Loading...
HomeMy WebLinkAbout49837-Z o��g�FFOt�c r Town of Southold 9/26/2024 a y P.O.Box 1179 CO k • 153095 Main Rd y,�l Sao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45591 Date: 9/26/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 155 Old Shipyard Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/17/2023 pursuant to which Building Permit No. 49837 dated 10/5/2023 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 screened porch,to existing single family dwelling as applied for. The certificate is issued to Lieberman,N Rev Liv Tit of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0977 9/24/2024 ELECTRICAL CERTIFICATE NO. 49837 4/23/2024 PLUMBERS CERTIFICATION DATED 4/2/2024 Mad rNuch Auth iz d S' afore TOWN OF SOUTHOLD moo BUILDING DEPARTMENT 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#: 49837 Date: 10/5/2023 Permission is hereby granted to: Lieberman, Nancy 315 Maple Ln Southold, NY 11971 To: construct additions and'alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 155 Old Shipyard Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-5-2 Pursuant to application dated 5/18/2023 and approved by the Building Inspector. To expire on 4/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $474.40 CO-ADDITION TO DWELLING $50.00 Total: $524.40 Building Inspector �o�soFFnl,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE ra . 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#: 49398 Date: 6/20/2023 Permission is hereby granted to: Lieberman, Nancy 315 Maple Ln Southold, NY 11971 To: Electric service At premises located at: 165 Old Shipyard Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-5-2 Pursuant to application dated 6/20/2023 and approved by the Building Inspector. To expire on 12/19/2024. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector O��pF SO(/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�. • �o sean.deviina-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nancy Lieberman Address: 155 Old Shipyard Ln city:Southold st: NY zip: 11971 Building Permit#: 49837 Section: 64 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph - Heat Duplec Recpt 7 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 3 Switches 12 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat, Septic Disconnect, (2) 115Arcfault Breakers, (2) 22013reakers for AC's Notes: Master Bedroom Renovation & Rear Porch Inspector Signature: Date: April 23, 2024 S. Devlin-Cert Electrical Compliance Form . o�Suf�od�c�o sown Hall Annex may. ? Telephone(631)765-1802 54375 Main Road a P.O.Box 1179 Ca Southold,NY 11971-0959 �, !n E Ca E 4 l'l i� is jV ti BUILDING DEPARTMENT TOWN OF SOUTHOLD APR S POPA t.;...,t CERTIFICATION gFyr�.. TO Date: oZ Building Permit No. ? 7 o Owner: -L (Please print) Plumbenamd- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) A� Sworn to before me this day of l 200-4 - Notary Public, ���T�f�7 County SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,2aZr .1 ho��OF SOulh°6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm, ' 631-765-1802 INSPECTION [(/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ISO shin be, ems- �l'5�'N L qew xAs. )0"yiate" Ll DATE INSPECTOR SOblyo TOWN OF S UTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION / [ ] FOUNDATION 1ST [ ] ROUGH PLBG. v [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION /,<UELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: eg rj i . DATE - r INSPECTOR �o�a0f SO(/lyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON . [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 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 [ ] RENTAL REMARKS: �V�.Qi rIU (in I/ tf0 Pt DATE I y 'ZO INSPECTO Of SOUlyolo --- -- # # TOWN OF SOUTHOLD BUILDING DEPT. `y�OUrm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST 7] R GH PLBG. FOUNDATION 2ND LATION/CAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I 4"A �� L r ginnift ji ki, iivkJn6L--, Jo 1 o 1-110 fI WA W� I \ I ' umI aet otE N�. 6 A94 vvil vU ✓� • DATE ANSPECTOR oF soulyO6 _ Glcl - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION ` [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �lj �_K QO� �- U44 DATE H �- -INSPECTOR Ural Taiat Architect 436 7t" Street reenpOrt NY, 114' 631 - 477 8963 4 Town of Southold Building Department ' pUG 2024 Town Hall Annex 54375 Main Road IDSIPT- gL�IF S' OI"D P. O. Box 1179 Southold, IVY-11971-0959 TO' September 21, 2024 RE: Lieberman Residence 155 Old Shipyard Ln.. Southold NY 11971 Tax Map# 1000-64.-5-2 Bldg. Permit#49837 To whom It may concern, I have inspected the foundation construction at the above mentioned property. , To my knowledge, the foundation walls and footings were installed according to NYS Residential Building Code and according to the Construction Documents, submitted to and approved by the Town of Southold. Thank you, Ural Talgat, RA .024 �Q East • Insulation 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:02/01/2024 COUNCIL 1Jj E HIGH PRESSURE SPF ID# U TE OF FIRE BLOCK INSTALLATION:02/01/2024 .a 000012223 J U N 1 3 2024 SUFFOLK LIC#H-59538 Basidertg Department 'SHELTER-ISLAND LIC# 1444R Location Insulat • Type PROJECT INFO EXTERIOR WALLS Air Seal &R-19 5.5 R-19 Kraft Faced BUILDING PERMIT#49830 Fiberglass Batt ............................... -•------------••------•------------------ ...............----...................... North Fork Woodworks Inc. ROOF 0.51-13 Open Cell 8 Nominal Inches R-30 Spray Foam Q R-3.7 Per Inch .Lieberman ---•--------•---------------------------- ............................................................................... 155 Old Shipyard Lane BASEMENT Rockwool AFB 5.5 R-23 Southold NY-11971-- CEILING ------•--------- ...............---................................................................................. BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21 JOISTS Spray Foam Q R-7 Per Inch ..----------•-••-----------•---------------------------------------•------------------•-•------------------------•------- Authorized Signature d f � C� I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was"preformed in conformance to the applicable codes. = 403 ��4 (ELD-INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) H �,Ivuevh Q, 5 ��,ati✓a2e�-y. /ro�'loCe Coo �v�,�'ry�u ------------------------------- 'Fs C FOUNDATION (2ND) z J �'• C s �1 d'( ROUGH FRAMING& PLUMBING f S r INSULATION PER N.Y. STATE ENERGY CODE m 0 6mdA6dh No - ear c. 2 FINAL C h �o�'C. � A Sqvvem N'tvs l e -5 D lr T . nj P)AMeAl b w k4,Aor ADDITIONAL COMMENTS C> foltobes qPZ S2 a A rCd r�G 4l✓/QS(�?7 1 � D aJ Z m q c • 1- Unn R r �y O z �x N y x od ^Q � V !y v TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 blt2s://www.soutlioldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT E C Mi _ For Office Use Only PERMIT NO. _ Building Inspector: ED TOWNOF80WHOW AppII16t1b1n,'s,and will,not be accepted...Whe Applicant Is r ifiall b6 completed Date: May 1, 2023 fA Name: Nancv Lieberman -5 SCTM#1000- 64. -2 Project Address:155 Old Shipy, q,rd Ln,. Southold NY 11971 Phone#: 917-817-8634 Email: MS.nanplieberman@gmail.com Mailing Address:155 Old Shipyard Ln. Southold NY 11971 4 Name: Ural.Tw at Mailing Address: 4367th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmaii.com 0 �fq IWIIRMATI Name: Ural Mailing Address: 436 7th Street, Q reenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmaii.com A" Name: Mailing Address: Phone#: Email: 4, E]New Structure iiAddition ElAlteration DRepair ElDemolition Estimated cost of Project: F-10ther $ 300,000 Will the lot be re-graded? DYes R No Will excess fill be removed from premises? RYes DNo P E IN FORMA Existing use of property: Single Familly Residence Intended use of property: Single Fan-lily,Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes ii No IF YES, PROVIDE A COPY. o4r 236 a '"Ti4docasu.4i"Per im, ""V to die iii 44ion KS� n wi� aw,yaw an "oWrapp -P 1,��Rwlc,rou" o-!o r demolition ji(reiidescribed. '6e uloom'4rdt iW in hulldlng(�!oi;�"niry F�f *4iq iwl X , Application Submitted By(print name): Ural Talgat IlAuthorized Agent DOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF -Zo rr0 Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (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 12 day of 20 Notary Public LAUREN M.MCKISSICK Notary Public,State of Now Yak No.01MC6342308 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County (Where the applicant is not the owner) Cbmm"w E*=May 2%20M Nancy Lieberman residing at 155 Old Shipyard Lane, Southold, NY 11971 do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Department for approval as described herein. A-7 4,q a dV3 Ownev's—Agnature f Date Nancy Lieberman Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Ins'peictor TOWN OF SOUTHOLD JON 20 Town Hall Annex-54375 Main Road - PO Box 1179 -023 Southold-,*New York 11971-0959 Telephone (631) 765-1802- FAX (631)7657456.2 ro errD-southoldtownny.gov- seand@southoldtownny.-Clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (NI information Required) Date: Company Name: P EW ( CeCTZ I (' JVC . LA-11161 Electrician's Name: 4err& License-No.: 116r- 3 Loll Elec. email: ed/r7VM�eaSf I.k), VA 400,004" Elec. Phone No: &31.%S7-9� 6 ff ricate of'Compliance t�[] request all copy f Ce if Elec.Address.: JOB SITE INFORMATION (Ail information Required) Narne- LIGGOLWU Lpes(OwCe Address: i5 _ OLP Cross Street: Phone No.: Bidg.Permit#: email e-4d. f Tax Map District: 1000 Section: Block: t* BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Pleas M '100 W 0 1 . Souare Foote ge: I Circle All That Apply: Is job ready for inspection?: YES F'�NO F_�Rough In Final -e oa, Do you need a Temp Certificate?: YES[],NO Issued On Temp Information, (All Information required) 9 T351 Service Sizet9l Ph 73 Ph Size: -%d A , #Meters Old Meter# 1E]New service[]Fire Reconnect[]Flood Reconnecte Re nnectMunderground verhead Service co #Underground Laterals[]1 F�2 r7l H Frame 0 ole Work done on service? 9Y N Additional Information: PAYMENT DOE WITH APPLICATION ' nD I 1`q BUILDIN ' DEPARTMENT-Electrical Inspector 7aJ TOWN OF SOUTHOLD ' JAN ��ow�Aall Annex-54375 Main Road -PO Box 1179 : Southold,New York 11971-0959 h ne(631)76&1802- FAX(631)765-9502 TO "r8d4�ri§o;utFioidtownny.00v-seand0southold ownny.aov APPLICATION FOR ELECTRICAL INSPECTION FELECTRICIAN INFORMATION (A i Information Required) Date:.. - --y Name: c. I s Name: License No.:./IJC'- ypg/ --Elec.emall: jO a igum eaSf 1Q, yA4voX0A1 Elec. Phone No: 1- 6,T-jq,2 request An email copy of Certif'i il of Compliance Elec,Address.: JOB SITE INFORMATION (All information Required) Name: S i©ryv Ce- Address: 1 ,SS _nin g Hip y4t,6- o Cross Street: Phone No.: r. Bldg.Permit#: t4 $3-}-_ email: 1 it . v Tax Ma District: 1000 Section: 6 Block: S Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PI®as®Print Clearly): Loo 5 QvA4tr �}Tlo'j'S � 1 Circle-Alt That Apply: Is job ready for inspection?: YES NO 2!1�ough In Final Do you need a Temp Certificate?: ' a YES,rD_q"1NO Issued On Temp Information: (All Information required) Service Slze❑1 Ph 73 Ph Size: _A #Meters Old Meter# ❑New Service[3Fire Reconnect[]Flood Reconnecf[]Service Reconnect[3Undergmund averheadi #Underground Laterals 1 F12 n H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION b 2 �S0, o�S�FFoc,��oG y� BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # I qI? Date (0` �0 2023 Customer Name Electrician Narneflafirwivi Gas G 7774 7 Address 01 S Phone ?j1 —"1 G,5 r— G)`fLf e-mail e-mail 1 ,nwne—aSfiI , tc Phone License# 106 3 L-too Size A Phase Overhead V Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole_ H P Fire Reconnect Was work done on Service? 9N Flood Reconnect Old Meter# $ 5q j0q Service Reconnected . Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo fro ate above. Authorized by `1 --n` = �''� 'B � UILDING OEPAItTNIENT-Electrical Inspector w rf � TOWN OF SOUTHOLD J A N 14o�Aall Annex- 54375 Main Road -PO Box 1179 Southold!New York 11971-0959 � � ' '" =." g�� h�ine(631) 765-1802 - FAX(631)765-9502 ro�ee'�•ta�souti�dtownnv oov- seandCa)southoldtownnv.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (Ait Information Required) Date: ^l Company Name: Electrician's Name: J kC License No.: Mc-'-3 Y01I Elec.email: QL&t1#7YM Elec. Phone No: & �31• .�5� request-in email copy of Genii a of Compliance Elem Address.: JOB SITE INFORMATION (All Informattion Required) Narn®:_ rL C&,✓ A,V) lC�S i D Address: t, ZQV0116 Cross Street: Phone No.: Bldg.Permit#: 4 9 $; r)- email: 2 k . � Tax Map District: 1000 Section: 6 Block: S Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pit Cles—dY): Cad© SQvA4e i= lv r CC-, Square Footage: Circle Ail'That Apply: Is job read for inspection?: YES NO 6ough In Final Y Do you need a Temp Certificate?: YES�NO Issued On Temp information, (All information required) Service SIze71 Ph❑3 Ph Size: ------A #Meters`Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect(]Service Reconnect{Underground[]Overhead #underground Laterals 1F12 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION / / 2 PERMIT 9 Address: Switches Outlets I i G FI's 1 k Surface II I Sconces H H's UC Lts �I Fans Fridge HW Exhaust I Oven WAD pW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH I,.'� Hood Service I 1 u Amps Have Usec -pedal: �%d d►G� r�(��'l :omments - P 7- Alf- I ni.�:--, n �:.: /- n ,"....: : ,.,,.,:v:� UVI\LLIV �-vlwn �l/1./��ww: L-�� C)� • --- 68l SF x (2/12 1rT) X I.O = II5 GU.FT.vH �.: . (1) 8OOL USE(1X 4'STIORM gRRAIN RING=P165A CU.FT. L'HOMMEDIEU LANE � - - y, — tl'' 'r r•••.. PROVIDED REQUIRED PROP05ED NEW Al OWT5 SEPTIG SYSTEM E - `' ' 168.9 CU.FT� > 115 GU.FT. / DWELLING .:,.•.;;;; .:: FOR A 3 BEDROOM RESIDENCE - r� USES PUBLIC WATER �u�Y -NEW RIJIGLEAN GEN-i TANK(Fr,) __ L° — ,,.;;„ �,� DRYWELLS(PW) CONNECTED ,;ti• ;^; ,. - O N/F BLADOS, JOSEPH III TO ROOF GUTTERS AND QQ�Q -NEW DISTRIBUTION BOX(DB) M. Tr — N F BLADOS, LORRAINE In �i u -NEN GLEANOUT AND VENT DIMTBONGN BOX 6.'c'7r;•r :. I / DOWNSPOUTS wJ -E45TIN6(2)8'PIA x V HIGH LEAGHIN6 POOL(LP) � n Q m -FUTURE LOCATION FOR(I)8'DIA x 8'HIGH LEAGHIN6 �— r<:'.'• N 65°16 40 E POOL(EXP) -- 180.04' yf'�ti i` + '- - •� ,. EX15 ING z u W lu /UNDERGROUND a N TEST HOLE EL+23.0 -�• `e WA]�ER LINE FROM o ———————— ——— --------- ——— ————— can FUBLIG WATER O 35 DW , 0o FUJI CLEAN CEN�7 p FRONT YARD SETBACK 1 {.ri4^I ;r O PRINCIPAL STRUCTURE SETBACK A DWELLING ADDITION 8x4 I I rrl USES PUBLIC WATER A dm TO EXISTING I N/F CLERIC/, JOSEPH C 4')<�a'± ti,".'i=I`:q! ':%�•'', xist RESIDENCE — 14' I N/F CLERICI, DIANE .� e8x4 I F.FL. 25.0 sus I EXIST t. } , `•DWELLING I SWIM I USES PUBLIC'W TER I :�•y:y?„y `" ;]VHF 7AY MANSD RF - £ ^` POOL - : ;; =a SCREEN 13'-3" DWELLING ,•. "1J/F �tOSEb4ARIE hfANSDORF _ ,iry�.; ,.<< �.•:-: r:. :d6 PORCH _ i +23.0 I I USES PUBLIC WATER ADDITION -1 LP N F GAZZOLA JOSEPH C :.,q'ii" - "z'G�nti7l=1tx17"<`y. / ON NEW O N/F GAZZOLA, JUKE M BLOWER AND PANEL DETAIL DECK �" NEW DISTRIBUTION I 5' • I I wz EXIST ` BOX ACCESSORY WOOD 5-RIGNRE STEPS I SETBACK ;�. . . wa 00I DW ':`�I > -- ::•;.- ;i:::<'f:s:' 1 � REAi T R AD IUS• NO WEL LS FOUNDOLD EXIST WALKWAY LP--------- 000SHIPYARD I'L 12-loll ARD SETBACK 4'x8'DRYWELL FORO PRINGIPA 7RUGTURE SE K POOL 3AGKWASHROADw o I eXI t EXP II 8x4 L-- -- ax --- — — -- --J NO LLSFO NNNb 10, �y�ir'yyry� rn •: I IzpDIUS: WE m z min 5ItT;. N I u I 150 FT. Cn ` ,. EXISTING GRAVEL DRIVEWAY ;, `,• =`°`''`: +23.0 S64*05'00"W 1 N 180.00' ELEGTRIG LINES TO l rn `f:r;.;:,;?.: .;• i•:: IA OATS EXI5TING SEPTIC TAN< y < 3; j`;', -"t is•, I TO 8E REMOVED p'1c N DWELLING EXISTING DRYWELLS ;;::•,,,;.•••(,: ., ADD NEW Al SEPTIC USES PUBLIC WATER (DW) CONNECTED TO N/F MORRIS, ROBERT C Jr TANK - FUJIGLEAN / ROOF GUTTERS AND °tt" " i '.` DOWNSPOUTS GENE TANK(FG) Lyi�i'in%%:'+ :RE5IDENG FIRST FLR EL 25.0 FT SITE DATA � 'GRADE LI ELEVATION 25A FT. �./ 20°DIA HDPE SECURE HEAVY POLYLOK NEW GLEANOUT AND VENT lea:i%j':�: '@'•'!b J�' COVERS To GRADE AND SAFETY SCREENS SCTM# 1000�4:5-2 SLOWER AND PANEL PROPERTY: 165 Old Shipyard Ln / GLEAN OUT` BY POLYLOK(TYP) PLACED AGAINST HOUSE ADDRESS Southold,NY 11971 6at',•tyl.�':;? 24"VIA HDFE 5ECURE HEAVY FOLYLOK p',...;,:;•,:;;:;; :ii, AND VENT 't , r�,::,;.. , COVERS TO GRADE AND SAFETY SCREENS OWNER: Nancy Lieberman pt:Y..,�..h:.-,l;:.:r;• , 2.0'•GAST BY POLYLOK(7YP) �� rC;�ft%"%-•t:"'^`�• IRON PIPE - - Southold,NY a11971 1• _ GRADE LINE '--+1 Isu V I� ' ' 2O"T HOLE HEAVY / ^SS •'�� ELEVATION++-23.0 FT. FOLYLOK D-BOX W/ TEST HOLE SITE: 16,862 st=0.36 Be OCT 4 Zpp3 �'^4'`'5�'•'•`°•"`''" FOUNDATION ZONING: R40Resldential •�:1. "'"w 501T-R RISER TO GRADE"r;y,:•;.>;:.:,?�..,,.;`� NO SCALE 4-+*;;:' +'`•' ::''e ` bR4DE LINE SITE BY MARK McDONALD GEOSCIENCE SURVEYOR: Kenneth M Woyehuk,Surveying,PLLC ' 4a.:..