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HomeMy WebLinkAbout45861-Z g�FFO(��r eln- Town of Southold 1/14/2023 .� , P.O.Box 1179 * 53095 Main Rd 01y,�i�l �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43766 Date: 1/14/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 755 Moores Ln N,Greenport SCTM#: 473889 Sec/Block/Lot: 33.-2-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/12/2021 pursuant to which Building Permit No. 45861 dated 3/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered porch repair and rear deck to existing single-family dwelling as applied for. The certificate is issued to McKeon Family Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-2020 1/12/2022 ELECTRICAL CERTIFICATE NO. 45861 2/7/2022 PLUMBERS CERTIFICATION DATED 5/26/2022 Pat Miceli ut or'ze Signature TOWN OF SOUTHOLD �o�suFFotK°oa y BUILDING DEPARTMENT C, 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 #: 45861 Date: 3/1/2021 Permission is hereby granted to: McKeon, Kevin 755 Moores Ln N Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 755 Moores Ln N, Greenport SCTM #473889 Sec/Block/Lot# 33.-2-35 Pursuant to application dated 2/12/2021 and approved by the Building Inspector. To expire on 8/31/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $923.20 CO-ADDITION TO DWELLING $50.00 Total: $973.20 Building ector OF SOUlyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(c)-town.southold.ny.us Southold,NY 11971-0959 D�yCOUN'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kevin McKeon Address: 755 Moores Ln N city:Greenport st: NY zip: 11944 Building Permit#: 45861 Section: 33 Block: 2 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Sky Electric License No: 5164ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage Counts Service 1 ph Heat Duplec Recpt 53 Ceiling Fixtures 16 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 13 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixtures 48 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 61 4'LED Exit Fixtures 11 Pump El Other Equipment: Fridge, Oven, DW, W/D, Seltzer Maker, Hood, 12' Track Lighting Notes: Whole House Renovation Inspector Signature: Date: February 7, 2022 S.Devlin-Cert Electrical Compliance Form OF S�U Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Y Date: �Z Building Permit No._ L4 1 9) (o I Owner' (Please print) Plumber: ,�e (Please print) ' I certify that the solder used in the water supply system contains Iess than 2/10 of M lead. • f (Plumbers Signature) Sworn to before me this It day of 0� LAURIE E. STRAND Gf� NOTARY PUBLIC, STATE OF NEW-.YORK NO. 5000488 QUALIFIED IN NASSAU COUNTY_, C COMMISSION EX�jRES 8/17/20�� Notary Public, J County ho��,oF soulyo6 # TOWN OF SOUTHO.L-D BUILDING DEPT. �IOU 765-1802 INSPEC ION [ FOUNDATION 1ST [ ROUGH PLBG. [ ] -OUNDATION'2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: wdWAA :i ct� r� o (G UVB &4voovJ-Z Q� uvm I DATE INSPECTOR pFSOGIy°� �j �p t / j575 /11 co QLiv Alf # # .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [: ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: move mpcy (- _ fiU f-/ lcki DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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 2 '7i INSPECTOR oe souTyo TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING jZFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ],-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O n + • REMARKS: 1�� bi�v C,- Vu DATE Ijq1foz_z__ INSPECTO : d r11 _ •J A l _ 3 ix. P r i � J 11. - ...................... s s - 4 ,a 1;344e k,is, a! 4. t f ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 6 JUN 2022 3D BUiwmv utr-1. TOWN OF SOUTHOLD i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) r. ------------------------------------ 'FOUNDATION(2ND) . ( 11 WIN" z nbroo, rho ROUGH FRAMING& Q y PLUMBING 1 � vl INSULATION PER N.Y. H STATE ENERGY CODE T al lIrew✓ FINAL ADDITIONAL CONT NTS op RD(i 2 5 O .3 Z b 1 H Q1 � H Y.' •.:2tG t, Q�oS�FFot��oG..} TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a 3 Telephone(631) 765-1802 Fax(631)765-9502,'igps:l/w-ww.souli-Ioidtvvvluly Date Received APPLICATION FOR BUILDING PE la'IT Office Use Only 1 y For OX11 , PERMIT NO. H59 Building Inspector: FEB 1 2 2021 1 Applications and forms-must be filled out in their entiretY.'Incomplete applications will not be accepted. Where the Applicant,is not the owner;an Owner's Authorization form(Page 2)shall be'completed.. Date: �L/o- �)o OWNER(S)OF PROPERTY: Name: Ke—VIASCTM#1000- 35 a Project Address:;�_ �; ' xo:54ve, l *rewp lu�l 6 L Phone#: Emai ? il: 1/4 �J.j . Mailing Address: '" d�vZ_ Ll CONTACT PERSON:' Name: Mailing Address: Phone#: `7 351_. i(3 3 C7`J Email:b �'�' ��7L0�� ) DESIGN PROFESSIONAL INFORMATION: / Name: / �y Mailing Address: -t; �.�� 1047 L C7777 Phone#: Email: CONTRACTOR INFORMATION: Name: -A % aOG 1✓,1 (�'J(J. Mailing Address: (17fo p� /�3G/ Phone#: 011,a/ .13L ' 5 ✓ Fa J. Email: G� Ut,"4S r elolfft DESCRIPTION OF PROPOSED CONSTRUCTION.. ❑New Structure ❑Addition NAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $�0, ®� � Will the lot be re-graded? ❑Yes I(No Will excess fill be removed from premises? ❑Yes VNO I PROPERTY INFORMATION ,.. , a Existing use of property: ,ry intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �... `�� ❑ this property? ❑Yes No IF YES, PROVIDE A COPY. Check'BOX After Reading The owner/contractor/deslgn'professional is responsible for all drainage and storm water issues as'provided by chapter 236 of the Town Coder APPLICATION IS HEREBY MADE to the'Building Department for theissuance of a Building Permit pursuantto the'Building;Zone Ordinance of the Town of Southold,Suffolk,County;Neia:York and.other applicable Laws,Ordinances'or Regulations,for the construction.of buildings, additions,:elterations,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 admitauthorized uispectors on premises and inbuilding(s)for necessary inspections.False statements made herein are punishable as a class A;misdemeanor pursuant to Section,210.45_of.the.New York State Penal Law.;, Application SubmittedBy( int nam ❑Authorized Agent [Owner Signature of Applicant: Date: STATE OF NEW YORK) ///� COUNTY OFl(S 1/b/L4 �/ 11. helms duly sworn]de- seo and say that(s)he is the applicant I'll (Na a of individual signing contract)above named, (S)he is the �Wti r✓r (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public KAREN ROTAN NOTARY PUBLIC STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION SUFFOLK COUNTY (Where the applicant is not the owne COMM,EXP_ LIC. # 1 906z1a Z I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. owner}S�Igi�atUrc DaiO Print Owner's Name 2 n 7V7 Pi's• MAY 1 2 2021 -BUILDING DEPARTMENT- Electrical Inspector C"Amiek TOWN OF SOUTHOLD < ? ,nw.DE,F. Town Hall Annex - 54375 Main Road - PO Box 1179 _ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: L Name: , ��,., !