z o `Y' I = BAT ROOM x =I N w; w; ti II 14.All bolts nuts and washers are to be hot dipped galvanized. W N ,� N_ H F- I a V ■� ~ w '_6„ N " � o 9LL I 9I - it LL � Steel Notes O N .� _ I I � ■� p �I I All steel is to be ASTM Specification A-992-50 O CLO. s� o o LINEN x x II NEW DINING AREA * V x I All Tube Steel ASTM A500-GR-46 N CN 1 o> ° ° �i `✓i II * All bolted connections are to be made with A-325 bolts. WASHERNRYER CABINET * All welded connections are to be done by a certified welder and conform to AWS and AISC standards. a IEW BATH Roo Q li :.. 2"x 12"HDR. * All weld joints are to use E70XX electrodes. LINEN (2 2 FLUSHHDR. " IRECONFIGURED TIV3052 TW3052 * Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem- I o, 2)2"x 12"HDR. Prime at 2.0-3.0 MDF. BEDR OM -� o`° CLO. 2'9" co NEW FRONT PORCH * Y2"web stiffeners are to be installed at all point load bearing points and over all \ l; .: • .,r. - `<. N I ti 8"x 8"BOX OUT column supports. C? a I TW 032 COLUMN W/TRIM * All columns are to be bolted to steel girders with y"bolts and to wood girders with `,�G �-- ----- -------- -- - y"lag bolts. 2 2"x 10"HDR. * All girder splices are to be made above columns. PROJECT: 2020-005 TW3052 TW3052 -1° 1 DRAWN BY: DLB 016'8'-1" -1" 5-2" 9'-2" 111-911- -8" CHECKED BY: JC 16'-1" 19'-6" 13'-4" as'-11" DATE: APR. 15, 2020 SCALE: 4" = 1'-0" LEGEND SHEET NO: ® EXISTING WALL ® NEW WALL PROPOSED FIRST FLOOR REVISIONS: UJV O z LL r ti w r' zLu Z Lu o � � z z O o � x W 03 oo Q EXISTING ROOF O `� v fn CO w I O ZLu N Lo p F- x w AV I..�: ao 0o ci O N X x � ox m N ■� W Z � Z � z \Z' W v'41 r+ ovj-oL9l` 0 Lo ♦�-+ (2)2"x 8"HDR. _2'2"x 8"HDR. r iv AW251 AW251 AW251 AW251 SEW 2 x 16"� � x \ G EXISTING ROOF EXISTING ROOF 16"O.C. 16"O.C. � U CD R ' . PROJECT: 2020-005 DRAWN BY: DLB CHECKED BY: JC DATE: APR. 15, 2020 SCALE: 4" = 1'-0" SHEET NO: ROOF FRAMING PLAN REVISIONS: 7E] LU CU O EEI EE I i 1�1 jJI-11 -1 L W w LUJ I d, T 1 1 T uj ZT T-11 I T T LI I_j TF-TF -YlYl I T 1 11 77 dw— T 1 lT IF 7 -T T T y- 7- tYET t- L I 1 1111 LLI co t 1 111 11 i 1 1 1 JI I T T-T7j Imo, -I I ;T i n a A, I i L r 1 T T T I -T- F T-7- Oil 11 f 1-1 T 11 1 T T T T f Th T T T"T T 7 T' 7 -7 7 T- 0 rpA 0 C) w Lu I-- Z2 PROPOSED FRONT ELEVATION Lo MM 0 v- Uj w Av. cn 0 0 r) a Ln 0 OWN I FIT i j J. LiTi j? z %TT! L L -T -i L I 1 1- 1, 1- 1- -ly PROJECT: 2020-005 DRAWN BY: DLB CHECKED BY: JC DATE: APR. 15, 2020 = 11-0 lif 11 SCALE: 4 SHEET NO: PROPOSED REAR ELEVATION REVISIONS: WINDOW AND DOOR SCHEDULE QTY. BRAND MAN. CODE SIZE TYPE NOTES 6 ANDERSEN TW3052 3'0"x 57" DBL. HNG. CUSTOM GRILL — 6 ANDERSEN A21 2'0"x 2'0" AWNG. CUSTOM GRILL 2 ANDERSEN TW2032 2'0"x 37" DBL. HNG. CUSTOM GRILL,TEMPERED 5 ANDERSEN TW30210 3'0"x 2'10" DBL. HNG. CUSTOM GRILL = 1� 4 ANDERSEN AW251 2'4"x 2'0" AWNG. CUSTOM GRILL V l f 1 N/A N/A 4'8" EXT. DBL. DOOR CUSTOM MAN.AS PER PLAN O 1 ANDERSEN NLGD12068-4 12'0"x 6'8" EXT. SLID. DOOR CUSTOM GRILL n- 1 1 ANDERSEN NLGD5068 60"x 6'8" EXT. SLID. DOOR NO GRILL A 2'0"x 6'8" INT. DOOR BUILDER SPEC. 8 N/A N/A Z I 2 N/A N/A 1'6"x 6'8" INT. DOOR BUILDER SPEC. 3 N/A N/A 2'6"x 68" INT. DOOR BUILDER SPEC. LL I s l LU uj -r -- _ —T, ± ± ± ; i ; a_ �- tr1 r1, -L 1 Zi r I �T Z �I i 1 Z - ;' r ---- 1 i T-Z-�1-.