•�'::'•-:��;'m Od B�lL P LA 11 V PO Box 163 6/ B•vtt.r^.^p�;ri'. `q;,;,:.' ELEVA71oNi25.0 FT. SOUTHOLD,NEW YORK 11971 Aquebogue,New Y rk 11931 llit•:val.:: >.:::•'"- - , V4°/FT. SCALE rr=��'��rr TEST HOLE DATA 9/14/23 eH�`�a7i%'� .%r:'icc ,q°D I/8'YFT. TOP OF POOL+21.0 ELEV.+23.0 License#05086 Tt y..,:, FUJIGLEAN DATED 10/15022 S 1.63' GENT 4°DIA 5DR-35 1' DARK BROWN LOAM OL LI ���� RESIDENCE ,:i•,^ ,/(tc:;;•�:•,�. :;-: ::`s' IE+21b5' 3' PALE BROWN SILT ML d+��+"•''. •';'I IE.+20.9'1' IE\+ O.81' LEAGHIN6 SOUTNOLo. d1a, ;". \ POOL --- DRAINAGE CALCULATIONS MAX GROSS FLOOR AREA LOT COVERAGE TABLE 'AREA OF RESIDENCE EXISTING 517E AREA TOTAL: 15,862 sf SITE AREA TOTAL, 15,062 sP DR WELL AREA x INF x RUNOFF FACTOR (DYD axle! 1=4 SF x (2R2 FTj GFi 1.0 -203 CU.FT. ALLOWABLE OR055 FLOOR AREA: 2,H52.-15 of PROPOSED PERCENTAGE DI x 4;HI POOL PROPOSED BUILDING AREA TOTAL: 2,460 of RESIDENCE, 1239 of 7b1% 1.655 eP 105% X 4'STO DRAIN f2.6=506.1 CU.FT.EGUI5CREEN PORLH: Of O% 291 ai 183% PROVIDED /F2203PED FIRST FLOOR EXISTING: 1239 of GARAGE, 250 aP 1.45% 2 iO 0 1.45% �- 506.1 CU. > 2(73 LU.FT. SEWER LINE CLEAN-OUT /I SECOND FLOOR EXISTING: 534 of AREA OF RESIDENCE NEW I FIRST FLOOR ADDITION: 396 of AIAC too eLowER DETaL DETAILS DRY,HELL AREA x NF RUNOFF FACTOR 50REEN PORCH ADDITION: 2RI sP TOTAL 1.464 sP 936%2,7132 aP 17.21% — SINGLE LINE DIA(GAM '(DW-A) 681 5F x 2 J rx 1.0 •115 CU.FT. __ USE(I) &DI x 4'1HIGH FOOL (1)e'X 4'STO IN If*-168A CU.FT. L'HOMMEDIEU LANE _ - PROVIDED REQUIRED — 165A CU.F. > 115 Cu.FT. PROPOSED WA Al OWtS SEPTIC SYSTEM — 1 DWELLING FOR A 5 BEDROOM RESIDENCE USES PUBLIC WATER DRYWELLS(ON CONNECTED -KEN FVJICLEAN GENE TANK OF N/F BLADOS,JOSEPH Nl O TO ROOF CURERS AND ?z( -NEW D15TRIBIJTION DOX(DB) ;. N/F BLADOS,LORRAfNE DONPISPOUTS 1° Ls -NEW cLEAWOUT AND VENT EXISTING(2)6'DIA x 6'HIGH LEAGHINS POOL(LP) FUTURE LOCATION FOR(U 6'DIA x 5'HIGH LEACHING ."�•" N65'16'40"E — POOL(Elo=) EXIS ING 23.0+ N �UND RGR UNDO _a — ------- TEST t✓OLE EL•230 NlA1fER. INE Ft�OM — --- -- -- — ---- (A ]r- PUB IC, W TER o _ FU.II CLEAN CEN� •Y'':;� ,:. p FRONT YARD SETBACK DW I l] 0 :••.;: O) I PRINCIPAL STRUCTURE SETBACK ADDITION A DWELLING TO EXISTING Hx4 I USES PUBLIC WATER 25,b N/F CLERICL JOSEPH C IRESIDENCE N/F CLERICI,DLWE •- r- 1 a ;�c'I'.,,•!„`.NuJ-'a £:.1'FA',;•=Lc,.(.,". .{ ,1`�•r;„4:c:.S_,ti`,"�,,�',:�`'=:"�:%w.,: , II EXIST I GWELDNG� C i4xkl PUBLIC swimUSESWER raYaMNSDRF N/FROSESMRIE NANSDOR SCREEN 9 POOL DWWN Us. +25.o N/Fca PUBLIC WATER • ADDITION T ZZOLA JOSEPH c BLOWER AND PANEL DE 4LON NEW O N/F CALJUNE N DECK NEW 015TRIBWION I 5• EXIST ; d -mq>tE��..^•.-L`<(a; ",;^_`•`' BOX +I1 1 �� • "k%' •.. :.7: PP I I`—+I`kGEa90R, I z WOOD .:., ,,���tt9' yJ ,'ixti ,r+�; .;T I sTsvG w r STEPS �� r..:�. .`-r', .�."w'C.., r ,,.+.fir' �:r. +23.0 I50 FT.RADIUS. NO OLD > 'o % f� WALKWA _ _ D LP WELLS FOUND S IPY�RD 4 `' t 23.0 __ 00o FG ROAD '' 12 ARD SETBACK 4'X&DRYWELL FOR yl •,r;R:,= �'v�::�-'i�;;r' O�j' O' PRINGIPA TRIIG'NRE SE POOL BACKWASH W zl aW I a z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I ` —�— i' T' L~'.;("",I}�+4 J m PERMIT FOR APPROVAL OF CONSTRUCTION FOR A WELLS FOuW I� RADIUS: N0 !O'mn ey�;2� •la`?;� N SINGLE FAMILY RESIDENCE ONLY I I DRIVEWAY I EXISTING GRAVEL 25.0 _ _ _ _ _ _ 23.0+ .. DATE 10/3/23 $ F�O• R-23-0977 / 1'. S64"O5'OO"w ELECTRIC LINES TO TIa 1BO.00' APPROVEDEXI5TING SEPTIC,TANK FOR MAXIMUM OF 4 BEDROOMSDWELLINGTO BE REMOVED r..,L_,r,. EXISTING DRYYELLS ADD NEW Al SEPTICEXPIRES THREE YEARS FROM DATE OFAPPROVAL , ).I'�• USES PUBLIC WATER (DA)CONNECTED TO / NI F MORRIS,ROBERT C✓T TANK-FUJILLEAN ROOF GUTTERS AND CENT TANK(FW '+ _. mEr1C� TA��D DOY'A15PgJT'S SITE DATA LI�1 20•vIA sew+e seAvr POLnac NEW GLEANOUT AND VENT f ^�I GOvt3Fi ErsAD2 P>ID 9/BETY YR@Wi 9CTM� 10008d.d2 / BY I—) BLOWER AND PANEL Design Professional's Certification Required. PROPERTY: 1550YsmpyWLn GLEAN y<•vIA HDPe sECLrs ICAvr POLYL&K PLACED AGAINST HOUSE Submit P.E.or R.A.Certification For ADDRESS Bo Id.N,'11W1 (.pJEq�TO BRADG AND GAFETY•Y.RtI£1B OWNER NaryD.W— i?. 2.� e,-FOLTLac f—) The lnstallatlon and Construttlon of the Sewage DBposal5ystem 15501eald''.raln / '" 6RAde Lue: SoumolQ NY 11B11 Exr.TIBaI m•T Hole IPAVT Use Farm W WM-073 iq.tmATIOH F1EJ�nOR390 Fv POLYLOK D-eOX YY 0 am: 1 TEST HOLE 9On-0.R1931 TO&FADE .036 4'MAR NO SOALE SURVEYOR: Kelmes:M Woyt urvry B �AOeL� SITE PLAN BY MARK M.DONALD SOUTHLD,NEWYORK11SCIENCE oycuV n,PLLC fDEVAnON:130 A. SOUTHOLD,NEW PORK 11ST1 PoBo"ts] � SCALE: 1"=10'-0" TEST HOLE DATA 8114R] u-0110 POO ose I H• i TOP OP L•210 ELEV. DATED 10 W"I'Al t Ie.mile-s» T •vu svHas IC•30.9t' Iq♦20Ei' La—aHS "R ° " LIEBERMAN RESIDENCE\ �,•mA pi?0L 7' PALE BROWN SILT YL b tRl°iHOLD, .EWYORK D S-D U REVI—ATE:DATE'd30Y1 BOT OF Pq7 •Ia0 T_ REVIBm 61lSeia ¢N j Abandonment of the existing sanitary system must be in REM DAstaDA :se-z�a 1T PALEBROWNRNE BAND SP REVISED DATE:0.1420i5 I conformance with the Department's re(1Dlrements. OOYIkNTS:NO WATER ENCOUNTERED REYREDD &]agate 33A' 'WGy REVISEo calms Submit completed form W WM-080 as proof .d�.'T. SEPTIC PRC FILE I aT 1.11941L TALGAT tux.s.) I \ ARCHITECT BUILDING PERMIT SET C SCDHS SUBMISSION r /as5TM8 BEET `7 DREENPm NEWYORKIIBN .OgKEK� (m1Nn.eau i NAGE CAI_ ULATiONS MAX GROSS FLOOR AREA L T VERA E TAB E END PLUG OR STOPPER INDOORS OUTDOORS HOUSE OWiS CONTROL PANEL e., L POWER IN NEMA 4X ENCLOSURE GROUND :;,:; :AREA CIF RESIDENCEEXISTING SITE AREA TOTAL: 15,562 sf �� PANEL LUG ✓µrM�lr.�rNMI N 4 1 3 7 5 6 G I' -"` NO FIELD SITE AREA TOTAL: 15,562 sf = w`��`- ':.` " ;:nR.Y;:WELL AREA x R I NFALL x RUN01=1= FACTOR _- w _ ._ y PROVIDE TWO 20A 2#12,#12G IN SCH CONNECTION I I, 30'ELBOW +•12 012G �->•�-^•`•"" w 1-POLE CIRCUIT zoA 80 PVC CONDUIT r+zc BREAKER IN HOUSE Ar Ij` •"1,I{ (r7,V0 exist 1,224 5F x (2/12 FT x 1.0 = 203 GU. FT. - > POWER PANEL 2DA A :'¢•';,, ):. ALLOY�lA�3LE GROSS FLOOR AREA: 2,852.�5 sf STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE sa�WVE zR,B °72O `2` (3) 8' D1,4 TER x �•' HI H POOL PROPOSED BUILD 1 NG AREA TOTAL: 2 460 sf } { QULI 4 , RESIDENCE: 1251 sf —I.51 � p�� DUPLEXRSTALLE�LE— U5E' (3) 8' X 4' DTOR DRAIN R G= 506.E GU. FT. � 1,635 sf 10.3 % aINSTALLEDIN �' 5GREEN PORCH: 0 sf O %' 2CiI of 1.55 % WE'ENCROSOON URE FINISH GRADE f t PROVIDED REQUIRED FIRST FLOOR EXI5TING: 1,251 f sf GARAGE: 250 sf 1.45 % 250 of 1.45 % r NOTES: 506.1 CU. T. > 205 CU. FT. o o SEWER LINE CLEAN-OUT 1.PROTECTALLABOVEGRA AND BELOW OWiS SECOND FLOOR EXISTING: 554 sf SWIMMING POOL: O sf O /0 5-i6 sf 3 63 MAC 100 BLOWER DETAIL DETAILS M GRADE WIRING W/MIN,SCH PVC CONDUIT 1 i f (I r / �{ G rrARIOF"RESIDENC NEW FIRST FLOOR ADDITION: 5 16 ✓f ALARM PUMP ' AREA X R iNFA L RUNOFF FACTOR TOTAL 1,46ct sf (f.26 % 2,"'152 of 17.21 % SINGLE LINE DIA�AM FLOAT EFFLUENT FLOAT A 5GREEN PORCH ADDITION: 2�I sf SWITCH PUMP SWITCH 12 T $ x I.O = 115 Cu. FT. KW BDX ?- +rvDnA..nor vmE P''':H 1;li r, '• I'1„ ' PfHYLOKM• 68� 51= �; ( / .) DIHTRIB flNIBH DRADE tr •i �"�'� 14�, r ; U5E (1) ; S' D I AM TE x 4' f.H I GH POOL I ; . ` " 4' 5TOR RAIN 9ING= 168.�i GU. FT. L H OM1v1E D ' E U LAO' OE — 18 �- ti+culn„oN BR m,e PROVIDE SPEED y fl FROM OWtS ON EACH OUTLET �,,,� � Aerobk Cmfecl F,11,eim Chem lBl PROVIDED REQUIRED LER �E�,�H39/ OOL > , + ^M'.' '.:. ,: . I• !A �I,inrecu+m cn„�ber 5 l:f t S CTvmber 90 l(baA GU. F > 115 GU. FT. TOIEACHINO FROF05ED NEW Al OWTS SEPTIC SYSTEM DWELLING P obl Voh®> 1 9 FOR A 5 BEDROOM RESIDENCE — u„„a•, , Y $Pt I TI N it ' USES PUBLIC WATER Z TH CKFlLTER Aerobro Medu PP/PB F,ll W SSY I,,,; .aerarrR AmerobcM PP/PB F,IIm 2s,e 31e% B Aerob Media PV /P DR1'WELL5 (DW) CONNECTED - NEW FUJIGLEAN GENT•TANK (FG) L m — '• C P PE F,rn A°te 9Y MATERIAL �� Blower i8cim N/F BLADOS JOSEPH III _ o 0 - NEW P15TR15UTION BOX (DB) "`� P� REPRONA+pNP IOW E>FR! J TO ROOF GUTTERS AND riOwpvuwoHYP r B A� <n „3_ N/F BLAD O S, L ORRAINE 0) \3 - D a,nf a r D DOWNSPOUTS W NEW GLEANOUT AND VENT DISTRIBUTION BOX rr.AxvnEw v lu - EXISTING (2) V PIA x 6' HIGH LEACHING POOL (LP) NTS S''' .L, Q N - FUTURE LOCATION FOR (1) V DIA x 5' HIGH LEACHING N 6 5° 16'4 0"E POOL (EXP) 04;r .,vc'„r�,• .`;I'S�:';"'��::' 'i'r',�',•,^,,, ate— - r. EXIS INS _ Z w 24 m R� TEST HOLE E + 23.0 ,`�t`��'•..T'- rfj( • '}c,;!'���� , N � � OL L '$,fl„I•jl7'I`, (3,"'+�'�''Y�'.e A' 'Iftf�' 'i I I� I ' I� I .