�.-� e / License No.: email: A te Phone No: 9 33 a,;, 6'8 ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: 4 r �i� <_ /yz Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: YES ❑NO [Rough In ❑Final Do you need a Temp Certificate?: ❑YES 0 O Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631)'765-1802 - FAX (631) 765-9502 rogcrr southoldtownny.gov – seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIO (AII Information Required) Date: Company Name: Electrician's Name: License No,: lec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: 01— email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service*Size1-11Ph F–]3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood ReconnectOService ReconnectQUnderground QOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: s Switches C { Outlets � • --1!�l � t 4 Vf� �z GFI's Surface G SconcesLvb H H's 1 ' l UC Lts Fans : -Fridge Exhaust Oven ./ W D Smokes cc DW Mini. Carbon Micro_ Combo: �. Cooktop. _.... .. Transfer AC. AH Hood Service .. . U d Have se . _ . .. .. . . Amps ' Special: d: - Comments: JAC/— / u SEP 2 2 2021 L" —Fh2s�e awe —Wie v-oevised��d�GD�:��. drovi-vior, jrane, r�.oUc�o`k a+ 15 S (vlOU�re`s Lvi �1.� C�✓�eeyt�6 v� —' �e f i�`� v-2vta vue . 6uk on 4,kt 6utsc � iNifk `qcc rla,� 1�1S�e.r�f161n "art-��xt55� �C/k Ivy -,kc ,mbcx 2-019 lou vvL� Vve. de-5 -�--�e� -�'o J,�- �Cxv�n C�a�be�s 4ovio av�u I. . . . ,T �' i�r,��f� was c,6V -�-a cmvlt'aCt ller Lewj ne�� , w wLcL& 44 ckaLn F.,v- -Pcs�r 35� • Z pf SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT April, 27, 2022 TOWN OF SOUTHOLD McKeon, Kevin 755 Moores Ln N Greenport, NY 11944 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit 4�r- Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45861-Z Alteration/Additions HOUSE slate or other Cast Iron F.F. EL. 28.3' stoppe sever Locking Cover SCDHS REF# R-20-2020 SURVEY OF PROPERT Y stopper end plug FINISHED GRADE EL. 23.0' FINISHED GRADE /EL.2,3.0' EL.22.0' I-E. o 22.°' masonary chimney A T GREENPORT 6-MIN. 2.0' 12" • ��Po TOWN OF SO UTHOLD clean out I.E. -JL " 18. IE No SUFFOLK COUNTY 21.7' s" m P O 1/4" per foot min. pitc 2 8 21.2'1�8'per toot min 21 I.E. es m a G � min. 4' dia. pipe pitch min. 4'dia. pipe m m a V� N. Y. class 2400 pipe or equal 4'#' class 2400 pipe or equal / m m a ./000_n3_D2_A5 min. e 0® � ® ® m m a 3' MIN 1 tJ J 3' MIN a 0 25 03 m m m a CDLLAR SCALE 1'=30 0 0 0 e7 m m m A DWELLING 1500 GAL PRECAST COLLAR m m m 9 o m m m a PUBLIC WATER SEPTIC TANK2920 0 2n O en m m 60 SEPTEMBER 17, 2020 m0mmemmmm 5' LIQUID DEPTH s m 0 m M e m m ea si JANUARY 5 ( ) a 0 m Gn o m m em m m 2021 UTILITIES m0m0, ommmm 00m � ® mmmm mmmenoenmma SEPTIC SYSTEM DETAIL 0 0 m o m m m m % 8'0 9 [2] LEACHING POOL r \ SLATE OR OTHER -STOPPER END (80 x 8' DEEP) \ SUITABL COVER OR PLUG GROUND WATER SAND SW \ 8'0 LU \ \ SEWER PIPE \ 1 DIG DOWN 8-0 TO SAND (SP) SAND II 30 ELBOW REMOVE MATERIAL AND SW V: BACKFILL WITH SAND (SW) . 1 . 1 (SAND SP) I 60' WYE I SEPTIC SYSTEM DETAIL I CLEAN OUT DETAIL NTS ti LOT 94 I GAS IN STREET NOTE. VACANT I EL 20.9' NO EXISTING OR PROPOSED DRYWELLS SCTM# 1000-33-2-34 FEN END' I DWELLING 0.2'N GPS OH PUBLIC WATER 0+ FNo SCTM# 1000-33-2-41 METER WAR N O POLE a O FEN.INTERSECTION BB �� 0. 0.1'S CEO E� �p(ER APRON EX\5�\NO GJ�� O G C / s % N LOT 85 g•OZ 100 X rA � GRAVELO� 00 GJR� PROPOSED SEPTIC SYSTEM DWELLING N6 �N°� aw AC Nlrs DRIVEWAY �� PUBLIC WATER .IF 000EN GAS coLP o (5 c BEDROOMS) SCTM# 1000-33-2-15 METER 263 ��ti o _ T o 1� r EL=22.7' '-DEI EOR. Nw M bp" z at 1-1500 GAL. 8'0 X 5 DEEP i O.L. N—S 2-80 X 8' DEEP LEACHING POOL -A,LP DON CP ER -A,SCDHD REQUI MENTS � 0a �J N WALK EXIST. CP TO BE O + (a REMOVED PER SCDH '0 y N00 N R/0 REQUIREMENTS , Q. 13, TEST HOLE DATA CONC. ��• BBCURB BB PORCH APRON v CHIM. t�• ` \� BH CURB MCDONALD GEOSCIENCE 5 29 e i FEN.EN 8/14/2020 > TH EL=21.4 1.7'E EL 20.4' EL. 222' DECK 5 g.2 EL-22.2' \��N DARK BROWN LOAM OL a o 6y TIMBER.END 1, 2 AC j SP t`Me�R iOG� 0.3'E �0 BROWN SILT ML FEN END LOT 93 2.0'N END LATTICE CE F�Np2 0.9'N DWELLING BROWN CLAYEY LOT 86 O �� LIN PUBLIC WATER 10.E GRAVEL SC SAND WITH `N DWELLING 602�0 SCTM# 1000-33-2-40 PUBLIC WATER PK FND. EL=21.4' LATTICE4 END 5 9.0 SCTM# 1000-33-2-14 0AS FEN.EN 1.2'N ' O 0.4'S FEN.COR. 'S T � BROWN FINE TO COARSE SAND O 0.5'E 1.1TIMBER ENDO. WITH 10X GRAVEL SW Q 1.6'N LOT 92 DWELLING 17' PUBLIC WATER NO WATER ENCOUNTERED 2� SCTM# 1000-33-2-36 ELEVA71ONS REFERENCED TO NA VD 88 X50' ALL PROPER77ES WITHIN 150' ON PUBLIC WATER DWELLING PUBLIC WATER KEY O. SCTM# 1000-33-2-39 = REBAR ® = WELL LOT 87 ® = STAKE DWELLING = TEST HOLE PUBLIC WATER DWELLING ® _ SCTM# 1000-33-2-13 PUBLIC WATER— PIPE SCTM# 1000-33-2-37 = MONUMENT �0�OF NS p!,r o = WETLAND FLAG �' , Ei ©^_ c-CL = U77LITY POLE ��' . LOT #s REFER TO "MAP OF EASTERN SHORES AT GREENPORT, },..;t R1 .:_ ..� SECTION 2" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE AS FILE NO. 4426 4 i T #s REFER TO "MAP OF EASTERN SHORES AT GREENPORT, �'0 E . OFFICE ON 09/27/65, AS FILE N0. 4475 SECTION 3" FILED IN THE SUFFOLK COUNTY CLERKS AREA= 16,500 SQ FT. S. LIC. N0. 49618 PECONIC SURVEYORS, P.C. OF ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE (631) IC SUR 20 FAX (631) 765-1797 EDUCA71ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CER77RCA77ONS HEREON ARE VAUD FOR THIS P.O. BOX 909 MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE TRAVELER STREET RTA SIGNATURE APPEARS HEREON. 1230 1230 T A N.Y. 11971 97-25o 4 SCDHS REF# R-20-2020 SURVEY OF PROPERTY A T GREENPORT ONo 'ON _ , TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-33-02-35 DWELLING SCALE. 1'=30 \\ PUBLIC WATER SEPTEMBER 17, 2020 w JANUARY 5, 2021 (U77U7IES) w ' \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \\ PERMIT FOR APPROVAL OF CONSTRUCTION FORA \\ SINGLE FAMILY RESIDENCE ONLY ! t 1 DATE 21112021 _ H.S.R-F.No. R-20-2020 1t APPROVED_ t FOR MAXIMUM OF ti BEDROOMS t EXPIRES THREE YEARS OM DATE OFAPPROVAL L LOT 94 I CAS IN STREEr VACANT EL-zt.Y I (,EL 20.9' SCTM# 1000-33-2-34 FEN .END 9 DWELLING ! 