-L I Ir'T`-�-.- �- -,-�- - - -� I T _' ICJ_ .1' _ a. _1_=T_3.1I T I :1 =1 m:1.=_ _L�_1 T;_ . 1T r I1:7I' O i (n - 1-._ O �.±. �- -il- .lam_ -Li_�_ -Al._a.---L. -�-1-�-�--r.t ,....�-*'j-f- - -I'- ,7- -"------- - T-_ r_; iI1_ _ c/ 1-,`-I1 - --- ---- 1 _ -- T i �.a. 1-1-' IW_ J Q O w CD FW - Z PROPOSED EAST ELEVATION "- cm Lo w Lo .� O � � r _ Z r O cn _ Lc) O Lo i iyll TYT� I_ TIELT�_7 p ; iFT T-'-' [E —d Ty T— ii 171 T T _,. 1111-1 PROJECT: 2020-005 � DRAWN BY: DLB CHECKED BY: JC DATE: APR. 15, 2020 SCALE: 4" = 1'-0" SHEET NO: PROPOSED WEST ELEVATION REVISIONS: TOWN OF SOUTHOLD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LO,XD MPH) CATEGORY DEPTH TEMP. REQUIRED 25 3SF 140 B SEVERE 3.0' M-H S-M 11 YES NONE DESIGN CRITERIA BEING USED: 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND V 2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT ROOF 0 dem I� NEW BATHROOM Z 0 NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 w �e r Joint Description Number of nails Nail Spacing LjL �,v --70—oframing LU W Rafter to top plate(Toe Nailed) 3-8d Per Rafter W r FIRST 171 OOR I SH�VVER Ceiling Joist to top plate(Toe Nailed) 3-8d Perjoist Z co Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Q >" ,. Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap Z Z TO EXISTING SEPTIC SYSTEM HOUSE TPM Collar Tie to Rafter(Face Nailed) 3-8d Per Tie Q Blocking to Rafter(Toe Nailed) 3-8d Each end Rim Board to rafter(End Nailed) 2-16d Each end Z 0 Wall raming 0 _ 5 PLUMBING RISER Top Plate to Top Plate(Face Nailed) 2-16d Per Foot Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side N.T.S Stud to Stud(Face nailed) 2-16d 24"o.c. 0 Header to Header(Face Nailed) 16d 16"o.c.along edges W0 Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud J0 3-16d Per 2x6 Stud Q NEW ROOF OVER DOG HOUSE 4-16d Per 2x8 StudCD 2"x 10"ROOF RAFTER 0 R-49 INSULATION Bottom Plate to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d '.Z Per Foot 4"PLYWOOD Floor raming VAPOR BARRIER Joist to Sill,Top Plate or Girder(Toe Nailed) 4-8d Per Joist W STANDING SEAM ROOF �-- Bridging to Jois t(Toe Nailed) 2-8d Each End � Blocking to Joist(Toe Nailed) 2-8d Each End Z iii Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block NEW WALL Ledger Strip to Beam(Face Nailed) 3-16d each joist 2"x 4"STUD EXISTING ROOF Joist on Ledger to Beam(Toe Nailed) 3 8d perjoist R-21 INSULATION 2"x 6"ROOF RAFTER Band Joist to Joist(End Nailed) 3-16d perjoist SISTER W/2"x 10"ROOF RAFTER � � Band Joist to SII.or Top Plate(Toe Nailed) 2-16d per foot . a OSB PLYWOOD J �� �� -49 INSULATION VAPOR BARRIER EXISTING PLYWOOD V CEDAR TO MATCH EXT'G !