+— :,:.' ., SECTION A-A VMw SECTION B vMW +: ' `.',>{• `` `;;:' ;, ® LINE F5ZO�� p 35' p FUJI CLEAN CEN PU I W `fiE DW FRONT YARD SETBACK — A �i DWELLING L p� PRINCIPAL STRUCTURE SETBACK ADDITION USES PUBLIC WATER MCA WOOD PANEL MCA 4-X 4-POSTS ax4 ATTACH PANEL TO .,,1,,,' �,. ` ;• ' ( TO EXISTING ATTACHED TO POST DEPTH 33'MI N F CLER1 CI, JOSEPH C ��`._ f,. f l „„T;'• ,• I � I 15 A POWER BELOW SURFACE ' Y�•,,,b.:,-, ,,,:',:" RESIDENCE , `4".f,;::r',, .r„.'�,•,.}',` i.i '• ; - 1 4 .�� I N/F CLERI USE BREAKER i' , 1 'i''' ';14." t• Ot'1'ER FROM PANEL exist i CI DIANE� AIR COMPRESSOR CLOSURE EXIST POWER LINE TO FLOAT "'. ',a"f'.ai;,•+•A. i;•' ax4 / AIIR LINE FOR ALARM WlBASE TREATMENTTANK AIR LINE TO .`'t'•',,r ' �°` j. DWELLING Y I 15 A POWER FOR COMPRESSOR .,�1',,.;,•� ' •^ '.C• ', : M USE BREAKER Swine ,«• ',-USE PUBLIC W TER " r ;:• ,�: �.^�.` :w•.+r:`'r•:,.p yr.F..r.^,':'•tM:•`i• .,w:i•.••t e, a �,.:.tit., \', :N,,,.:•••. I � .4• .i,,rt'.i: y::. ••:,z'��' •,. rr,'C / MA RF ".A.. r h1 POOL. ;.t. ; .. . - ,:., _' � SCREEN,$r i i „� ,�Yr :,:r;, 1:: _ DWELLING ,. OSEMARIE MANSE OR - .�: ''�'" op I : : r�'�' = PORCH _ USES PUBLIC WATER . a• Tye• '••.' :.n:, -i., n•r• ;ej �}.7« .,''1't rt}.: •:,. •>e• - ..1 L..+\a•• .a'"'::•a.q:'. iR.-ti w LP , 4` _;'. :<� •.�r �; .,�3 �:'��'+,:�:A ADDITION � N F GAZZOLA, JOSEPI� C BLOWER:,:.. •�,� 'qt..:i•%' � OWER AND PANEL DE f .�• <`- _, O N F GAZZOLA JUKE M ON NEW , Nn 4" NEW DISTRIBUTION I :�;:: �yr'[�1�'''�• �� :�r. DECK 3 BOX EXIST ,:'• i :;CY< _:: •:. �. ..w:a .3. t.... I ACCESSORY "� ;.. ^`_ :: rr STRUCTURE WOOD = ; . r: ,:: :r ,• +w...; I SETBACK ' w STEPS .: }� �y" +25.0 :, �y.>...,., ,r:ai <-t-�; 150 RADIUS: W ':': : .::,r,: �:::,.;. �.:�.�- DB LP ET. NO WELLS 1= OLD >.:T:� :'Y:. �'' :�e.lA wi�Y: EXIST WALKWA FOUND > p ;� ;; °^,t: --------- 261 11 li+.d' '� 1, ,r• �',' �' s �• `..y^: 1L ' •`•''t,^•`•'''^:i;.��' a,�.. > CJ -a,1 000 !9r! `� � PYARD V.3 \ {r 1,� h::•:: r > r ot.w,' .y ...-• .• 25.0+ -- ------ 11 55 1T, ,xl t'4 -f, •� �`1f ,:I,,1' } k L� "\t .••�?� ..A• ij`+ .iI•t.'�'.:.} .,,.:� •-•"�•. • O V✓ +;t/:w• -L• . o '�. .T: I 1 �� ..�: >~ - REA ARD SETBACK.,. 4 x8 DRYWELL FOR LO .; :., :;;�: ,� c4 PRI NG I PA TRUGTURE' '' i. 5ET8 GK RO D W ,.»: . `: .: /�� FOOL BACKWASH 'f'y' "1••,�, ' '2�," l:r:''.• § nl y;y, ;..3. :; "y; =,,.,.,..`. 0 I SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES i exist ( exit EXP _ , A• ''J i•'•• +,.- 00 PERMIT FOR APPROVAL AL OF CONSTRUCTION FOR A N °,, r• ;!_ ELLS N /O • 5: tA0 _ X \� SINGLE FAMILY RESIDENCE �u _ m 'A;L' 0 L F.T. T• A� -� rn I}T :i„1,•.!` .f, ,i,.'an i ,'f,�:l`11. {' 1�O (� f'� ,}, .f..: t+•p�Y• :A ` `>i a• r �., ` EXISTING GRAVEL DRIVEWAY ,. : -'°;_`r :•. 1 1 +25.0 25.0+ DATE 10/3/23 ' ,S F O• R-23-0977' I 1 j At r 1 S64 05 00 W ELECTRIC LINES TO rn n 180.00' APPROVED ' vf', •r'F'•', u ' EXISTING SEPTIC TANK FOR AXIMUM OF 4 BEDROOMS TO BE REMO�IED out DWELLING EXISTING DR'i'WELLS TC USES PUBLIC WATER ADD NEW Al SEP.TIG EXPIRES THREE YEARS FROM DATE OF APPROVAL (DW) CONNECTED TO TANK FUJIGLEAN _.•u; 'w N/F MORRIS, ROBERT C Jr ROOF GUTTERS AND GENE TANK FG mom RE5II�ENG FIRST F TA R EL 25.0 F DOWNSPOUTSAFS GRADE LINE ELEA ION 25.0 FT. ,,,n ,,•�!°, :'�p''.,::,fit% ., t a, g • 2011 VIA HL�PE SECURE HEAVY POLYLOK NEW CLEANOUT AND \/ENT SCTM # 1000-64.-5-2 COVERS T GRADE AND SAFETY SCREENS Design Professional Certification R PROPS 155 Old Shi BLOWER AND PANEL g 's o Required. PROPERTY: yard Ln BY POLYL K (TYP) NY 11971 /GLEAN OUT ADDRESS Southold, "�`.:;'~`:�'; '' " ;:v�k�•;:- PLACED AGA I N5T HOUSE AND. VENT 2411 DIA HDPE SECURE HEAVY POLYLOK Submit P.E. or R.A. Certification For OWNER: NancyLieberman I:�;t�''-,r;: :�,���,',:: .•';�;`ta;:;,' ''i' ,�•� '. �' GOVERS�TO GRADE AND SAFETY SCREENS 2.O tGAST BY PGL` LOK (TYP) The Installation and Construction of the Sewage Disposal System u7' •'".^r',. 'f' ',P,: ';Y,. } IRON PIPE g h' Y 155 Old Shipyard GRA1�E LINE Ln f 20" 7 HOLE HEAVY Use Form WWM-07� Southold NY 11971 ' EXT. THRU ELEVATION 25.0 FT. POLYLOK D-BOX YV SITE: t 1 •,.�-,.: `(:�:•�;:!: ., jU FOUNDATION 501"t-R RISER TO GRADE TEST HOLE 16,862 sf= 0.36 ac R40 Residential NO SCALE ^�. '•� l SURVEYOR: t�,,�+::�•= ,:rF.�'}�•:��;;., F 4 MAX. Kenneth M Woychuk urveying, PLLC ',•;,n= GRADE LINE % L BY MARK McDONALD GEOSCIENCE Kenneth Box 153 ///gyp`+ ELEVATION±23.0 FT. SOUTHOLD, NEW YORK 11971 q 9 A uebo ue, New York 11931 V4'/FT. „ SCALE: 1 n=1 Or�On TEST HOLE DATA 9/14123 I i �+ f License # 050882 411 D 1 I/8 /FT.�' TOP OF POOL + 21.0 ELEV. + 23.0 DATED 10/ 15 1022 C T 1 FUJIGILEA 4" VIA 5DR-55 Lam, I IE. +21.651 GEPy 7 1' DARK BROWN LOAM OL MKIE N IE. +20A"V I +20,8 ' LEACHING LIEBEm I ; E 3' PALE BROWN SILT ML OCT 4 2023 SOUTHOLD IE. +20.6-i' POOL O DATE: 6- NEW YORK 27-2 23 BOT OF POOL + I5.0 REVISED DATE: -9-2023 r` REVISED DATE8-15-2023 C3t�; �' `�` ` Abandonment of the existingsanitarysystem must be in ;�`�•�':,��; : f': . ;`��� � \--5 MIN \ i y REVISED DAT : 9-6-2023 S GROUND WATER 17' PALE BROWN FINE SAND SP REVISED DATE: 9-19-2023 5 MIN conformance with the Department's requirements. COMMENTS: NO WATER ENCOUNTERED QED REVISED DOE: 9-20-2023 Submit completed form WWM-080 as roof ��� 1 Oyu REVISED ATE: 9-21-2023 p p �" c fi� EPTIC P FZ FILE 4 a U RXL TALGAT BUILDING PER�iiIT SET ARCHITECT ,.,y,� ,� ; .;� f,,�,:, f,.. ;, ; '• 'I � � � 4 .�•� rt 436 7th STREET' 4 S EET SCDHS SUBMISSION GREENPORT, NEWYORK 11944 ,,� �..; r, '', fl,'�'•,;�?:' ,,, ,. °I S �O'F'-�1� (631)477-8963 I ( , E J I i t '4 , END PLUG OR STOPPER INDOORS OUTDOORS MAX GROSS FLOOR R AREA HOSE D INAGE CAL.. ULATIONS LOT COVERAGE TABLE POWER OWiS CONTROL PANEL SITE AREA TOTAL: I�,�V 2 S f PANEL IN NEMA 4X ENCLOSURE GROUND E AREA OF RESIDENC: EXISTING15,a(02 _ - ° LUG �•, dPyrM r,l. N G 2 3 7 6 6 O SITE AREA TOTAL• I P 62 5f ��� ��'� NO FIELD N PROVIDE TWO 20A, 2#12,#12G IN SCH 1s1z fa1z, CONNECTION / :�..-�.. LU 30 ELBOW 1-POLE CIRCUIT zoA 80 PVC CONDUIT A120 ;:DRY::WELL AREA x 1R INFALL x RUNOFF FACTOR 224 SF x (2/12 FT.). x I.O - 205 CU. FT. ALLO/ AE3LE 6RO55 FLOOR AREA: 2,552.15 sf Q BREAKER IN HOUSE 60°WYE POWER PANEL 2QA zdis 1#12, 2#12, .� (5)N) exist I, STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE dd,ss .,za USE (3) S' DIA TER x 4' HI H POOL FROF'OSEID BUILDING AREA TOTAL: 2 460 sf W ! ' / RESIDENCE: 123q of 1.51 % 1635 sf I0.3 % DUPLEX LE AIR (5) S X 4 5TC R DRAIN iR G= 506.1 CU. FT. / p, �j INSTALLED IN WP ' SCREEN PORCH: 0 sf 0 % 2�il sf 1.55 % ENCLOSURE COMP d FINISH GRADE PROS)DE:D REQUIRED FIRST FLOOR EXISTING: i 23� sf GARAGE: 230 sf 1.45 % 250 sf 1.45 % t 506.rt GU. T. > 203 CU. FT. G SEWER LINE CLEAN-OUT NOTES: SECOND FLOOR EXISTING: 554 sf SWIMMING POOL: 0 sf 0 % 5,76 �J"f 5.65 % 1GRA EWIRINGW/OMIN.SCH APVDCCO UIT S } ► MAC 100 BLOWER DETAIL ';i •;AREA OF RESIDENC. NEW FIRST FLOOR ADDITION: 3�(0 sf DETAILS ALARM M `' 1�iRY ;WELL AREA x IR INFA L RUNOFF FACTOR SCREEN PORCH ADDITION• 2�I sf TOTAL 1,46a sf Q.26 % 2,-i32 sf 1�.21 SINGLE LINE DIAGAM PUMP r •' r ' FLOAT EFFLUENT FLOAT 687 5F x ( /12 T.) x I.O = 115 GU. FT. SVNTCH PUMP SWITCH D,sttaeunoNeox U5E (I) 8' DIA'M TE x 4' iHIGH POOL � FINISH GRADE /` � "• •. ^"'�•� an uFivu[T0r0 CHAMBER Vo wnc X 4' 5TOIR RAIN RING= 16a.a GU. FT. L'HOM .R.A. EDIEU LAINIE E�,p„ lsfi.­fich_b� 39'/ ,=T 1`,i''' " ' ,� //��/ ��•+� PROVIDESPEEDLEVEIER cnw°EAIOPROr,W Aumb:c Fdvaeoe CLwber 3% ON EACH OUTLET A.-Contact F:il b.C2 I_ Iel .RDMo .rP.E90 anal Volam• , 9 ' ` •�'.. > 115 CU. FT. TD LEACHING POOL 168.�1 GU. F DWELLING PROPOSED NEW Al OWTS SEPTIC SYSTEM � .I � JA I�ifln(cction,:hamfier 6 s o w ''. J`'`,'.-; , � ':�.'• , FORA 3 BEDROOM RESIDENCE H' rlTa..R N Aa bfro M,1. PP/PB F,tin Rare 32°/ r USES PUBLIC WATER �- Boar Awb'm a PVC PP PB Fi:m Rem 19: DRYWELLS (DW) CONNECTED NEW FUJIGLEAN GFN�•TANK (FG) �. ., r A/ � 17 THICI(FlLTER m � Aerobic MMu NN/PS F',Lin Ram 55°r. • 1��1''�' e I�• L: M {L MATERl4 TYPE1 N/F BLADOS JOSEPH III _ o v _ ( ) B'�� 'B`m p TO ROOF GUTTERS AND NFW D15TRIBUTION BOX DB PP FF. neana,,,,roH v. Lowevac NFW GLEANOUT AND VENT PIANv>Ew Uianiamnt a �, m rabl a •1� B aaa„co.•a,1 r,u,x/G.tt Iron N/F BLADOS, LORRAINE Ul o � - DISTRIBUTION BOX � DOWN5POUTS 0 LU - EX 15Ti NG (2) 5' DIA x 6' H 1 GH LEACHING POOL (LP) NTs 1',.1`: '' •p I `•' 10 - I I L owooemxo ,• :�{` I_ 'I�,.' 4 FUTURE LOCATION () ,FaPM1DL6 ,�:r�, xa,ww,t ,� •�«� L TI N FOR 18 DiA x 8 HIGH LEACHING ` " ,:.r• ' N 6 5° 16'4 0"E POOL (EXP) carrrcrwaoc[ 1' n: XI5 < INS z � N p v v �- � 241_�11 � rpxA+aomv {f .11•�i!s`f'�, 'I s.Y* /r�.,,'6,`,:Nr«'I'i'� 1•,•I• , /1UN � I \� k! I �D +cn TEST HOLE FL 23.0 -SECTION s w , #/X`� '}��� LINE (/�J N' SECTION A-A VIEW W/ ` i.s \ I I ,1m !