0.2•N Ga OH PUBLIC WATER EXCAVATION INSPECTION REQUIRED SCTM# 1000-33-2-41 METER WATER N O FOR SANITARY SYSTEM POLE G 0 BY HEALTH DEPARTMENT FEN.INTERSECTION 88 �� O 0.1'5 ��Fes''G 1 0 APRON q e�W y0� Asa O 210p� 40A 6cj0 X 54 GRAVEL = Abandonment of the existing sanitary system must be in DRNEWAY Ac UNGS 10, 2 conformance with the Department's requirements. CMF *00d� MGA'' LP q((� mit completed farm WWM-080 as proof 5 •bj �a • S O S E FEN COR. L=24.7 0.1'E' � t'�Q O.L.N-s N CP LP DON CP ER m, ��• SCDHD REQUI ENTS ! Z N EXIST.CP TO BE - O Na W REMOVED PER SCDH '0 iC tP 0 R/0 REQUIREMENTS "I'S - O. y '� 5• N N' + PORCH CONC. ;�• BB CURB BB n ru uAPRON BB CURB' _ SCDHS REF#a-20-2020 SURVEY OF PROPERTY AT GREENPORT ^� ROPE TOWN OF SOUTHOLD N PONS SUFFOLK COUNTY N.Y. 10003-02-35 �• 6wE uNc SCALE:1'=30 5EP7EMBER n,2020 JANUARYS 2021(URFRES) �^ ' SEP77C SYSTEM OETAtt ^'^ p y; I�.•^� Slrwuc Courar DEPARTAeNr OF HwTN SErmcln s o®i 11 Pi—tjT FOR APPRE-L OF Cow--rim FOR A = GL amsm • - ,\ SINE FAMILY RESCEN ONLY—Tt - - lm + n 1 DATE m=21 H.S.R No. 11.2.Ozo APPRDvm� . FORNWIUA10t a BmRooAs "^' I EXPIRES THREE YEARS DATE OFAPPROVAL SEP77C SYSTEM DETAIL I CLEAN OUT DETAIL nn - I LOT 94 NOTE: vuwr i 4n zos' NO EXISPNG OR PROPOSED DRYWELLS 00233-2-U a lib PUB�wAlEll EICAVATIDN INSPECTION REDUIRED A60. � 3 serus loon-JJ a-N FOR SANITARY SYSTEM Pc+x BY HEALTH DEPARTMENT LOT® x W °' R� ASonaommemotue agwrpemr y.At--t n PROPOSED SEPTLc SYSTEM P>E' y 2 mnaR,•R..+en ub O•Pan.Rr•r•R�*.P,na•. (5 BEDROOMS) sea/lao W-2-10 'Ye.n '• to 0a0dn•a ram wmA asO.•w0W r-/soo DAL 8'0 X 5'DEEP a. *� 2-80 X 8'DEEP LEACHING POOL a 0 oma uo gra .. Q SLY OARIf GFOWP LOAM m �� K �6��,✓A O.S�(� 6ROM/SIIl K LOT 9J r 'o rv0I •.. ownlRlc t� o Pune MQFA "FEY MrH N LOT® o. p2�D•9 S. scm�loan JJ a-a w°I � 260 Ao' sero/1200-JJ-a-Ia - o. mm fox QM VVOTMNAs sM,D O +YP. ", LOT 92 rr !q loat� g AD arm LNa -mro "2m sclu/1000-3s 2 aLVAMYS RMEWNZ9 W ww d T . Ilt PRMtRnES prrN!ISa a!PULdlC RAfOi iV$leWAIpiWARA KEY a scruF 1�2a0 O =RES- ' ® '0fu LOT® ♦ .STAKE lr O B TEST HME ware wATOI wsucv'A�im _ • e PSE SCIYI 1000-JJ-I-IJ'. SCIY/1006.3]-a-J) ■ .MO)NMENT �NERMD FLAG 1�OP HE1Py - �tL.UMIrYPOLE 0Q T.MET?GG'GI. LoT r,',l RVUI TO'YAP OF'EWERN SNOP£3 AT 4REENP 1. * h e9 SITICE AS RIE N0.N�S,"Y =NTY ClOOIS f fi . �.. _ LOT RFFUI M MAP.OF USS sNa AT d+EDSWT. AREA=Sd500 S0.F7: ®SEOnaI J'FE®W THE SOFFOLK Ca1N1Y CIFIaIS _.N G N0.49618 CFROE W 00/aT/83•AS RLE NO NTJ PE .G - ANY ALrmArav aR AQOIr W 9AS mean IS A Rcunav a sena+uos W DE M3V roar VArE (631)76 '(63f)765-f797 M�w'AmLAW s aFn`Rr sAo M a 6�6^Rrti4°eEA+Lr r ALL�c� or W�sIER o w zaTaRFTRAV ER'sTREEr SYNAIVRE AN7A.P5 NNR6% - SOUTHOLD,N.Y.11971 37--250 SCnFtS REF#R-2o-2020 SURVEY OF PROPERTY a 23.d F�Ro rwa a, axn r a, AT GREENPORT N o Rom TOWN OF SOUTHOLD •P "' d �,�«� a PoN SUFFOLK COUNTY, N.Y. 2s -•t �" ��� -®^ s \N\�j 1000-33-02-35 DWELLING SCALE1=30 r wuW owv o e �` PUBLIC WATER rANUA�RTaWB£RD 1,(21720)U71ESJ OCTOBER 21=1(SEPVC SYSTEM AS INSTALLED) SEP77C SYSTEM DETAIL ='Qy� •o NoWmnbw 19 2021(ihd%L y) s�w s�msu am Ow.d ormT � nw Faaxa wIER T imp 1 l s[rtR Esc o0 OOvI e1 ro sx0(� � 1 evu<u�t e..rzm.r. sA 1 1 (svm Sq 1 xr Wrt 1 SEP77C SYSTEM DETAIL li CLEAN OU7 DETAIL Nrs 1 SEPTIC SYSTEM LOT 94 i us x sT� LOCATION NO NOTE: OR PROPOSED DRYWELLS SCRRy 1Yoo�-2-3a "' 20'9 DWELLING A w nrN or PUBLICw3- � SCTU/fCoo32-4f ST. 42' 50' �Sp aD N p COVER �3 LP. 56' 65' a � LOT® o310•E m 4 �,� ® No INSTALLED.SEP77C SYSTEM(.VLY 11. 2021) DWELLING G (5 BEDROOMS) SCTW/1000-33-2-15 1-1500 GAL 8'0 X 5'DEEP(TRAFFIC BEARING SLAB) 6n1'T gF,� 0 1-10'0 X 13'DEEP LEACHING POOL(TRAFFIC BEARING SLAB) --->< sly X50 -.> sd N� �; m a� soN t DATA u aum 6/11/1020 I.n EL 20.4' . G.Ts :eRy TR ELY Ko` FL 72.Y I,DARK BROIW LOAN(Y 4 a ERoNlV Sr fa °e `SO. LOT 93 u •Y To'6' INH DWELLING LOT aRorag aAHEY SAND WTN DWELLING •$' sod"i `S scruff!f000�2-a EL sc PUBLIC WATER ,• SCTY/IOOG-33-2-14 4 f iyM O pyT 119 .v¢9 A p BRORN FINE TO COARSE SAID mm fox fRAwL sTW O b°w em LOT 92 fY DWELLING NO WA7M ENCOLW7ERM PUBLIC WATER 2� SCM/1IW0-33-2-38 ELEVA17ONS REFERDILTD 7O MANG LN 1� ALL PROPOUIES WT7f0T 130'W PUBLIC WATER DWELLING PURl1C WATER KEY o. SCTU/1000 33-2-39 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVI ES O -REBAR APPROVAL OF CONSTRUCTED WORKS FOR 0 -Nal A SINGLE FAMILY RESIDENCE LOT ♦ -STAKE DWELLING ® -JEST HOLE Dale 1f122022 H.S.Ref.No. R-202020 PUBLIC WATER DWEWNG • -PIPE 9=0 1000.-33-2-13 PUBLIC WATER The sewage disposal and Water supply faWites al this location have been SCTNQ 1000-&-2-37 ■ -MONUMENT Inspected and/or certified by this Depannrenl or other agencies and found -NE7LAND RAG to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. £. �EOF tREry y ''C6-UMITY POLE ✓ e.KP 'IO. LOT REFER TO IAP OF EASTERN SHORES AT KRE DIPORT, CRAIG 1 NE PER,P.E.CHIEF SECTION 2 FRER ED IN THE SUFFOLK COUNTY CLERKS Office!of Wastewater Manag, ement OMCE AS RLE NO.4428 .l LOT O REFER 7G'UAP OF ETRE SU SNORES AT Y CU3t ORT. SECTION s FILED w THE SUFFOLK COUNTY DERxs AREA=18,600 SQ. F%: P 0 G NO 49618 FFI OCE W og/27/8a AS FILE N0.MIs ANY ALTERADON O R ADDITION TO THIS SURVEY IS A MIXARW OF SECRW 7209 W TIE ALEW MW STATE (631 AX(s31)765-1797 EIX/6VW.7ON LAEXCEPT"AS PER SCV EQN 7209-SUMWMW 2 ALL EER767GIT GINS FiEREW ARE V"FOR M P.O.`BO MAP AND coms 7/fEWmw OVLY F SART MAP OR CO'ES BEAR THE amESSED SEAL OF THE SVRw)w IWIOw ERASURE APPEARS HEREON. 1230 TRAVELER S7REEr SOUTHOLD.N.Y. 11971 F97-250 DATE(MM/DD/YYYY) ACKOf CERTIFICATE OF LIABILITY INSURANCE o2f10"f 21 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 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 CO NAMT. MICHAEL BONOCORE A. J. BORTOCORE AGENCY, INC. PHONEfAIC No dpi 234_5595 FAX No,631-234-5920 223 Wall St #148 E-MAIL onocore albonocore.coin Huntington, NY 11743" INSURERISI AFFORDING COVERAGE NAICi! INSURER A:Atlantic Casualty Ins. Co an INSURED Miceli Contracting Co, Inc INSURER B: Guard Insurance Company 47 Hill St East INSUgEgC,Continental Indemnity Company INSURER D: Wading River, NY 11792 NSURER !NSURER 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 BYPAID CLAIMS. INSR LTR TYPE OF INSURANCE INSD LlryMLIMRFRPOLICY EFF POL CY LIMITS X COMMERCIAL GENErRAL LIABILITY EACH OCCURRENCE 1,000,000 CLAIMS-MADE ■--■OCCUR $ 50,000 L146001861-4 08/21/2008/21/21 MED EXP(Anvone rson 1,000 A PERSONAL 8 ADV INJURY 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY 1:1 jE7 M LOC PRODUCTS-COMP/OP AGG $ 1,000,000 O $ AUTOMOBILE LIABILITY COMBI D I G LIMIT $ 5Orr r. 00 BODILY INJURY(Per person) $ ANYAUTO MIAU09940112/05/20 2/05/21 ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ B' AUTOS AUTOS X HIREDAUTOS $ NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB Ed CLAIMS-MADE AGGREGATE $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE 46-635462-01-04 02/23/2002/23/21 E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) 46-635462-0-1-05- 02/23/2102/23/22 E.L.DISEASE-EA EMPLOYEE , 0001 Ifpd escribeunder 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,AdditionalRernarksSchedule,may be affachediff more space is required) The Certificate Holder is Additional Insured as their interest may appear. C Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall THE EXPIRATION DATE THEREOF, NOTICE WLL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 14 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 Lp a r ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r " Suffolk Counly Dept, u" Labor, Licensing & Consumer Alla ws Ahk " i Ht�Rr1E I OWWENENT oCENSE' N 4rrw OATRCX J MICE ti ,�•�*-_.