�---------- NEW VAPOR BARRIER Root Sheathing NEW ASPHALT SHINGLE Structural Panels 8d a' Diagonal Board Sheathing 3"Edge 14"Field 1"x6"or 1"x8" 2.8d Per Support, .a CN NEW ROOF �i� NEW 2"x 6"COLLAR TIE 1"x10"or Wider 3-8d Per Support L 2"x 6"ROOF RAFTER @ 32"O.C. •� C 4"PLYWOOD------ Ceiling Sheathing r, VAPOR BARRIER Gypsum Wallboard 5d coolers 7"Edge/10'Field STANDING SEAM ROOF k- - Wall ea Ing Q _{ Structural Panels 8d 3"Edge 14"Field W Fiberboard Panels = T s - 7116" 6d 3"Edge 16"Field C 25132" Bd 3"Edge 16"Field 'a L0 HALL LIVING ROOM Gypsum Wallboard 5d coolers 7"Edge 110"Field O 0 o HardBoard 8d 6"Edge 112"Field (__ ( Particleboard Panels 8d 6"Edge 112"Field Ty Diagonal Board Sheathing VxFor1"x8" 2-8d persupport 10"SONOTUBE - k 1 UPON 24"x 24"x 12" 1"x10"or wider 38d per support � 1 �: :. -. ...�.- �o. P.C.FOOTING � Floor Sheathing Structural Panels 1"or less 8d 3"Edge 14"Field ZISgreater than 1" 10d 3"Ed a 14"Field XTING 2"x 8"FLOOR JOIST g oo Diagonal Board Sheathing 1"x6"ort"x8" 28d per support ChIxl 0"or wider I———— 1 38d .. �. AAPersuPPart BASEMENT **ROOF SHINGLES: FEFsa o. 0 XISTING FOUNDATION WALL FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM '`� M OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A NEW 8"P.C.FOUNDATION WALL LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF UPON 12"x 18"P.C.FOOTING o SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL NEW 4"P.C.SLAB J PENETRATE THROUGH THE ROOF SHEATHING PROJECT: 2020-005 W1 VAPOR BARRIER R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. UPON 4"CRUSHED STONE NEW 4"STEEL COLUMN DRAWN BY: DLB W13'x3'x12" C. FOOTING CHECKED BY: JC E/W NO.5 REBAR 14"O.C.ENV DATE: APR. 15, 2020 SCALE: 4" = 1'-0" SHEET NO: PROPOSED SECTION REVISIONS: 0 0 0 0 0 0 0 0 0 0 LLJ U 0 0 0 0 11= mumom 0 0 0 0 Z J 0 LL. Liu W w QV o Co 2m Lu 0 Co Bent n t B,e a�m Details�ai,1,_s 0 90 = ,v_o" )��Sca�ie1/2 /16 W om 0 W CID Uw) 13" iFi- 0 0 04 r- 2 Lo 0 0 C> 0 Base Plate Detail Z a Scale. 1 - 1 -0w UU 0 Cn L 0 Bent earn Details 0 1Lr) cc %- B Scale: 1/2" = 1'-0" 0 0 0 8 -12"-- 0 3 3116 141 T I f 2" =100 21' PROJECT: 2020-005 70 DRAWN BY: JC 32'2 CHECKED BY: JC 21-1 119.48710 0 0 21@ 2 DATE: APR. 15, 2020 14" Custom Made Beam Saddle ll = 11-011 0 Scale: 1"= V-0" SCALE: 4 i 6" SHEET NO: Bent Beam Details�Duet�aiilis0 �. Scale: 1/2" 0 6 8 REVISIONS: I EACH WINDOW TO RECEIVE(1)7116" THICK x SIZE OF WINDOW PLUS 4" EA.SIDE CDX PLYWOOD 513116" LOOKOUT FRAMING (2)ROWS OF 8d NAILS ° 3"O.C.STAGGERED e RIDGE BOARD INSTALL SIMPSON CS20 x WON SHEATHING TO ° SIMPSON H2 5A ON COLLAR TIE EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE o 61' EACH OUTRIGGER ,. rA 0 I TH LIJ RIM JOIST TOP PLATE ° 6' 8' SP N ROOF RAFTER V e o 0 TOP PLATE e O e DOUBLE RAFTER HEADER L o INSTALL SIMPSON CS20 x 24'EACH z e e e 0 DOOR OR SIDE OF OPENING W1(9)8d NAILS ° ° O WINDOWAREASe ° IX HEADER JACK STUDS ° – . o LL Lu0 ujo STUD ° (2)ROWf OF 8d NAILS BASE PLATE Z 3"O.C. TAGGERED ` ° HEADER FASCIA BOARD T SHEATHING ° DOUBLE TOP Z Z PLATE � Q 513116" WALL STUDS @16"O.C. U J PROVIDE#B WOOD SCREWS @ IT O.C. Z Q NAILS AT BOTTOM OF HEADER @ O.C. NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW O NAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED Cn �1 CS STRAPS AT OPENINGS 2 SHEATHING NAILING AT OPENINGS HURP,ICANE SHUTTER DETAIL ...