/ M p �'- �.•- �� �.- -� -.� �� .�- .�- .,�.y a` �t[Ii:L''1ry 7 I;y.•, .I R/.!I "i 3:• 1 V✓ .I. �'���;;��'���,r:; `p' ;:..', �U�� I Cl W TER � DW � FUJI CLEAN CEN `` `. FRONT YARD SETBACK10 p A DWELLING PRINCIPAL STRUCTURE SETBACK ADDITION °, , '...,..,,�::. .,, ' 1::,•r:'"� I ax4 'i.uod„'P t.+\1'x f,':i.+.^ :i„`I>•.", , ATTACHED TO MOp.4'X4•POSTS TO EXISTING _ I USES PUBLIC WATER 1't't•.•'t,'�' 'J'Yri;'1•+t'r'':;M1!.,^. °.`�. `+ , " , ATTACH PANEL TO MCA WOOD PANEL N/F CLERICI, JOSEPH C RE S I D E N�/E POST DEPTH 38"MIN.BELOW SURFACE N/F CLERICl, DIANE 78APOWERSE BREANEL .�q17 14' USE BREAKER AIR COMPRESSOR CLOSURE exist POWER LINE TO FLOAT W/BASE 8x4 F.FL. 25.0 EXIST AIRLINEFORALARM TREATMENT TANK [{},41�h;��, 'ry';+'+''i"r'..h;•" •:':pELLING I k I I 76A POWER FOR COMPRESSOR ^It,Jy...h� ,6�In,y`'',`1',s.T '.Iit.�,�,• AIR LINE !i���',4'„7'.;i��ll s';'7•fni I.�1•,r�.:,��:: .•�. .. ; SWIM •1� �f�,' •e,::w•L;^• :;•� ..l..r.^.; USE BREAI�R 'PUBLIC . W TER �M 'IANSD RF i ::A : :r:M„' . �,w .. ;: ;-:►:'.-;• .,,,:; POOL t, ::. �`�.- �.: SCREEN ' IS -3 DWELLING y)F',: RQSEMARIE MANSD OR. � .a:••[• :.+rN:td�•p•r� ::�.d-':Y<•s j.: �,.. > ', '���' r'J° ''; , •A• :t:., sYn .y `'..: C'. PORCH PUBLIC WATER , .>::r:'h:•�` '' '• USES ,1 , � " .•,:' :{:1. L L ;a:Y` } ADDITION _ N F GAZZOLA I BLOWER AN D PANEL DE STI AIL '.i :.:•::.. "vr• l' •4. .1 ON NEW O N F GAZZOLA JUNE M i 11 :.{.. _ :w.,R•' DECK NEW DISTRIBUTION BOX EXIST ,t. .:. ��:• •'� r" ,x" 10 ACCESSORY Z WOOD lyre. r' STRUCTURE :,, ;:�:.1:,• w;= + I SETBACK Ld STEPS ;': r 25.0 OLD LP150 T. RADIUS: NO WE OU> EXIST WA L K WA ------ LL5 FOUND CL ) 00 FO SHIPYAMU LL v.d �:r�,,^, c.�.!• •. .:.: •i/ _ • .. • f-�.0+ -- ------ 10 - O 0 J .'t,^^^•;s' :`"y a :":::'.t;.'„`. .•y' ',.: { = :r REA ARD 5ETBAGK :�. N, :r:> �;._..;{:;' 4 x8 DRYWELL FOR R1(' ' � wry + ;J.r � ., ..:.: o c4 PRINGIPA TRUGTURE SETS G ® ® W ��i. :;;: r.,,,;; :,,•r.:.. yr.�.:,,...:;" �i� �� �p K FOOL BACKWA5H i 0 I DW ;P-Xxl wxist i t EXPSUFFOLK COU TY DEPARTME F EALTH SERVICES ax4L_ - - - - - - r,..:.. :._.:.- •:'�:._ .•. .A, .._ ,; - - oo PERMIT FOR APPROVAL OF O,;..•::': : r CONSTRUCTION FOR A r ti:. T > L,1..5 F O 1 ) �+• -� 'O I �•p ti•.S:' '•Cs":'S.::;`.err.. •1 'f,{> �/J V, a1 0 V• y' • ONLY lUS rn z min = X � G �: N SINGLE FAMILY RESIDENCE . .�. 150 FT. CTI ' EXISTING GRAVEL DRIVEWAY �_ ..._ DATE 10/3/23 t .S F O. R-23-0977 SO4005'00"W ELEGTRIG LINES TO rnN � 180.00' APPROVED n IA OWTS EXISTING SEPTIC TANK rn ,.�" •,:. y� u MAXIMUM OF. 4 BEDROOMS ; , ? ;.,;: DWELLING EXISTING DRYWELLS TO BE REM0I�ED o r'{., r?!•: "i'. r ,.,'�;,:{.,':,'.. ; rt,'` = ADD NEW Al EXPi YEARS FRO D USES PUBLIC WATER I SEPTIC RES THREE M ATE OF APPROVAL (DW) CONNECTED TO N/F MORRIS ROBERT C Jr TANK FUJICLEAN ,1 ''"'' rv1a•,i P'i''' h:;=;'ad;�.'t .:ti ,.:�n�:1 ;:,.t .wr..• 't:': ROOF GUTTERS AND EN-i TANK (FG) C RESIDENC FIRST' F R EL 25.0 F DOWNSi�OUTS GRADE :LI ELEVA ION 25.0 FT. IS I TE DA NEW GLEANOUT AND VENT 20' VIA H1PE SECURE HEAVY POLYLOK SCTM # 1000-64.-5-2 COVERS T GRADE AND SAFETY SCREENS i' BLOWER AND PANEL Design Professionals Certification Required. PROPERTY: 155 Old Shipyard n.•'R,''•'1,��'r .� : ',:. �.�• ,:�:' a BY POLY K TYP R PERTY: Ln :��; •,' r'`. ', ; I:,:HAy;:+, CLEAN OUT PLACED AGAINST HOUSE :,' € 24" DIA HDPE sEGURE HEAVY POLYLOK or R.A. Certification For i AND. Submit P.E. ADDRESS Southold, NY 11971 GOVERe-To GRADE AND SAFETY SGREEN5 OWNER: Nancy Lieberman BY POL LOK TYP Shipyard Ln �, .��;�',, �, ���',:':;'w,' ��• '� � ( ) 155 Old Shi 2.0'`G�ST The Installation and Construction of the Sewage Disposal System 1,a*:�•,u:,t• ��,�,t�?•:;�.„ •i'{,; !:; IRON PIPE GRAVE LINE EXT' THRU 2011 -f HOLE HEAVY ELEV,��4TION±23.0 FT. POLYLOK D-Box W/ Use Form WWM-073 Southold, NY 11971 FOUNDATION { 301"1-R RISER TO GRADE TEST HOLE SITE:F ZONING: 15,862 sf 0.36 ac , •,. a44 ;;i. R-A0 Residenti al �, ; ',' •f�`'..,,,:�•� NO SCALE t � 31 �4;�°•, ,��.,,�� :f I` 4 MAX. SURVEYOR: uk urve in BY MARK McDONALD GEOSCIENCE R: Kenneth M Wo ch GRADE LINE y Surveying, PLLC ELF-VATI ON t 23.0 FT. PO Box 153 iP L A'�%Mm SOUTHOLD, NEW YORK 11971 �,,�h ,^,,41 ,s,.., ,,•.,ry,,;,l � ��� �� ,� TEST HOLE DATA 9/14/23 Aquebogue, New York 11931 14 4"/FT. TOP OF POOL + 21.0 SCALE. 1 1 O O License # 050882 4 DI FU.1(GL'EA II ELEV. + 23.0 DATED 10116�022 sDR-35 4 DIA 5DR-55 I GEN 1' DARK BROWN LOAM OL E. +21.65 ir;�s I IE: +20.q'7' IE +2o.Sf' LEACHING LIEBE "RMAIU C E I POOL 3' PALE BROWN SILT ML = SOUTHOLD lE. +20.6-1 Q DATE: 6-27-2 23 NEW YORK - REVISED DATE: -9-2023 BOT OF POOL + 15.0 Abandonment of the existing sanitarysystem must be In - REVISED DATE 8-6-202 3 \-5 MIN � g y REVISED DAT : 9-6-2023 f GROUND WATER 17' PALE BROWN FINE SAND SP REVISED DATE: 9-19-2023 conformance With the Department's requirements. REVISED D E: 9-20-2023 IN COMMENTS: NO WATER ENCOUNTERED �, A •�' G�,S, REVISED TE: 9-21-2023 Submit completed form WWM-080 as proof ��'� J�,a� �1c '� �0I SEPTIC PR. FILE I yy f UR,,�LTALGAT (N.T's.> BUILDING PERMIT SET ARCHITECT 436 7th STREET \ 4 GREENPORT, NEW YORK 11944 i S C D H S SUBMISSION �F>w (631)477-8963 ,,. - - -- - __ - - �7.1,�` j's ., '' , t �I'' 'wl'' ' '1' MAX GROSS FLOOR AREA END PLUG OR STOPPER HOUSEINDOO OUTDOORS �" ";,j•:' RA I AGE CAL. U LATI O N S LOT C Oil'E RAGE TABLE POWER OWES CONTROL PANEL $; ,+ ''j :''; " PANEL . ',', IN NEMA 4X ENCLOSURE GROUND LUG $''';I,',..';. / SITE AREA TOTAL: 15,562 sf :i,;';?,�;°rl'':+ :.I;i ►R�E� bF RESIDENC: EXISTINGIll ��.�•mow._ NMI 4 2 3 7 5 6 G - _F •• NO FIELD �'1,;;.; ,, 51T TOTAL: I�,862 sf =-,-I-_--.- W 3D`ELBOW912, ,,i14 , 1�R?I'�''WE'LL AREA x R INFALL x RUNOFF FACTOR M -"" N PRI-POE CIRCUIT 20PVC CONDUIT ,sq 012 CONNECTION 1-POLE CIRCUIT 20A 80 PVC CONDUIT s12o POWER PANEL 20A �pl, ,t11''.,• !• .",. Q BREAKER IN HOUSE �'I., -a '''?" - ALLOWABLE GROSS FLOOR AREA: 2 f332.�5 sf . 60•WYE -IS 1-2, -12, :' ;r,, ':' 11 exist . 1,224 SF x (2/12 FT.),- x I.O - 203 GU. FT. STRUCTURES EXISTING PERGE TA" N GE PROPOSED PERCENTAGE .,z� 012G AL: 2,460 sf O DUPLEXRECEPTA LE AIR �T�4";',I°�;r, `ti ;' ` U5 (3) 8' �I,�� TER x 4' HI H i�00L PROPOSED BUILDING , R TOT RESIDENCE: 1,23a sf 7.81 % 1,635 sf IO.3 INSTALLED IN W' COMP WEATHERPROO .� ,,1'' 1'.a,.�;p,Y:'.;S n..''i ill' �� , } i�;; '; " 1 ; ;� (3) S' X 4' 5TOR DRAIN tl G= 506.7 CU. FT. 5GREEN PORCH: 0 sf O % 2Q1 sf IZ3 % ENCLOSURE ' '�'`'`''p `' PRO�IDE.D QUIRED FIRST FLOOR EXISTING: 1,2��f sf GARAGE: 230 sf 1.45 % 230 Sf 1.45 FINISH GRADE O NOTES:f I,li i, $�Ykf:i.�•' .�t�.„y r.t ir',r t •;'LI I"";� , Iii�"a,,J_:; ;'; i, -; . 506.1 CU. T. > 205 GU. FT. o o SEWER LINE CLEAN-OUT N1.PROTECTALLABOVEGRA AND BELOW Owns f , 1 ,,, GRADE WIRING W/MIN.SCH PVC CONDUIT SECOND FLOOR EXISTING: 534 sf SWIMMING POOL: 0 sf 0 % 5-16 sf 5.65 /o M 'd �'` >' '' RE ;;OF RESIDENC: NEV1l FIRST FLOOR ADDITION: ��6 Sf MAC 100 BLOWER DETAIL DETAILS `y`'� ` '•°' �J" GREEN PORCH ADDITION: 2�i1 sf TOTAL 1,46ci sf �i.26 % 2,"Y32 sf I-1.21 % SINGLE LINE DIA AM ALARM FLOAT PUMP ,'i "i!, •;,1� , Y''::1NELL . AREA x R INFA L X RUNOFF FACTOR FLOAT EFFLUENT SWITCH PUMP SWITCH ,1:,. : DY �-A�) 66-7 5F x ( /12 T.) " x 1.0 = 1 I5 GU. FT. 1 ,,;1, POLVLOK•18• +� ;',,I YT,d:,J �� ::'1'r,,Y 1 I DISTRIBVTKRI BOX •1?,•F.r_BPNE �,• t 1. : ' U5E (1) 18 D I AM TE x 4 I f•I I GH PooL FINISH GRADE M "• •. �"�� .1 , L'HOWIMEDIEU LANE ,•n,Ervuw CHAMFER Vobmle ' i ,' l•' I Espy Srdrm,asstion(Laml+u 3v'/ � ::,' "..:. ' '`, ' (I) `a' X 4' STOR RAIN iING= 168.�f GU. FT. - `; , ,.Y;; ¢¢ I 1 I 1 t ''I•, 1 \/ }r- //��/ FROM OWTS CME:v,P WrtETPPE Aaobk ConradF11k.-._,m 181 17, , 1 P,RD 7 (�i.D - REaU I RED PROVIDE SPEED LEVELER msAOIT-EbwV, Aruaobs<F,kayon Chemba W � off EACH ounEr r +•:;, I A nl.....afion Cbamher 6 I„t',,- I• I' I 1 7TO LEACHING POOL Tnsal Vohvne 1 9 ;wi:' 168.�I GU. F > I15 GU. FT. PROPOSED NFW Al OWTS SEPTIC SYSTEM DWELLING _ - FOR A 3 BEDROOM RESIDENCE ti ,T o� s , Tr N yy HLr Arm•n,bEMedWa PP/PE £sll6s Rase 32% i i i-•, r 12•THICKFILTLR Aaobk MWu PP P8 r,6b W,e R �,�,;:',' USES PUBLIC WATER )- _ m _ gi Aa ,, PVC PP PE F,fi DR1'WELLS (DW) CONNECTED a NEW FUJIGLEAN GEN-7'TANK (FG) M,TER�,�PE, Ra� "% HI— 28 d. - ' N/F BLADOS JOSEPH III TO ROOF GUTTERS AND - o � -'"� bnk FRP ; ,;,.;'; - NEW DISTRIBUTION BOX (DB) � U aHP' ,>wa�E� P, PVC PP PE 0.QVO.bW1p(M IIIIFA,a11p O.EMlp) �::.'". ,:,.,'.," / p E Aa<ss Co.as al"/Cattlron ; NTS V -'I ;" N/F BLADOS, LORRAINE DOWNSPOUTS 0 � � - NEW GLEANOUT AND VENT DISTRIBUTION BOX wTabld DISTRIBUTION B PI AN VIEW +,ml aar ' y�C ,'�.,,`;,;',,:;, ;z::_:•!",.;;.,, ,,';': p EXISTING (2) 8' DIA x 6' HIGH LEACHING POOL (LP) . V raw.q tD P ruNnp E xuwa xE wo x wnpe ''1r`;r`1'�I,�' .1 i;y:..