� Business Name IA, WCE 0 Ct►N T AC Tlf 4G CAWAxy *#C a C.�Durdy d sAAfa�ik l ieensa Nurv*er: N-g97_�3 F14...Vct4. issued: tTI&2012 Fxp+res: 02)II2022 STATE OF NEW YORK Wvicnr 'CONTENSA-11G.N BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name and address of Insured(Use street address only) 1 b.Business Telephone Number of Insured Miceli Contracting Co,Inc. (631)905-6310 47 Hill St East Wading River,NY 11792 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e.a Wrap-Up Policy) 1 d.Federal Employer Identification Number of Insured or Social Security Number 462725078 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Continental Indemnity Holder) 3b.Policy Number of entity listed in box"la": Town of Southold 46-635462-01-05 Town Hall' 53095 Route 25 3c. Policy effective period: PO Box 1179 02/23/21-02/23/22 Southold,NY 11971 3d. The Proprietor,Partners or Executive Officers are: X included. (Only check box if all partnerstofficers included) ❑ all excluded or certain partners/officers excluded. 3e. Demolition is: (Definition of Demolition on Reverse) ❑ included. ❑ excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers'compensation under the New York State Workers' Compensation Law.(To use this.form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE ofthe workers'Compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IFa policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from th a coverage indicated on this Certificate. ('These notices may be sent by regular mail.) Otherwise,this Certificate is valid for a maximum of one year after this form is approved by the insurance carrier or its licensed agent Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that.the named insuredhas the coverage as depicted"on this form. Approved by: Michael A Bonocore (Print name of authorized representative or licensed agent of insurance carrier) Approved by: l 02/12/2021 (Signature) (Date) Title: Treasurer Telephone Number of authorized representative or licensed agent of insurance carrier: 631- 234-5595 Please Note. Only insurance carriers and their licensed agents are authorized to issue the C-105.2,form. Insurance brokers are NOT authorized to issue it. C-105.2(12-03) Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection wizn.any work uffvoIvmgnfie.eiitpleyriieiif df empfiiyees"iii a hazardous empr6WMfif defiiieif oy#liis cnapfe%and rio"fwirlis uiclin ariy general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability,on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in 6Gfinec,-iiori wiui dii"wo—fk iiivo"lbui"'fli6 em"16i iH6iif 6f 6iii 16:ee"s iii i fiazaiwiis em"lo;ffi6 if d6fiiieii byiHis clid"fii,ii6fwir7isfiiidin"""an Y g P Ym P Y P Ym Y P g Y general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. Dermition of Demolition(Box"3e."on the reverse side of this form) A building wrecking or demolition is one where a building,chimney or steeple is razed,or where a floor,exterior wall or roofis removed Ifthe contract involves only the removal of interior walls,partitions or the facing only of any exterior wall,it is not considered demolition. Out-of-State Companies Working in NYS--NYS Workers'Compensation and Disability Benefits Requirements for Permits, Licenses or Contracts issued by NYS Government Entities Generally, employers must have a workers' compensation policy or a combination of policies that cover each state in which they employ permanent employees to cover on-the-job accidents and disabilities. As you are probably aware,certain insurance carriers write policies that cover multiple states. "Riders"found under sections 3A and 3C on the Information Page of the policy specify the states ofcoverage. In addition, the operations covered in each state are identified in attachments to the policy. In addition to any other state's workers'compensation coverages,an out-of-state employer needs to be specifically covered for NYS workers' compensation insurance when there are"sufficient contacts"between that employer and the state.While there is no single determinative factor, any of the following criteria could be the basis for finding"sufficient contacts"requiring New York coverage: ♦ a physical location within New York State; ♦ $50,000 in payroll during a calendar year in New York State; ♦ one or more employees(including subcontractors)with a primary work location or hired within New York State;or ♦ employees(including subcontractors)working in New York State for more than 90 days during a calendar year. If an out-of-state employer meets any of the above criteria,it is required to carry a New York State workers'compensation policy. When New York is listed in Item 3A on the Information Page of an employer's workers'compensation insurance policy,the employer is fully covered under the NYS Workers'Compensation Law. If insured through a private insurance carrier,the out-of-state employer must file a C-105.2-- Certificate of Workers' Compensation Insurance(the business' insurance carrier will send this form to the government entity upon request) PLEASE NOTE: The New York State Insurance Fund provides its own version ofthis form,the U-26.3.Ifthe out-of-state employer is legally, fully self-insured in New York State,the out-of-state employer must file a SI-12--Certificate of Workers'Compensation Self-Insurance(the business calls the Board's Self-Insurance Office at 518-402-0247). Ifthe out-of-state employer is participating in group self-insurance,the out- of-state employer must file a GSI-105.2--Certificate ofParticipation in Worker's Compensation Group Self-Insurance(the business'Group Self-Insurance Administrator will send this form to the government entity upon request). If an out-of-state