� N.T.S N.T.S N.T.S �1 N T GABLE OVERHANG DETAIL W0 CO ~..i0 a 0 E SIMPSON SPH4 W STRAP RIDGE VENT SIMPSON LSTA9Z SIMPSON CS20 z 24' STRAP STRAP ON EACH RAFTER ROOF SHEATHING TO BE NAILED 3'0 C.ON ALL GABLE ENDS,EDGES AND FIELD wl8 COMMON NAILS BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS ICE SHEILD UNDERLAYMENT REQUIRED MINIMUM 2'-0"WIDE OVER LIVING SPACE Typical Window and Door V Header Strapping Detail (10)10D NAILS @EACH END(TYPICAL) 1 Each Comer APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE WI(2)ROWS RAFTER OF Bd NAILS TO C.STAGGERED V J A,L` �1 TYP.WINDOW&DOOR STRAPPING TOP PLATE SOFFITVENT .i ` N.T.S Simpson LSTA30 Ridge HURRIMPSCCAN CLIP ON EACH CD C HEADER trap at each Rafte RAFTER ' OR SIMPSON CS20 x 36'@ SIDES OF OPENING FROM JACK STUD TO PLATE Simpson MTS30 Rafter Strap OR RIM JOIST wl(9)Rd NAILS EACH SIDE • at each Rafter Tail = Z RAFTER OP PLAT SHEATHING TO BE NAILED @ W .� 4'O.C.,EDGES AND FIELD. i. V .� STUD O c/'^ Q © I Q Ln Simpson H2A Hurricane Ties Ln at each Rafter Tail 0 STRAPPING r� ® I © FLOOR PLYWOOD NAILED 4"ON EDGES w1(9)Bd NAILS EACH SIDE EXISTING ROOF I &6"IN FIELD W18 COMMON NAILS PLYWOOD SHEATHING TO COVER RIM JOIST& — — — — — — FLOOR JOIST SILL PLATES,ABOVE&BELOW AND NAILED w/ •. (2)ROWS OF 8 NAILS 3'0 C.OR PLYWOOD c SHEATHING CAN BUTT TOGETHER( A SPACE) 6� � s a-' ` °�•, ' p Q WI(2)ROWS OF 8D NAILS 3'D.C. RIDGE I DOUBLE TOP PLATE �� 1t �'��?'!•'`�h�`' -*—RIDGE �� "iC:T''" t•. �, ---> EX.RF. EXISTING ROOF © EX.RF. © X.RF� 2 x 6 STUD WALLC+ `•` -� `�-�-.•...r.^ PLYWOOD SHEATHING ._!L".�p =.".,,.__•,,,., BLOCKING IN WALLS OVER 8'-0' SIMPSON CS20 x 36"METAL STRAP @ 16"O.C.&AT © © O Q BOTH SIDES OF EXTERIOR DOORS.WRAPAROUND SILL Q Q Q © ® PLATE.USE(4)NAILS INTO SILL PLATE ON INSDE EDGE. `\ ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8 NAILS INTO STUDS AND BOX BEAM. - - - - - - - - - � - �a�—� '. : PROJECT: 2020-005 EXISTING ROOF EXISTING ROOF © INAL SHEATHING TO SILL SIMPSON LSTA36 USING(2 ROWS OF 8d NAPS @ 3'O.C. STAGGERED D RAW N BY: D L B SIMPSON LTP5 STRAP Simpson BP FLOOR JOIST (1)2 z 8 TREATED SILL PLATES CHECKED BY: JC RIDG Typical Wall and TERMITE SHIELD AND SILL SEAL ZONE 1 ZONE 2 ZONE 3 Sill Strapping Detail BLOCKING DATE: APR. 15, 2020 FIELD 6"OC 12"OC 1 4"OC '"� (2)#5REBARCONTIN000S +12'F M EACH SCALE: 1'-0" PANEL EDGES 6"OC 6"OC 4"OC +12'FROM EACH CORNER 4 — WI3"z3'x %6'WASHER NAILING REQUIREMENTS FOR 140 MPH,3 SEC.PEAK GUST, .4 HOT DIPPED GALVANIZED "ROOF SHEATHING WITH BD COMMON NAILS OR 10D BOX NAILS OR STAINLESS STEEL SHEET NO: K,1ROOF SHEATHING NAILING DETAIL STRAPPING DETAILS c BUILDING CROSS SECTION N.T.S Y.T.S N.T.S