=i• - p.Ewwp �4,1;.„,,t„ 1 . , �,;'•; ,; FUTURE LOCATION FOR (I) 8' DIA x a' HIGH LEACHING ' " POOL EX An�E �iP:',,,. . . .r,:j.,:,. ;' N 65 16 40 E ( P) AHr LTM qA ` .!',L '. �I .;n 1,11'1. ', +25.0 � u� 18 0.0 4' m ? ®I t X = �, .;, ri. ::. - t. �I;'j+:� ';�,,:f.•��';: 1.:;``-; Y I'• � 1 . 1�X I d I l�l� O Z tu (�L•J(�J� 24'_-t H -1 tv noe¢alEa[ -- ���. rld.VBEHBty ;;.;- (,y ,;.`' ' TEST HOLE EL + 23.0 , , t,. UNJ� RGR 'UN� RIB- Q 0 -] Cn I � r' ' ",: :;:';1,,,, " - ._ _ _ .� --_ _.._ --- sacrtorr svrEw SECTION A-A VIEW F <<:.':{: }',..`.:�.., , WAR O o FUJI CLEAN CEN I �. - ., PU1� 1 �i ;a „I'!'°jr ry:" �,; ,,,,,. ',:F p FRONT YARD SETBACK DIN DWELLING11 y j,';,'.�"t '.!" ,;..;"�;h.•;. '.:,; p PRINCIPAL STRUCTURE SETBACK ADDITION A . 'h;,,,"! :- 1 ` I ax4 ATTACH ACHED TO MCA4 DPOSTS , USES PUBLIC WATER ,A., ;a..:''. ,,I. ','', TO EXISTING _ CE 1 , POST DEPTH 36'MIN.BELOW SURFA + ' :'S I I 1 DW ( ( N/F CLERICI JOSEPH C 3 ,'i.. • . RESIDENCE - •. 1 ,, ,,�I. 4 .'11,s".' ..• �,,• ,,.:;.:,°>,',;1 . ;.;.': exist 14' a;:••,' •'''iy'•.• •; ; , AIR COMPRESSOR CLOSURE ��•: �� N/F CLERICI DIANE 16APOVNERFROMPANEL 1 'jl�tl'�'1:: 6�,"is;:,"A/i:j;. [#y I I WlBASE y. -p.$:;, �' :�� bT+ly.i�.. r' I E- ax4 POWER LINE TO FLOAT ,'+ i`i:• ,t .;z,. `, f• F.FL. 25.0 / U�BRE FLOAT r4:,{h'vy''' '1••7'';'t:,,1�y�,'.,,• `!" ' . I e / AIR LINE FOR ALARM EXIST AIR LINE TO •.� •. !• �/ TREATMENT TANK OA2 COMPRESSOR f ;DWELLING k SWIM USE FAKER It9,'.1v111r?I •, I 16A POWERF :;I,,r , USES:, PUBLIC WTER - :': : . . .. x ' '...1lMANSD RF , `,:..-,.;,.,'•:.-: :� ►:<'.. POOL ••_'•. M17 r .. 'L,I^'`'' - ": •'�'',ti.t,:L. :SY'" 1'�\x���~,,,, .hw •'• [„. ,,,. SCR . �° 13 -3 I DWELLING ARIE MANSDOR _ ;,- :r . . ;, :... : : . // '.r.:;RQSEM *:::r;. �,I*' / :[•:. .::? �1,.:,L:..rLs.-t �.� :tip`•.:'.. I!'i:,t- t' �•i' {, -r':'":.. •'t.j..;:.'Lv'[' ••':••, r. PORCH - _ / -" " ..1 .: �I...: �:h., - USES PUBLIC WATER . ,.t:?' `: {J{{j .L :Ant h;e' [i :•,•"� I .a.y_'• ADDITION N F GA Z;� ',"' . a : Z OLA JOSEPI� C t. _," / v I , :'�'� ' .SST •;:�:�..;:� - �:; r ;1.. <: :[.:: �: i. ' ' 1 . I BLOWER :'. :.,� ,.; OWER AND PANEL DE AIL 1 . :: ' _ � 1 ;' _ ON NEW N F GAZZOLA DUNE M 1' �, 'I, .x•A. I ''..R.: ,. h 1 N ', 1 A.4^ A :�:K DECK N W DISTRIBUTION,;{'. ",,,; r, a r� 7]JV. rl. P�.i�''L 1, ril i,. , 15 ,,- .''1' f{•,�h''41M.'�� ."1!' XIST ) ,;, \ a :3.:•:":•."•'•♦ !..1=,:•'a' a ••..A BOX 't•e I''1 r Ala f,7Y �I. `w•7•:::! r`. �:I .,' WOOD14 ' ...: STRUCTURE •,,' i:7 T/.':' t," i '�--• .L.• :.i•. 1. •..,y.. •<,•.,.w:. .•�:� .i�•.•r: m F, .';, :~ I SETBACK STEPS ` ;:: '. '1 + 'a. 1,,1 ,, 23.0 ',; ��//,, 1)) rid, 9,71', '��;�" f'P'i r I'' •' ..a.:'• .-',' rr-�•""r'at -111 R �'. � - - .. i50 1=T. RADIUS: f °r•r. P. hi : :�'L _ O WELLS ,I,{..:,4.;1' ,�:,. I:; 'A - . ••: ~ �=:'`_ ..:.t:..; :° r. •.A.. I'll DB LP FOUND $�.,'.',,.r', 1 -, ,, ` .iP. :' C Q,�..,:; `�=:r, a:Y: ..,. EXIST WALK I -*.*. '�$,;.i,l f`', I'r x'• ',,e ".5i ..I�' '.1 = :S,n^' ;i. -`•"-- r/ I"�,,,, el 11- 4!L{bn ,,•• ',,I "(�i I'' ,li "I' I //''�� O ,•a.[•.`� ,t'.':': ;:�:•„ti�wI A ;[' , r 4.":!, .P+ I h aAs 1 t f i' P, k' y 1 r CL w _1. t.;`:. ;A• ,+t.. .t ti.".i[:`d l-; -- .-..... O O O 'Ib;,,"1i1i11 �7H.. ",,,� 61� I A'. ,, �•.. .: y�• t't.. ['.:*: �+.' " 25.0 . ' ._. FG 1 ,,r�, ^I�;1,11 �1 d4 '1' I' � PYA 1 .}t::,l'•.'f�-A�.: dj t •-,-....- •t1,F;, .:7 t,l F- '''r i�'-i.'": :i)',t' "i,V pp L-1�. '^ ,:i_cJ FF �y. ..fi� •i 1 t: :•.• tc: 12 '�9 ..4.1 i '' "I.a wr-"5`' 1. Oj •'t• ..n 'ova•" `':1' I 1 ;'.�.I„. ;i'. ;i fi o .:, _':. t,:r:r'= REA ARD SETBACK ''$,'-.k' - /°51,. `x;' 'r. '1''' y, f ir' '•L, ',.:r'. �r. ,'e,°.;' Q, I '+,'�,�,1 �.1' .', '1x:' .4, r`. „�.. t 1.}• Ct. •'' ` 4 XS DRYWE �b'S!�: :,•vl �v.t:!; .,', ,�'. ,q' I, .,".ti L,.1,"�r !•: ." ;;�� ,� LL FOR ,...,;';:..t� �'>y c4, PRINGIPA TRUGTURE SETS GK 1}-�� /�1 1 dI46�'11,'1' :I'• ;.�,I,,�.,.,'i.' „L�,�I'', W =s•^ 00 ✓I'♦ ,:Ir _ R® D �,:, a:. /��) FOOL GKWASH ,`a A�',,l� .,t A ,'rn.,p�,'.r:M^'' .ii .� r ,..Sa >r ,..., L"•••.,''' ✓ \O % `11 #rvl+�Jj , t{ ,, I _ t Ll_I '4i,w,',; .',, " i exist exit EXP . ; '_,,`,;';�� a is ax SUFFOLK COUNTY DEPARTMENT OF EALTH SERVICES ,� i ,,; i . L J ,/� ,,'$i?.ci:l.',W,; t` ,,. i '' .•.• ti, �ti J•, .:i`[ � ;`_�••�,r �';r;� cn .: .,:t . 4. =` : . *-,:,-, 00 PERMIT FOR !"1PPROVAL OF CONSTRUCTION FOR ;';$ ' w' R I LL.,-5 �O �, ..,:�. , �f < I �,��US: rn min -, :�: 4 ;` # �'� �, SINGLE FAMILY RESIDENCE LY I r'1''O,!. I'~''• ,. I�O ��• 1 _ /`� /�� {s.i r •.V• r t:.� y}[t. 1. : :.,: 1'',ti'' 'p EXISTING GRAVEL DRIVEWAY7 :,:;.-• ' :,,:,:: -�r•• I / c: � +2�.0 23.0+ DAT 10/3/23 .,,.'�' F 4. R-23-0977 o > » p , d ,_ - _ S64 05 00 W 180.00 ppRO�/Ep (. " / , ,x. • , ELECTRIC, LINES TO M n 'k . '- \r I I IA OWTS EXISTING SEPTIC TANK rn FOR MAXIMUM O V 4 �;;`a. '`I, ,,_ "j.,: TO BE REMOVED �' UT F BEDROOMS ,., / , , .. .X ;r.,, DWELLING - EXISTING DRYWELLS n YEARS DATE O APPROVAL s;:'r''' : :;:>;;;,r,.,,:-_ ' ADD NSWEXPIRES R ES THREE ;, ':; r'j'.. USES PUBLIC WATER AlAI SEPTIC E REE YEA ; :H,.�r., : ::;;..;.r ; ,, ; L ,,' .� .,.•i; `+,;, ,F,'I,. (DW) CONNECTED TO TANK - FUJIGLEAN . „r:',. ,r, :I: n N/F MORRIS, ROBERT C Jr / ,,�t;�:k,;`�° ' '';T,F;;e.�:r,;i.;: �' ROOF GUTTERS AND ;;-,5 ;�t:. . : ;'." ,;,,':. I j GENE TANK (FG) "'`�:°' ;':;:`'". ;' `' RE511�ENG FIRST- F R EL 25.0 F DOWNSPOUTS ;';``�1" '° :; '�;`<; '? ::', "t' ' GRADE LI ELEvA ION 25.0 FT. ITE A , ',, " ' Ir „1" NEW CLEANOUT AND \/ENT SCTM # 1000-64.-5-2 . / _ , I ;1,',+'r�.'t r, ',;g,•;,, ,5.,;;1},,, ,'� 20" DIA H PE SECURE HEAVY POLYLOK . '".'`: "55.°_j;�'�,`'i`;, �''' COVERS Td GRADE AND SAFETY 5GREEN5 1 ,•,;. ,;r; ,. ;.+;'z: ;>;;;; .,,'' I �' BLOWER AND PANEL g q Design Professional's Certification Required. PROPERTY: 155 Old Shipyard Ln BY POLYLK (TYP) G I N T 11971 / ,,,,.,.. IC. s PLACED A A S MOUSE Submit P.E. or R.A. Certification For ;, r. ' ;' '�Rj:i':; L S outhold, NY_ ';. `' '•�: ' .',• %,:,,' CLEAN OUT II ADORES S : {'_� ° ` '' =`''" " ::i/ 24 DIA°HOPE SECURE HEAVY POLYLOK OWNER: Nancy Lieberman ;';;:,° '"r': ,;,;._:;' :`@_.; ;: ,'' AND. VENT i t ;�; ;1�, �, ,,I; '`:'':}:'.l%;+�'''�,';;:: �1: ' '? COVER -TO GRADE AND SAFETY SCREENS The Installation and Construction of the Sewage Disposal System 155 Old Shipyard Ln ,; ,,;. "� : 'I;'; ''.' 2.0''CAST SY POL LOK (TYP) n°`;�:., ; .,;.: tr,•• ; IRON PIPE GRAQE LINE II Use Form WWM-073 Southold NY 11971 _. '' 'z' ``"";;''` 20 7 HOLE HEAVY '1 '` , ': EXT, THRU '''''". ELEVATION±23.0 FT. s jo:"v:,'';' 1 I F' POLYLOK D-BOX W/ ,1,�'4,r': ° -, ' ` ,j FOUNDATION TEST HOLE _ a :l'�'T L 4:. '•.,� 1 3017-R RISER TO GRADE SITE: 15 862 sf 0.36 ac / , �W,,..'-, s.: '.,}....,t:�l,,; f \ 4' MAX. ZONING:+;µ' ;, ,I,.' NO SCALE R-40 Residential ; + BY MARK McDONALD GEOSCIENCE SURVEYOR: Kenneth M Woychuk urveying, PLLC ;%';Fj '` :;: GRADE LINE f1r`b"'.t;''` L.`` t ELEVATION±23.0 FT. % I �, � P L A'% N SOUTHOLD, NEW YORK 11971 PO Box 153;,", 1 quebogue New York 11931 , �I,.,, III �� TEST HOLE DATA 9114123 License # 050582 ', ,., '1 ,, ,., 1 I,, : ' 4"/FT. SCALE. 1 -10 -0 }: :;q;',.,V 4" D I 1/8"/FT.( TOP OF POOL + 21.0 �;;:;, ,;, .,� FUJIGLEA 411 DIA 5I7R-35 ELEV. + 23.0 0/ 1 5DR-35 DATED 5/ 022 1,1l,,i ',.,,•" :." ;t.' IE. +21.63' C, N 7 1' . DARK BROWN LOAM OL LIEBER+;,1°I , . i . M . �1,;,;,1 ,; „ ,. '' ,;`IE, +20.�i7, IE +20.SI?' LEACHING "+ `I , ,� u ' %' POOL 3 PALE BROWN SILT ML = 0,`,, ' "' : ;:,, � IE. +20.67' 0 DATE: NEW • r r SOUTHOLD 6-27-2 23 W YORK , ,: ',',:' , ::,: ! REVISED DATE• -9-2023 j'1 A „I°; ,;;;;', °"''1.,.111 "' `.' � BOT OF POOL + 15.0 Abandonment T- ATE �8-1 s-2023 5; . '" �' °`�_ ""' '`;:, \-5 IN of the existing sanitary system must be in REVISED \ i REVISED DAT 9-6-2023 ATE: 9-1 ,;L, i ( GROUND WATER a Ce with he REVISED 3 J } 3 MIN conform n t Department's s requirements. 17 PALE BROWN FINE SAND SP REVISED D E• 9-20-2023 '�` ` " ' ' ;'"''''' I_/(11 COMMENTS: NO WATER ENCOUNTERED .I�'�'�ED�fi'O REVISED ATE: 9-21-2023 - '" ., 1 '��{{�IYIY'r_', ± ; Submit completed form WWM-080 as proof a� •� (�r"IT�I`,,I',O t '1, V I j +,yam/ iR ` : ' ,.`I :" TIC ` �� U R,AL TALGAT '�,,�.