employer does not meet any of the above criteria and has New York(NY)listed in Item 3C on the Information Page of its workers'compensation insurance policy(the Other States Insurance section),NYS specific coverage is not required and the employer maybe able to use its own state's workers' compensation coverage by filing a WC/DB-101 form. [The out-of-state employer's employees will be covered under NY benefits when working in New York by having NY listed in Item 3C on the.Information Page of the workers'compensation insurance policy(the Other States Insurance section).] C-105.2(12-03)Reverse Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. DN Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications: 12" HSS 4 x 4 xi 2��Fb= 825 psi Stainless Stee s.. Fv= 95 psi Column Fc perp= 625 psi ® E = 1,600,000 psi ON 2. All Parallam (PSL) Lumber is to have the following minimum specifications: 12"X 12"X3" Fb=2,900 psi Base Plate 2I Fv= 290 psi 5"0 Simpson TITEN Fc perp= 750 psi E =2,000,000 psi Anchor Bolts Exi in-- (3) x 10 4,000 PSI Non 3. 3.All Microllam (LVL) Lumber is to have the following minimum specifications: -- -- -- Shrink Grout 4"Steel Base Plate 2Fb=2,600 psi Pedestal L J Fv= 285 psi LL Fc perp= 750 psi UP � N UO �` _"• ° E = 1,900,000 psi N O Existing Fce g �'Ivo Size Unknow Mn N 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. r X r L1J N - W New S'x5'x12" Fb= 975 psi New 2'-6"x /w No.5 Rebar See Drawing Fv= 90 psi 2'-6"x 12" 13"OC EM g 3' a„ ., Existing 3 2'Y11 Steel Colum Fc perp=660 psi 10'-5 11 g 101fi E = 1,700,000 psi Isolated Footin Detail f -1 D 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in 1 HSS 5 x 5 I .� „_ accordance with the manufacturer's specifications. 1 2 , U_ Scale: 1 1-0 P Istih9 ( ) 2x10 r - -1 r - -1 ao , -- - -i- �-•'--e--}-—-- - -e- -- --—•f- 0--�---- ----�- -}N-0 -- -- 6. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include J� L- L I J L J L J m;o squash blocking and web stiffeners at bearing points on girders and other load bearing areas. x HSS5x5x2 co _ _ J 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated 00 x Existing Footings w 2" connectors, strap etc. on these drawings are made b Simpson unless indicated otherwise.All X N Existing Foolir s 1 P 9 Y `" S3 x 4 x 1- Size Unknown HSS 5 X 5 X 2 connectors straps HSS 4 x 4 x 2 N v 2 Size Unk n ps etc. are to be nailed/bolted in accordance with the manufacturers specifications. c I 8. All floor sheathing is to be 23/2 inch AC type plywood, tongue and groove,with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor joists (6"O.C. edges and 12 " X W � O.C. field ). New3'x3'x12" I I 14 "X14"X4" _ iv 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d e/w14"OC E/W I I Base Plate 14" common nails 6"O.C. edges and 12"O.C. field. 5"0 Simpson TITEN Anchor Bolts 10. Solid blocking is to be installed every 8' max or mid span,of all floor joists with spans exceeding 8'. 4,000 PSI Non 11. Double joists are to be installed below parallel walls. 2"Steel Base Plate 2�� Shrink Grout Pedestal 12. Blocking is to be installed at all point load bearing points. 1st Floor -ramin ,.: _.`or 13. Walls are to be framed with 2x6 inch studs spaced 16 inches O a e •e� ° 'q� P C unless indicated otherwise. HSS 5 X 5 X! 14. All bolts nuts and washers are to be hot dipped galvanized. - � °a ° � ° /16 HSS4 X4 X2 a ° ° Steel " /16 ° ° ° < 1. All steel is to be ASTM Specification A-992-50 See Plans $'0 Simpson TITEN 3/4 Steel Base Plate ( 319 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification Anchor Bolts s"0 Simpson 3/4"Steel Base Plate4 ASTM A123 TITEN Anchor Bolts No. 5 Rebar 3. All bolted connections are to be made with A-325 bolts. fo Column and Footin Details 4. Square/rectangular and circular columns are to be ASTM Specification A500. it i i C Scale: 1"= 1'-0" 5. All welded connections are to be done by a certified welder and conform to AWS and AISC \-EXISTING i i 2 FOUNDATION 301 13" i i standards. NOT IN SCOPE OF 13" WORK _Ell 6. All weld joints are to use E70XX electrodes. ® -in- �- O 7. Steel is to be prime coated. 1 2 2" 2-1- 2„ 8. Y"web stiffeners are to be installed at all point load bearing points and over all column supports. 9. All columns are to be bolted to steel girders with Y"bolts and to wood girders with Y"lag bolts. Base Plate Details E Scale: 1"= 1'-0" 10. All girder splices are to be made above columns. $'O Bolt 5" Lag Bolt 12" 5/16" Design Loads: 1 21 Roof&Attic-Live Load-20 psf - Dead Load- 15 psf 12 - - - - - - - X15- 1 '- — o ' 6„ ' S1„ 1 st&2nd - Live Load-40 psf Ti L 2 _ - Dead Load- 15 psf 2" -Wind Loads- 135 mph-ASCE-7 ,. MWFRS - Method 2 HSS 4 x 4 x 1 3" 2 xisting (3) 2 x 10 5/16" Design Criteria- * NYS Residential Code R301.2.1.1 and utilized the methods HSS 5 x 5 x z and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the 2001 American Forest and Paper Association Wood Frame Construction Manual (2001 WFCM)for One and Two Family Dwelling Units " •,, 'L�FESSI11 All O •.,A-1.=.,. '`,.a:r'i,i`..e i[. ^.li:!.•" wt�.t� .�dt1?::Y'0..1..5+:>Si''.ri i[. •L. Si.�• iJTf and ASCE 7. :.fYl 1•.T�...:N.^+•• yi.i•,a••M1� .a:ai. :.i/Vl t:•Y.....%..�+• L'.✓yai: -.:0.. Column and Beam Connection Details B Scale: 1"= 1'-0" FScale: =1'-0� JCondon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education McKeon Residence • Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed C o 10'1 n and Bea m Con n e ct oo n D eta i I s Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn b JCC 1755 Sigsbee Road 755 Moore's Lane Athe seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or y Scale. = 1 -0 Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Mattituck, New York 11952 G ireen port, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Date : 11-16-2020 New 170 Sonotube New 12"0 Sonotu e 36" De 36" D DR I 1 x 6 MCQ FJ 1 16"OC /r Existin 1 UCS L-J-� UCS 1 g g g Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) co co co co X x x Number of Number of N N N N EXIST. (2) 2 x 8 Hdr Joint Description Common Nails Box Nails CV v v v I (2)2 x 8 Hdr FIREPLACE ROOF NAILING Nail S acin I I �I a Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter N Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjoist 1 I 1 t x N Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap =x Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 1 1 I w W Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d eiach end LI NG Rim Board to Rafter End Nailed 2-16d 3-16d each end = 3.5 x 11.25 PSL Hdr RO DM (3) 1.75 x 11.875 LVL e/w (2 0.5 FP WALL FRAMING CD Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot X To Plates at Intersections Face•nailed N UP P ( ) 4-16d 5-16d joists-each side Stud oStud ( e ) 2-16d 2-16d 24" o.c. i Header t Header(Facienailed) 16d 16d 16"o.c.along edges o` U_ ,° Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud DINING $ FAMILY ROOM N ROOM v o a' c o c rn ILL Bottom Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per ffoot LU FLOOR FRAMING N N Joist to Sill,To Plate or Girder Toe-nailed X c P ( ) 4-8d 4-10d perrjoist N Bridging to Joist(Toe-nailed) 2-8d 2-10d each end LU W 12 x 252 Flush Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 5.25 .5 PSL Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 2 Joist on Ledger to Beam(Toe-nailed) N 3-8d 3-10d per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist x 40 0 HSS 5 x 5 2 HSS 5 x 5 x 21"1Z N Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot ROOF SHEATHING N 4x2 Structural Panels(See Notes 4,5 and 6) SS4x4x2 Interior Zone 8d 10d 6"edge/12w field R KITCHEN 0 o Perimeter Edge Zone 8d 10d 6"edge/6"field U- Gable End Rake with up to 1'Rale Overhang 8d 10d 6"edge/6"field C: C*4 CEILING SHEATHING rn Gypsum Wallboard 5d coolers 5d coolers 7"edge/10'field e OFFICE —1 I w WALL SHEATHING MUDROOM 115 LJ Structural Panels See Notes 1 2,and 3 (2) 2 x 8 H r ( ) 8d 10d 6"edge/12"field Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field DN FLOOR SHEATHING Structural Panels NEW 8 (2)2 x 8 Hdr (2)2 x 8 Hdr (2) 2 x 8 Hdr " e�' X 8 �' 1"or less 8d 10d 6ed�g /12"field PT'D WOOD POSTS TO REPLACE (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shalll EXIST. TYP. 2nd Floor Framing be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edgle to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shalll be used to maintain load path. w (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4) For roof sheathing within 4 feel of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters in total). (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. XISTING SPACE impson HUS 28 NOT IN SCOPE OF WORK W 12 x 252 Flush a Steel-Beam Details Scale. 1 - 1-0 �:`' ��^• dQ, ` 0516 �! " Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4"= 1'-0" Condon Engineering, 1 ■C■ A Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed McKeon eon Res dence Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 755 Moore's Lane the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by : JJC Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck, New York 11952 Greenport, New York signature and the date of such alterations,and a specific description ofthe alteration. (631) 298-1986 Date : 11-16-2020 DN 3"No.8 Screws 12"OC Framing (2) 2 x 8 Hdr (2)2 x 8 Hdr SIMPSON SPH4 STRAP % /. 0Washer SIMPSON LSTA9 N (Typ.) STRAP (2)2 x 8 Hdr (2) 2 x 8 Hdr j jj y2" 2 2 x 8 Hdr ,.. MAIN R❑❑M PLYWOOD Glass H xTypical Window and Door W ATH Plastic-Coated Permanent Header Strapping Detail Wood Screw Anchors — BATH 2 Glass Each Corner LL Yz"Plywood NTS BEDR❑❑M 1 QFraming j LL O " w oad Bearing Wall phi nLL Washer (TYp-) 3, No.8 2)2x8� Hr (2) 2x8Hdr (2)2x8Hdr (2)2x8Hdr 00 crews 2 OC 04 x Detail A-Typical Attachment of Plywood Openings N Protection to Wood-Frame Building Note: In Lieu of Screws,Lugs with Nuts and Washers May be Used Light SKSPAC XISTING SKYLIGHTS Wood-Frame Wall BEDROOM 3 ' (2)2 x 8 Hdr (2) 2 x 8 Hdr (2)2 x 8 Hdr BEDROOM v� W X X w � LAQ1QRY Attic Floor Framing (2) 2 x 8 Hdr (2) 2 x 8 Hdr (2) 2 x 8 Hdr See Detail A Plywood Openings Protection; Thickness Depends on Window Opening Width(1) Alternate to 135 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings i i N ao = Plans are prepared by Condon Engineering,P.C. It is a violation of the New YaScale: 1/4" 1'-0° Condon Engineering, P.C. McKeon Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing Drawn by : JJC 1755 Sigsbee Road 755 Moore's Lane the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ed by'followed by his/her Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'After Greenport, New York signature and the date of such alterations,and a specific description of the alteration. Date : 10-5-2020 (631) 298-1986 p t i t 1 1.All work shall conform tic) the requirements of the Residential Code of NY State, County and Town regulations, utility company requirements and best trade practices. 2.Before commencing work, the Contractor shall file all documents required by the Building Inlet Pond Road Department, pay all fees required by local agencies and obtain all required permits. P OVED AS NOTED DATE: 3.The Contractor shall visit the site and verify all dimensions and the existing conditions m ckeo n residence � B.P.# affecting the work prior to construction. Any discrepancies which would interfere with the 4(jL satisfactory completion of the work described herein shall be reported to the designer/architect FEE: BY: 755 moo re's lane n o rt h NOTIFY BUILDING DEPARTMENT A or property owner. Until such conditions have been examined and a course of action mutually 765-1802 8 AM TO a PM FOR THE agreed up, no further work may occur. specifications of the desi ner/architect and FOLLOWING INSPECTIONS: greenport new York 4. All work is to conform to the drawings and spec g I. FOUNDATION • TWO REQUIRED engineer consultants. Survey of Lot 93 FOR POURED CONCRETE 5. The Contractor is to maintain a complete and upt to date set of construction plans on the 2. ROUGH - FRAMING & PLUMBING 3. INSULATION job site at all times. SItUCIte at � 4 BE FINAL - CONSTRUCTION MUST 6. The drawings are not to be scaled under any circumstances. 