�:!",; �, ",'i'," ,y N.T.S.) ARCHITECT I In , $�b, , a ; , ,{ i BUILDING PERMIT SET • r I'$I `'; �� 4 .4. / 436 7th STREET ,•1i. i 'N - "', : ,."`. SCDHS SUBMISSION 'i'Y ,y;r.�:,i. '','!= �',r 17,.E 'r:', :;V i ,;y 1 _ j O GREENPORT NEW YORK 11944 ' 3 E �,I 4 ,','� I '� -N (631)477-8963 1�i i,�,,I M Y,A,/,1,. 'r' �,:',', i" i . 4;wi`'e,1 �,.'', ,', . I,, �•. , 7 , ! i I i "",L . S.C.T.M. NO. DISTRICT: 1000 SECTION: 64 BLOCK: 5 LOT(S):2 i D POI0VE L'HOMMEDIEU LANE LOT 95A S E P 2 4 2024 D I � oLWMDING D . P o T0m1 t_)1F S01,T N I � N65-16'40"E o.8 N 180.04 r FL.-0.6'N 4' CHAINLINK FENCE ' REMAINS OF WOOD RAIL FENCE 0 5'E Z 0.6S 0.2'S _ 0 1.2'S m r 0.5SCn x Q 2.9'W ww^^ CD X V\ O w LOT 96A C O O 77 18.6 : ;.;. .;.;.•.•.•. . `V a,:•:••:• WATER LINE ::=:I: ::: : ::2 STY FRM. :::::::::o: SCREENED .DWELLING:::;::::::::�N' DECK' PRE-EXISTING •-'•'Z-'-•'•'' z o• #155 LEACHING POOLS WOOD io. I A . . . . . . .:::::::: : L.P. o:•..: n STEPS . . . ;.: 18.4.;.•.;: c�... p r`�:'vWi:�:';:;:;:;::••:;:;:;. GRAVEL .11 s�Pric Z ' o:�........ . . . - ^ o0o LOT a F� O : .•�. : : :•:•:•:•:•: :� C.O. WOOD L.P. o U U STOOP D.P. 26.0 :: U CQ X X 4' PDX/WIRE FENCE GAF 21.9' Z GATE GATE O q lv ' F- N:::.::.:..:.... POOL o GRAVEL DRIVEWAY {,::GARAGE:::•:• EQP. L.P.A O W01 0.4'N 12.7N s'N 4' WIRE FENCE 1.4'W o_ MON. MON. 0 0.4'E 364005'00"W 4' VINYL FENCE 180.00' 6' VINYL FENCE 04'W 0 I SEPTIC LOCATION W _ POINT "A" "a" LOT 97A 1/A S.T. 40' 38.5' D.P. 47' 46 THE WATER SUPPLY, WELL$ DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77OVS AND OR DATA OBTAINED FROM OTHERS: AREA:15,862.50 SQ.FT. or 0.36 ACRES ELEVATION DATUM: UNAI17HORI20 ALTER4770N OR ADDI77ON 70 THIS SURVEY IS A MOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSRTUT/AN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT 711?ANSFERABLE: EY ARE APPROVAL OF CONSTRUCTED WORKS FOR or INTENDED TOOR DMONUMENT THE PROPERTY LIMENSIONS-qiOIW HEREON INES TO GUID THE DEE THE TY NEREC77ON OF FENCES, ADD770NES 70 7HE S7RUCTURES ARE�S7RUCRIRES OR AND 07HER IMPROVEMENTS A SPECIFIC PURPOSE AND USE THEREFORE�EASDMEH73 ASINGLE FAMILY RESIDENCE AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSCALLY EVIDENT ON THE PREIWISES AT THE 77ME OF SURVEY SURVEY OF-LOT 96A OF NF CERTIFIED To: BENJAMIN BENNEM Date 92424 N.S. Ref. No. R-2a osn _ MAP oF:FOUNDERS ESTATES SHOWING ALTERATION �e��N M• `+o Top CAROLYN BENNETf The sewage disposal and water supply facilities at this location have been FlLED:MARCH 25, 1935 No.1178 AND ADDITION `'�`+�' �s� MARTIN SCHNEPF JR• iC x inspected and/or certified by this Department or other agencies and found SITUATED AT:$OUTHOLD � o to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. TOWN aD AT-SOUTHOOUTHOLD n ANAL SURVEY 05-20-23 y �� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK .r oso68z Q CRAIG KNEPPER,RE.,CHIEF REVISE FENCE 10-28-22 F D Professional Land Surveying and Design Office of Wastewater Management UPDATE 10-15-22 „ , P.O. Box 169 Aquebogue, New York 11931 FILE 0 1—26 scALE-1 =2O DAm-APRIL 6, 2011 N.Y.S: USC. NO. 050882 PHONE(681)298-1688 FAX(681) 208-INN Generated by REScheck-Web Software Compliance Certificate Project Lieberman Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Old Shipyard Ln Nancy Lieberman Ural Talgat Southold, New York 11971 155 Old Shipyard Ln Ural Talgat Architect Southold, New York 11971 436 7 th street 917-817-8634 Greenport, New York 11944 ms.nancylieberman@gmail.com 6314778963 ural59@hotmail.com Compliance: Passes using UA trade-off Compliance: 19.8%Better Than Code Maximum UA: 106 Your UA: 85 Maximum SHGC: 0.40 Your SHGC: 0.33 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 142 30.0 7.0 0.028 0.026 4 4 Ceiling: Cathedral Ceiling 254 30.0 7.0 0.027 0.026 7 7 Wall west:Wood Frame, 16" D.C. 195 19.0 7.0 0.041 0.060 7 11 Window: Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Wall north: Wood Frame, 16" D.C. 255 19.0 7.0 0.041 0.060 10 14 Window 1: Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Window 2:Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Window 3:Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Wall east: Wood Frame, 16" D.C. 195 19.0 7.0 0.041 0.060 6 9 Window 4:Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Window 5:Wood Frame 13 0.300 0.320 4 4 SHGC: 0.33 Window 6: Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Project Title: Lieberman Residence Report date: 05/17/23 Data filename: Pagel of 2 Gross Area Cavity Cant. Prop. Req. Prop. Req. Perimeter Window 7:Wood Frame 7 0.300 0.320 2 2 SHGC: 0.33 Wall south: Wood Frame, 16" o.c. 255 19.0 7.0 0.041 0.060 10 14 Door: Solid Door(under 50%glazing) 19 0.270 0.320 5 6 Floor:All-Wood Joist/Truss 396 19.0 7.0 0.035 0.047 14 19 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Lieberman Residence Report date: 05/17/23 Data filename: Page 2 of 2 ' I , DRAINAGE CALCULATIONS MAX GROSS FLOOR AREA LOT COVE RAGE TABLE END PLUG OR STOPPER INDOORS OUTDOORS HOUSE OWTS CONTROL PANEL GROUND ,,,`•,,, I' N POWER IN AREA OF RESIDENCE EXISTING SITE AREA TOTAL: I5,86 2 sf .u-� PANEL , LUG SITE AREA TOTAL: 15,1562 S f NO FIELD AREA x RAINFALL x RUNOFF FACTOR °--' -"-"� 30°ELBOW PROVIDETW020A, 1%1z ,u,z CONNECTION / w 1-POLE CIRCUIT zoA 60 PVC12GCONDUITIN H .12c +;''�''.•• Q BREAKER IN HOUSE exist 1,224 SE x (2/12 FT.) x 1.0 = 205 GU. FT. ALLOWABLE GROSS FLOOR AREA: 2,552. sf > POWER PANEL zoA '''::''•'' STRUCTURES EX1STI & PERCENTAGE PROPOSED PERCENTAGE so^wYE 2#,E #«2� x2� USE (5) 5' DIAMETER x 4' H I H POOL PROPOSED BUILDING AREA TOTAL: 2 460 sf W I. 1. ,• I I COMP INSTALLED IN WP DUPLEX RECEPTA LE (S) 8 X 4 STORM DRAIN R G- 506.'7 GU. FT. RESIDENGE: 1,23�f sf -1.81 % 1,635 sf 10.3 % O AIR /- SCREEN PORCH: O sf O �O 211 of 1.55 % W�ENCLOSOURE PROVIDED REOU I RED O O } FINISH GRADE _ FIRST FLOOR EXISTING: 1,25�f sf GARAGE: 230 sf 1.45 /0 230 sf 1.45 /o SEWER LINE CLEAN-OUT NOTES: S06. I GU. FT. > 203 GU. FT. SECOND FLOOR EXISTING: 554 sf SWIMMING POOL: 0 sf 0 % 5,76 sf 3.63 % 1.PROTECTALLABOVEGRA AND BELOW OWTS MAC 100 BLOWER DETAIL DETAILS M GRADE WIRING W/MIN.SCH PVC CONDUIT . AREA OF RESIDENCE NEW FIRST FLOOR ADDITION: 5�6 sf SINGLE LINE DIA AM ALARM PUMP Y'':WELL AREA x RAINFA L x RUNOFF FACTOR TOTAL 1,46C sf �l.26 % 2,-132 sf 1�.21 SCREEN PORCH ADDITION: 2�I Sf FLOAT EFFLUENT SWITCH FLOAT 68� SI= x (2/12 T.) x I.O = IIS GU. FT. SWTCH PUMP sc I I POLVLOK 20' USE (I) 8 ;D I AMETE x 4 HIGH POOL FINISH RARE BOX L'HO RIJ EDIEU LANE (I) 8' X 4' STORM RAIN RING= 165.a GU. FT. - un° FINISH GRADE Ix 'fr�''�:,4;:,� ,' I;$•' I, eniuo ) Arl Ne Piliration Chamber 396 :�� '�'''I•t "I rwL EenoN" naoblco 2t1Ivulon Chamber I81 PROVIDE SPEED LEVELER cER(ovnowu ON EACH OUTLET > _`,, PROVIDED REQUIRED e _ Ct1AM6ER Volume el i,�f':�I ,• Y:� y ,, •1 ],'p S,,rzx eCbvnber 90 , r `•, 'I iJ71 JA DIInfecfion Chamber 6 ,11 E M Toml Volume IOn9 i y I' TO LEACHING POOL + � ��� I � 168.E GU. FT. > I IS GU. FT. PROPOSED NEW Al OWTS SEPTiG SYSTEM FROM � DWELLING mE]PIPE FOR ?� 3 BEDROOM RESIDENGE � SP[(liltAlb»vs USES PUBLIC WATER NEW FUJIGLEAN GEN7 TANK FG wLn m UmP BI,e[T,c,,A a Pvu Fillm Ram 32 'j'� . ;i:o-. ,'''• LI ", 't: DRYWELLS (DW) CONNECTED \/ ( ) oadTveAeroh,cMed,x PP/FE PH Fill. Ram I] ' "•1 I " -1R- p Aer h,c Mein PP/PE Fillm Rem 55°io _` Blower rip coV y MATERWL TVPEI N F BLADOS JOSEPH III - ,rTHIDNFIL ER EU ! Tank fltP " / TO ROOF GUTTERS AND NEW DISTRIBUTION BOX (DB) no ReV HxTOam wwevttE 'I Access Co re uhc/Can Iron O (cLE,w uO ovE141.1 E P, • N,/F BLADOS, LORRAINE 0 v - NEW CLEANOUT AND VENT DISTRIBUTION BOX PLAN VIEW D,.mfe mm C, v,xh CLl MTeble4 DOWNSPOUTS W ra sou u n 1 i O N EXISTING (2) 8' DIA x 6' HIGH LEACHING POOL (LP) NTS N °N S't' d - FUTURE LOCATION FOR (1) 8' DIA x 8' HIGH LEACHING WOPER'R� R°LE my Lro N.N o LE fn'! IaLE(rvP EER Iov O I 4 ?' I ?�I t''y�;'1 't l ;> ! , N 6 5016'4 0" E POOL (EXP) .T .NE°w ,. 'I I ��f! 1, R +25.0 IY 1 V 0• ' e y I _ _ 04 MaLr _ �,1 yr�' 1 ,,,, '•'';i,,l' rl a t , r. 1, 1 E/ 57 I I �& „' I II noxNEo Q v j iJ 1 24 -� 25.0+ N m j ;,R'1 : ".'111'+ }.•, Q/ i'- (� I� MTIXIASSEM6LY TEST HOLE EL + 23.0 (�� SECTTONA-A VIEW B VIEW WA LINE FRO I I SECTION O 35' �j FUJI CLEAN CEN PU�L >�ATER FRONT 'BARD SETBACK Dw !.I O O ,'•;,';' O PR I NG I PAL STRUCTURE 5ETBA0K ADDITION A ,• I M DWELLING USES PUBLIC WATER ATTACHED TO MCA 4"X 4"POSTS TO EXISTING �Ss POST DEPTH 36"MIN.BELOW SURFACE IN 1,'�' ,• I V x ATTACH PANEL TO MCA WOOD PANEL - I RESIDENCE `� N/F CLERICl, JOSEPH C N/F CLERICI DIANE 15APOWERSE BREAKER �j USE BREAKER e X I S t WIBASE POWER LINE TO FLOAT I 14 ��/ I ) AIR COMPRESSOR CLOSURE ax4 F.FL. 25. 