7.It shall be the Contractor's responsibility to ascertain all prevailing procedures including COMPLETE FOR C.O. p y Greenport �� ALL CONSTRUCTION SHALL MEET T E EXISTING: storage and toilet facilities, protection of existing work to remain, access to work area, hours of REQUIREMENTS OFTHEO W SINGLE FAMILY RESIDENCE YORK STATE. NOT RESPONSIBLE permitted work, availability of water and electric power and all other conditions and restrictions Town of Southold ONSSIBLEIBLE FOR R o execute the work in a careful and order) manner with the DESIGN OR CONSTRUCTION ERRORS. SCTM# 1000-33-02-35 for this particular location in order t Y COMPLY WITH ALL CODES OF ZONE R-40 least possible disturbance to the public. Suffolk County, New York NEW YORK STATE & TOWN CODES 8. The Contractor shall make all necessary arrangements to utilities and services temporarily 40 ACRES disconnected while perfoming the work as required. District 1000 Section 33 Block 2 Lot 35 CONDITIONS 'F INTERIOR: AS REQUIRED AND 9. The Contractor shall provide all dimensions and cut-outs for other trades. LU 10WWZ9A— 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to t,, A .D ALTERATION OF EXISTING SPACE. ' {�1S �OG$1�Jt�fi6�G"�t �� BASEMENT- removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who Q� NYS DE" INSTALL POSTS AND FOOTINGS PER STRUCTURAL shall arrange for and aobtain all required inspections. The General Contractor shall be L0� PLANS responsible for scheduling all other inspections as required. Qo\e FIRST FLOOR- 12. The Contractor is solely responsible for construction safety and shall hold the o REMOVE LOAD BEARING WALL AND REPLACE WITH designer/owner and architect harmless from litigation arising out of the Contractor's failure to �� STRUCTURAL BEAM AND POSTS co provide construction safety means and methods. OCCUPANCY OR CONVERT EXISTING BEDROOMS INTO FAMILY 13. During the duration cif the COVID pandemic, Contractor must follow all the guidelines as to ° �e� ROOM MUD ROOM AND POWDER ROOM. provide for a safe workplace as per the NY State Health Department. The Contractor must o� a5 + ,��''� °��o e�°� r' <USE IS UNLAWFUL ' adhere to the INTERIM GUIDANCE FOR CONSTRUCTION ACTIVITIES �' �j�Q� a�\� " ITHOUT CERTIF{CA E �o OND FLOOR- (0 0 `�S ► ERT STUDIO INTO 4 BEDROOMS AND 2 BATHS DURING THE COVID-19 PUBLIC HEALTH EMERGENCY (or the most recent official w° v� o guidelines set forth by the NY State Health Department). The Affirmation for the Guidelines o `•'', P�� OQ v` N �'- OCCUPANCY � EXTERIOR: w �� %S REPLACE AND INSTALL WINDOWS AND DOORS must be signed by the Contractor. x o� \ S b\esto�e �^ PLU.". 3ERCERT! iTi0V REPLACE FINISH DECKING AND RENOVATE �e�ce N cob abs o O,V LEAD CONTENT wB17-FnE?47,Ce p 1 E cu CERTIFICATE OF QCGEXISTING DECK. �1��.n F r ADD STEPS @ IREAR ELEVATION SOLDER USED IN WA GENERAL NOTES o \ Steps a walk S YSYSTEM P,!/y � NEW PORCH TO REPLACE EXIST. EXCEED 2110 OF 1% LEAD, DRAWING LIST. o -o \ �Q� 9 �� CID 0 p°�cb � `A�, LU B sf NG WAST`E � " SITEPLAN PLUMBING RISER &WATER LINES NEED,',° DIAGRAM,GENERAL NOTES o Z o ice 0 T "�`r r(VG$EFOF3E COV.ERINt r ; o\ �? �� �e�ce A100 �ooa _ 1ST FLR. PROPOSED PLAN, 1ST FLR. EXIST./DEMO t1tC1114"I CAL PLAN, BASEMENT PLAN 9HsPECTION M1 Oul"M5 A101 bG \ ° PROPOSED o 2ND FLR. PROPOSED PLAN, 2ND FLR. EXIST/DEMO vo o\ EXIST TO BE �, 5N'�V o' o Q� 1� PLAN, ROOF PLAN RENOVATED& l A200 \ W/NEW STEPS w°\\ end w°od ,�erce e Ce�p���°°� EAST & WEST ELEVATIONS A201 NORTH SOUTH ELEVATIONS 1 STRUCTRA DRAWIN S- S S-2 STRUCTURAL DRAWINGS w`Ce S-3 STRUCTURAL DRAWINGS x BUILDING DEPT. SUBMITTAL 1 SITE PLAN N.T.S STRUCTURAL ENGINEER: CONDON ENGINEERING SUPPLY WASTENFNT 1755 Sigsbee Road, Mattituck, NY 11952 ROOF ROOF 3,. 2" STEPHANIE KIM DESIGN 2" SHWR SHWR SHWR 92 st.marks avenue LAV 1.5 1.5" 1.5' 2" 2- 1.5" brooklyn new york 11217 1.5" ' WC ' LAV ' ' LAV LAV 2 LAV LAV 2" stkimdesign@gmail.com WASHR i I I I WC TUB 1 I I I I i t I . www.STK-D.com I 1 I I I I I FD WSHR FD SH R UB WC WC 5 TU - ---- ------ ------- --------- ----1- ---- --�---� I 2ND FL. i 2ND FL. I 2" revisionso date... 2821I I . I I LAV I AV I I WC j 1v I I 2.. I I We notes: -------------------------------- 1 ST FL. i 1ST FL. I�--r-----------J :: a � sheet title: 2" FEB 1 2 � 1 SITE PLAN, PLUMBING RISER DIAGRAM 4" - "W GENERAL NOTES P M F FROM STREET SEPTIC �• �•vf, ' SYSTEM ' � BSMT BSMT >To C'" { , L FIrzJJ / INSTALL SHUT OFF VALVES AS REQUIRED BY PLUMBING CODE OF NY STATE (IPC)( ) INSTALL CLEANOUTS AS REQUIRED BY PLUMBING CODE OF NY STATE (IPC) Ca ��'E,SS10ca�-•� AOOO 2 PLUMBING RISER DIAGRAM N.T.S. mckeon residence 755 moore's lane north greenport new yyork 3'-10" -REMOVE EXISTING / I OPEN UP WALL C / WOOD DECKING J I FOR NEW WINDOWS \ / BOARDS AND STEPS. I ` FOUNDATION AND 1 \� GIRD S TO REMAIN 0'10 6'_10 1 ___ Exlsi. NLARGE ENLARG — REMOVE EXIST. FlREPLACE SLIDING DOORS OP'NING I OP'NING FORNEW II FORNEW ENLARGE OPN'G I � �INDOWIJ I I I WINDOW EMOVE EXIST WINDOW&WALL TO INSTALL DEM -- _ NEW SLIDING DOORS. FOR NEWENING •---- --FORNEWWINDOW. �---�-- =E=3= --- UP I I II BATH I I I REMOVE EXIST.BATHS � I I LIVING DINING ( I ROOM I Ll ROOM 1 1 CLNG HT 8'-0" I _ ___ _ I BEDROOM ' CLNG HT 8'-0' 1 1 I (�( ))(�'��I CLNG HT 8'-0" ' I I REMOVE EXIST. I I LJI I -REMOVE EXIST 1 1 WALL&OPENIN (I I I I EMOVE II BATH I APPROX LOCATIO WINDOWS EX SOTWG 1 I EVE XIST. I I I r� OF CENTERLINE OF I� (2)2X4 POSTS 1 1 MILLWORK i; O i' \` GIRDER BELOW. Ii AND WALL -- DEMO OPENING ____ —"r--- —1_---- — FORNEWWINDOW _ _ _ —__---_ _____ , � —� i N REMOVE U9=ORN--i EXIST.TILE FLOOR@ C _________________� REMOVE WINDOW EXIST i REMOVE EXIST. REMOVE PART FOYER J TILE FLRNG KITCHEN OF WALL R @KITCHEN CLNG_HT 8'-0' TO MOVEOPN'G- II " SEE FIRST FLR FOYERa PLN. ;'GHT \\ "' j 15'-4" __________________ I o I I I 2 CLNG BEDROOM CLNG HTB BEDROOM I 0„ REMOVE EXIST. ]]ENLARG DEMO OPENIN I I NLARGE ' ENTRY DOOR AND 0OR I G FOR NEW I I OP'NING ENLARGE OPN'G FOR FOR NEW WINDOW. I FOR NEW NEW D OR WINDOW-- _ II WINDOW DN REMOVE IPE(MAHOG. EXIST.POST ———— =T0 BE REMOVED STEPS KITCHEN: REMOVE ONLY EXIST. COUNTERTOPS BACKSPLASHES, CABINET DOORS,WALL OVEN, EPLACE EXIST. SINK&FAUCETS WOOD DECKING BOARDS WITH NEW IPE BOARDS. XISTING SPACE 3'-10" NOT IN SCOPE OF WORK REUSE EXIST. FOUNDATIONS&GIRDERS. ELDH 4272 EXIST. ELDH 4272 SEE STRUCTURAL NEW FIREPLACE NEW DWGS. � T $, N EW IPE(MAHOG.) N STEPS -4" o z = w N ELDH 4272 DIN QN NEW N ELSPD8070 ELSPD16070 ,. EXIST.STAIR I I N NEW DOORS TO REPLACE EXIST. I NEW DOORS = w SEE STRUCTURAL DWGS. 16'-10 SEE STRUCTURAL DWGS. OZ UP I 16 w I LIVING r>ilt 21'-8" I 10'-10" I AREA z I I CLNG HT 8'-0" 2 EXISTING/DEMO FIRST FLOOR PLAN 1/8"=11-011 BREAKFASTi ,�� FAMILY ROOM/ A201 ROOM 71 7 1 1 EXIST.WD FLR DINING AREA NEW POSTS,TYP. CLNG HT 8'-0" 1 PAINT WITH DECK CLNG HT 8'-0" SEE STRUCTURAL DWG 1 PAINT THROUGHOUT ` 1 I CENTERLINE OF NEW I 1 BEAM TO REPLACE 1 1 i 1 EXIST. BEARING WALLS -22"VIF 1 1 11 112 '-1" 2'-8" SEE STRUCTURAL DWG EXIST. i i EXIST. 22'-5" FLRNG 1 FLRNG ___ __________ __________ ___- _ ___________________ _�_ _ Q� ---- _ __________________________________________________ ___ __ BUILDING DEPT. cc 3' (0 DN NEW NEW o N C14co w FLRNG � FLRNG v w CL. �� SUBMITTAL EW WOOD STEPS: o Z FOYER z N w CLNG HT N MARINE PAINTEDINSTALL NEW CABINET 8'-0" iv I DOORS EW HOOD @ 30" STRUCTURAL ENGINEER: XIST.DECK 1 NEW -INSTALL NEW FLOORING& ABOVE EXIST 3'-10 FLRNG R NEW COUNTERTOPS& RANGE (0 NEWS EXIST. i0 CONDON ENGINEERING ' r______ BACKSPLASHES KITCHEN INSTALL OVEN To- ]I IN FLRNG FLRNG cv _______ �� CLNG HT 8'-0" REPLACE EXIST BA G HT 3 1755 Sigsbee Road, I r , $ 0" 114 Mattituck, NY 11952 EXIST. �4'-74"VIF •-M� 4 i0 I 1 FLRNG O EW SINK&FAUCET 1 ------------------� I r___1 I IL--------ExIST_---------------- TO REPLACE EXIST. N Cl) �N MUDROOM �..I --------� o-f -------- _ ___ I �I — - '1r E OOR a, CLNG HT 8'-0" 2 TO REPLACE EXIST. -' 1 UP 1 1 EXIST.WINDOW ---NEW CONCRETE PAVERS ELIFD3068 I I 1 EW4X4X}STL. TO BE INSTALLED CL. 26X96 PD 1 COLUMN XIST.STLPOSTS i b I K� D ON EXIST.CONCRETE-_� �C LL NEW �roN 1 SEE STRUCTURAL EW SX5X}"STL. a 1 DRAWINGS FOR SIZE& COLUMN SEE STRUCTURAL > LOCATIONS,DETAILS SEE STRUCTURAL DRAWINGS FOR SIZE& M N 1 OF FOOTING.TYP. DRAWINGS FOR SIZE 8 LOCATIONS,DETAILS OF DN STEPHANIE KIM DESIGN I LOCATIONS.DETAILS I I I OF FOOTING,TYP. FOOTING,TYP. , I NEW 81"X 8 1- PT'D ELDH 4272 ELDH 4272 ELDH 4272 r -1 r-� i r-� r 7 --- 1 WOOD POSTS TO -1-� -I----+ a- --- -L-�-o +- +-- -- ---------� �- +-o +- NEW NEW NEW St.mar s avenue 1 I L_J �_ � L_J I L_J L_ I L_J L H REPLACE EXIST.TYP. REPLCMT brooklyn new york 11217 L--J - �------J stkimdesign@gmail.com 1 1 EXISTING L I N 24'-1" 22'-11" WWW.STK-D.com ------� BASEMENT 1 w J CLNG HT T-0' I r---- b 1 , Iiv LL r� I I ----------------- --------------- 1 1 EXISTING 1 r-------------------------------I 1 NOT IN SCOPE OF WORK NEW CONCRETE PAVERS rev s , 1 1 1 l �_ TO BE INSTALLED ------------- 1 1 1 1 L----------------------- ---J ON EXIST.CONCRETE 1 r-------------� 11 L--------------- -------------- 1 I A200 1 1 I XISTING I 1 FOUNDATION WALL I I I I TO REMAIN notes: I I I I I I I I I I I I VIF sheet title: I , I 1ST FLR. PROPOSED PLAN, 1ST FLR. EXIST./DEMO PLAN, � I I I I I BASEMENT PLAN I I -------------------- I I I I I I I 1 1 I i 3 FOUNDATION/BASEMENT PLAN 1/8"=1 1-0111 PROPOSED FIRST FLOOR PLAN mckeon residence 755 moore's lane north DORNEW WIEMO OPENINNGDO greenport W n e r • york - / F I� _ EMO OPENING DEMO OPENING ' FOR NEW WINDOW. FOR NEW WINDOW. I ' ----� r----I--rEXIST ----� EXIST. EXIST. I I SKYLIGHT i SKYLIGHT TOYREMAIN SKYLIGHT I---I. IGHTS _ - THROUGHOUT,TYP. TO REMAIN ILLL --J L--- I THROUGHOUT TVP. I I I I I I I I I I I I I I I I EXISTING I I I I FAMILY ROOM " I I CLNG HT IM" I I -----t------REMOVE EXIST.I ( I I -� WINDOW EMO OPENING --- '- �____ LJ FOR NEW WINDOWS , r r I EMOVE EXIST.I I I I I DOORS I EXIST. I EXIST. I I EXIST. I I I� EMO BATH i SKYLIGHT i SKYLIGHT I I SKYLIGHT FIXTURES L__- I I WALLS EMOOPENING OR NEW WINDOWS. 3'-10„ I I XIST.FLOOR -LIZ--- --- I--------------J TO REMAIN I I I I I i ELDH 4272 ELDH 4272 I I NEW NEW I I I I i I N IN. I N Cqw = I i oLU Z oz W w ELDH3648 ELDH3648 ESNEW 40 I I NEW NEW BERO I I 'L=__� MAIN CLNG HTD OOO"M ao O CL. I I i I EXIST. 1 w 11 STAIR °' 10'6" 16'-10.. 7'-92" 13' 02,. I I I ATH I I o I L--------------------------J C N H 10'-0" Of p -------- W W 1 001 I o W o w I I BEDROOM 1 EL z a z BATH 2 noo I CLNG HT 10'-0" I I 00 00 CLNG HT 10'-0 ° I x x I I I o O I 1 °' ``' 13'-11" I I (4)20X80 DOOR 3'-1" I-6" 5.. - -------- NEW MAIN DRESSING ROOM ------ � �Im CLNG HT 10'-0" O o 1 2 o cL. o A20 • 00 0 z E.-Ol CL o w x z cozCL. CL. 0 0 0 :' . 00 z00 ----- ---- -- ---- --------- DN M CL. CL. m N „_ , „ N HALLWAY 2 EXI��TING/DEMO SECOND FLOOR PLAN 1/$ -1 -0 EXIST.WD FLR o z a CLNG HT 10'-0" PAINT WITH DECK Cl) W � PAINT,TYP. 0 0 (4)20X80 DOOR 1.. � -82.. O w 0 Ui NEW --------- -5" 7'-22 0 o $1 9.. 00 z r---------1 R--- -- r---------� 0 LU x I r--------------------------- -,.) I I r� I I I I x w I I I I I I I N Z i I BEDROOM 2 LINENSET I BUILDING DEPT. I I I I CLOSET CL. CLNG HT 10'-0" I o I I CD L________J --____-_-`OJ �XISTING SKYLIGHTS 0 I I ❑ � L----------� - ________ I I -__--___ XISTING ROOF i I x Z SUBMITTAL XISTINGWALL I I o N BEDROOM I I I BELOW I v b CLNG HT 10'-0" ELDH3648 ELDH3648 ELDH3648 I NEW NEW NEW 103,. 13'-18" STRUCTURAL ENGINEER: I -------------- --------- - , II ----------- ---- I ---------------- I I Cl) W D VIF16 rr----------------- - -T I I i 1 I w LAU DR L J CONDON ENGINEERING 1755 Slgsbee Road, I I I I I ELDH 4272 ELDH 4272 ELDH 4272 II II I i NEW NEW NEW Mattituck, NY 11952 11 II I I II 11 I I 11 II I I II II I I 11 11 I i I I I I II 11 I I II I i I I I I i1 I r\ LIQ I � ll II I I I I I 1 EXIST. I I I SKYLIGHT I , I 1 STEPHANIE KIM DESIGN 92 st.marks avenue i; --------------------------- ---__ ; ; Brooklyn new york 11217 II r---------------------------------� 1 II I I I I stkimdesign@gmal .com L _ --------------�, I I www.STK-D.com IL------J ------- I I ------1---------------------------- I I I I I I I I I date. 2-891 �XISTING ROOF I I BELOW I I I I 1 I A200 I I I I I � I I I I I I I I ' I I notes: I I I I sheet title: I I 2ND FLR. PROPOSED PLAN, 2ND FLR. EXIST/DEMO PLAN, I ------------------------------------------------------JROOF PLA 01�51684 3 ROOF PLAN 1 PROPOSED SECOND FLOOR PLAN mckeon residence 755 moore's lane north -___=______________ mckeon residence 755 moore's lane north ------------------------ newyork - - - - - - - - - - - - _ - _ - - - - - - - - - - - _ - _ - - _ _ greenport - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ - - - _ _ - - - _ - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - _ - - _ - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - _ __ __ - - - - _ - - - _ _ _ - - - - = EXIST.CLG2NDFL B.O.EXIST.CLG2NDFL - - - - - - - - - - - - - - B.O. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z LL LL LL ll Q Q O O ELD 272 ELD 4272 EXIST. NEW ELD 272 / N W "" / \\ N " EXIST. J T.O.EXIST. LR 2ND FL I.Q.EXIST. FLR 2ND F " B.O.EXIST.CLG 1 ST FL B.O.EXIST.CLG T FL ----------------- II LL LL II II �\ I--------------------- > > I I I o o NEW IPE(MAHOGANY NEW"BAY WINDOW"----_____, l I bo FINISH BOARDS @ ELD 4272ELD 325 EXIST. I ELD 14272 DECKLDI I 2E 2 II I N W NEW SONO TUBES N W N W N W I I T.O.EXIST.FLR 1ST FL T.O.EXIST. 1ST F EXIST.FOOTINGS I I I SEE STRUCT.DWGS. I � I I I I I I I I T.O.EXIST.CLG BSMT T.O.EXIST.CLG BSM l Lf I I LL I I I I I I I i t II I I I I I I I I I I I I I I II I I I I I I ------------------------------------------ i --------------- ------------------------------------------- I o o I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------------------------------------------------------ ------ P 1 NORTH ELEVATION scale: 1/4"=1'-0" 2 S(DUTH ELEVATION scale: 1/4"=1'-0" BUILDING DEPT. SUBMITTAL STRUCTURAL ENGINEER: CONDON ENGINEERING 1 755 Sigsbee Road, Mattituck, NY 11952 NOW= ff AV pmmftk� Li STEPHANIE KIM DESIGN 92 st.marks avenue brooklyn new york 11217 stkimdesign@gmail.com www.STK-D.com date- 2-8-21 notes: sheet title: NORTH & SOUTH ELEVATIONS A 2 y