0 EXIST AIR LINE TO AIR LINE FOR ALARM ,• �,., // TREATMENT TANK DWELLINGI I 15 A POWER FOR COMPRESSOR • ' USES PUBLIC W TER: .;•. .�;1:.: ::1 :.:,, •.,• � SWIM USE BREAKER �':A" �': : F, �•r• POOL / N%F JAY MANSD RF - SCREEN - ANSDORF _ v.. := -: .,.: �: •;� :t: DWELLING / ROSEMARIE M ;" PORCH USES PUBLIC B LI C WA- TER 25.0 / LP N ADDITION � F GAZZOLA JOS >,1X. EPH C B LOW'•��:�: ER A'•i•• N D P> ANEL DE AIL O N NEW F' GAZZOLA J UNE M N >., I NE I DECK W DISTRIBUTION J::: ::�•, S E C �. ;y; BOX 'I. EXIST ! :: . - l0 AGGE550FY I- ST RUG TU E WOOD OD Rr_ SET BACK G� . W . STEPS t 25.0 I .. .>..,;. ,. -� � 150 FT. RADIUS: °` ,• EXIST WALKWAY DB LP NO WELLS FOUND OLD `' "� ',: :; .:^ --------- + II COMPLY WITH ALL + CODESS I PY ARD _.._• -• 25.0 I NEW YORKST OF W 12 -10 ATE & TOWN CODES LO I AS REQUIRED O o REA ARD SETBACK 4 x8 D'RY ED AND CONDITIONS F : .., WELL FOR ITIO N S 0, ICJ :; ': ;<: : 4 c4, PRI NG I PA TRUGTURE SETB GK _" �'� POOL S ROAD W AGKWAS + 0 O I Dt 1`11NNG BOARD W � .. Iexit EXP 'SO n'"T^->�!, TFUSTEES ax L - - - - ax - - - - - - - - -� APPROVED AS DOTED fil , •,;- :,,.�:::. .: Y. B.P. + 1�IO �� FEE So? rn C z _ n :� :..:. NOT B ;'_�; i;,,/, '' ,a '.,:':; ;;'• 15� ;.' � , NOTIFY UILDING DEPARTMENTAT -{ C� C� Ut :. .��,��•.:+��+'.•... ,: .;, 631.765-180 i,+;� "''` ,'a' ;: '" ;;. •" I` - _ ��;1;.V 2 8AM T04 r" �+ n I r_ ZI 1 FOLLOWI PM FOR THE OCCUPANCY OR N ECTI EXISTING GRAVEL DRIVEWAY ro A T },� , rv,' 'I,gip,, �}t'I�'''''''�`n'� + ^a :.``f' •• FOUNDAI ION-TWO REQUIRED USE IS UNL �"Au pro Yde Manuals '• AWFUL RED CONCRETE D +25.0 25.0+ FOR POU , s er ,., RAMING&PLUMBING WITHOUT n S 2 3: I�r�01 CERTIFIC�- '- er p S 6 4�0 5'0 0"W N 0 18 0.0 O' 4. FINA CATION I�TYS E . gy Code ELECTRIC LINES TO -CONSTRUCTION MUST OF OCCUPANCY BE COMPLETE FOR C.O. rn � n I OWTS EXI STING SEPTI G TANK U, M ALL CONSTRUCTION SHALL MEET TH TO BE REMOVED n g U1 REQUIREMENTS OFTH E i PL"" MBI CODESOFN ALA P t t, 4 pn,t s'• DWELLING EXISTING DRYWELLS 7C YORK STATE. NOT R SP LUMCING 11VA51 E FOR $.oW ADD NEWI SEPTIC oNsIBLE er door USES PUBLIC WATER DESIGN OR E � - &WAT_RLtraE (DW) CONNECTED TO CONSTRUGTON RRO S NcEF) ''.:•'` . N F MORRIS, ROBERT C Jr TANK - FUJ I GLEAN TI*$`iING BEFORE COVERING• a d ductwork / ROOF GUTTERS AND GENT TANK (FG) testin re ui t DOWNSPOUTS RETAIN vTCiiR 1+�'ATER RUNOFF g q red. ,,`I`�!', ,I� +' '. RESIDENG i=1RST FLR EL 25.0 FT - PURSUANT TO CHAPTER 236 / "1'��" `''1'?' ;'°` : �''' I'. GRADE LI ELEVATION 23.0 FT. NEW GLEANOUT AND VENT OF THE TO'>>' SITE 1i T �>< CODE. , 20" PIA HDPE SECURE HEAVY POLYLOK SCTM # 1000-64.-5-2 GONERS TO GRADE A ND SAFETY SGR FENS BLOWER AND PANEL PROPERTY: 155 Old Shipyard Ln I_ 'i;'I`''- GLEAN OUT' BY POLYLOK (TYP) i 'a r. :;?.�', ': \ 24" DIA HDPE SECURE HEAVY POLYLOK PLACEID AGAINST HOU5E ADDRESS Southold, NY 11971 r, ` a`f/' I AND VENT COVERS TO GRADE AND SAFETY 50REEN5 PLUMBER CERTIFICATION OWNER: Nancy Lieberman v �"' i 2.0' CAST 155 Old Shi and Ln IRON PIPE BY POLYLOK (TYP) � ON LEAD CONTENT=BEFORE py / 0CT •4 2023 ' EXT. THRU GRADE LINE Southold, NY 11971 20 7 HOLE HEAVY CERTIFICATE OF OCCUPANCY U FOUNDATIOI�I ELEVATION±23.0 FT. POLYLOK D-BOX w TEST HOLE SOLDER USED IN WATER SITE: 15,862 sf= 0.36 ac 3017-R RISER TO GRADE SUPPLY SYSTEM CANNOT ZONING: / Q 4 MAX. NO SCALE SURVEYOR: R-40 Residential EXCEED 2/10 OF 1'/o LEAD, _. GRADE LINE BY MARK McDONALD GEOSCIENCE Kenneth M Woychuk urveying, PLLC w ELEVATION±23.0 FT. LAN SOUTHOLD, NEW YORK 11971 ELECTRICAL PO Box 153 - � Aquebogue, New York 11931 „_ , ,� TEST HOLE DATA 9/14/23 INSPECTION REQUIRED IL r /4"/FT. SCALE. 1 .1 =o License # 050882 4" DI I/8 /FT. TOP OF POOL + 21.0 ELEV. + 23.0 DATED 10 / 15�022 FUJIGLEAN II 5DR-35 CEN 4 DIA 5DR-35 IE. +21.63'I 1' DARK BROWN LOAM OL LIE "Es" ERMAN rvl":�SOIDENCE IE. +20A IE +20.81 LEACHING POOL 3 PALE BROWN SILT ML = SOUTHOLD, NEW YORK IE. +20.67' O DATE: 6-27-2 23 REVISED DATE: -9-2023 BOT OF POOL + 15.0 r REVISED DATE 8-15-2023 REVISED DATE: 9-6-2023 ,ill exterior- ;' ' GROUND WATER 17' PALE BROWN FINE SAND SP REVISED DATE: 9-19-2023 installi d, € ; •, ' 3' MIN REVISED D E: 9-20-2023 , COMMENTS: NO WATER ENCOUNTERED `y.���ED Al�Cyi REVISEDE: 9-21-2023 repaired t, II p .s"i iy ti I to ar +' a7 r �� of the Town c SEPTIC PROFILE URXLTALGAT (N.T.S.) BUILDING PERMIT SET ARCHITECT / 436 7th STREET Q� GREENPORT, NEW YORK 11944 S C D H S SUBMISSION QF,��y1 (631)477-8963 r l rr, t 'Vt e F�; r "r l a ,, EXISTING TERRACE If �'� EXISTING �., COVERED ENTRY ORG ex1st1nq roof existing roof existin roof pitch pitch pitch XI5 IN6 KITCHENE A jj— t�, N 'i lY'i{,d•• '�i�.'!1",r''r !''f�•1f�'' 'Y.";! '^4''�I.�� I ;J�{SV, ;'1"elf,,:'I'It'• "r,, EXISTING DIN NGTROOM 1 BEDROOM i(1}Vrl IiA,? Mtr4 w C ' 1, I {YV{I� �'�:�,+:I � r ,r �i'` t"'I I X —s aN-r• � EXISTING 'z EXISTING HALL I BATH DN EXIST EX EXIST GL EXISTING OFFICE EXISTING existin roof I N BEDROOM �••—— — pitch I EXISTING �, — — LIVING ROOM Q EXISTING —— BATH UP existin roof • pitch x _',' EXISTING COVERED '".'J''.•:• n ENTRY PORCH If 1' i, ,t l I t r r l t", y' ' %AW AIM 0% ft I SECA" ND FLOOR PLA N FIRS� FLOOR PL A "L m SCALE: 1/4" = -0' 1 11 1 SCALE: 1/4 = -0 t:�{'�i"��:"' ''i,ll,ir, •,Ie, ry,�•rla',;,•p' r ' 11 ti RL I B �L ["I'" M A N R D i J,t.�• '.t I, 4 �}�!41�!'li I'1 1 Y t•' 1 tjj I r r . SOUTHOLD, NEW YORK � I , DATE: 5-17-2023 L,A'�1 .4•r, '',' r'I I QED A Rey, URAL TALGAT r�t�gr ��C, ARCHITECT 436 7th STREETAMIN ' GREENPORT, NEW YORK 11944 .q 7uo Q� (631)477-8963 BUILDING PERMIT SET I.N�� j t i 6x6 POST TYPICAL 31_S11 5'-4y211 8'-Sy2" bx6 P05T w/ CHAMFERED CORNERS ON ALL FOUR AT ALL POST: PROVIDE CORNERS WHICH BEGIN 12" DOWN FROM BEAM TO 3" l SIMPSON ABU66Z POST SASE, 4" 6xb P05T 411 � ABOVE RAIL HEIGHT OR 2'1" AFF. . WITH GAL 5TL SIMP50N EGCLL0 P05T GAP 2 -10 TIE DOWN TOP AND BOTTOM TYPICAL TYPICAL AND CORNERS AND A06 ® UP AT ALL POST: PROVIDE SIMPSON '" I NTERMED I ATE POSTS ABU66Z POST BASE, 51MP50N ECGLL0 `+ (5) 2x1O ABOVE (5) 2x1O ABOVE POST GAP AND CORNERS AND AG6 INTERMEDIATE POSTS ASPHALT ♦ 0 P� GREEN PANELS: GUTTER TIED TO SHINGLE O - $ = PROVIDE PREFAB SCREEN': +� x— ; DOWNSPOUTS TO ROOFING N F�ri' •,,,;'1';t',' ,; UNDERGROUND ° s o ®4 O PANEL, w/BRONZE SCREEN I NG ! y' DRYWELL 0l% x 6x6 P05T TYPICAL m — ,A `x AT ALL POST: PROVIDE O x d ASPHALT VJ ASPHALT SIMPSON ABU66Z POST BASE, � +goy ry ll a '� r fl d 1 \ • t ,I 51MP50N ECCLL0 POST GAP — 2x8 RR io SHINGLE AND CORNERS AND AG6 ® 16 ocO O 2x8 RR ' SHINGLE 11 ROOFING RooFING INTERMEDIATE POSTS ABOVE ♦ / ® 16° oG 6x6 POST ABOVE TYP I GAL PROVIDE STEP MATCH MATCH PROVIDE STEP = 2x8 GJ ® 16" OC = FLASHING TYPICAL exlstin roof existing roof g g FLASHING TYPICAL ABOVE TYPICAL ty itch pitch NEW SCREENED IN X RIDGE VENT B PORCH loor level to `9 ,)A � A6 FLOOR: 5/4 T K 0 i DECKING ,1 , ,i, a y'h' , r 1. ' t•' A6 '�IYrI m ��r �';i ",� r.' rl'�A ;',\ ' ,,. •4 , N Q match exist I l CX13 6x6 POST replacement 6x6 POST= TYPICAL wlndow TYPICAL m EXISTING COVERED xt t ENTRY t pUP m PORCH existing roof existing roof \ existin roof x pitch pitch pitch EXISTING m 16' KITCHEN DN x il 2xIO PLATES SET C/ C! ON LOWER ROOF PROVIDE ( -�1_bll -11_611 EXISTING +' VALLEY '! FLASHING I TERRACE TYPICAL �p AX281 AX281 w\ 'I extstin extstin M(Mk In 410 MATCH cabinet w/ (5) 2x10 c binet w/ I ' existin I / m e open shelves o In shelves g abov� windo seat labove roof / 6V 61611 214" itch of %) PROVIDE p / 0 pi 0 VALLEY main / L m i ' FLASHING house / x ( ,' TYPICAL /A�PHALT I ;� i m I Q x GUTTER TIE TO / ROOFING x EXISTING 2x10 RR 2x10 RR I LO O x ;� ,� 13 EXISTING DOWNSPOUTS TO / BEDROOM ® I6" OG ® I6" OG x x V/1V� UNDERGROUND I p I I o-°6 m ` d •/il{t�1 DINING DR1'WELL ASPHALT 0 0 El fl m v ROOM ASPHALT 5HINGLE 0 p washer NEW 5HINGLE 'keOFING I — _ �;- y - UEEN BED -. 111 dryer � � �/ LAUNDRY ROOFING e+ EXISTING ;' fl- CQ EXISTING \ N �� HALL N x 2x8 CJ `+i BATH .1, RIDGE VENT \ m 7 DN x a 161, OG s�`i ,� '• PROVIDE x VALLEY I '� EXIST EX +�s I = FLASHING XI T E� _ a ' NEW I — — yll,t TYPICAL MASTER MATCH 2x1O PLATES SET +, w\� N ifl BEDROOM existing W WALL ON LOWER ROOF r7 N ❑ A roof +` 4 A ,.,�'•.r" ' M pitch of As = ' (2) 2x10 main +,5 I Z. _ house MATCH O EXISTING WALLS existin roof 0 XISGING 1 existing EXISTING m ;ti"'''i .l roof BEDROOM — — pitch ° 9 N l.(,�r '`;�'u7�i ','• ",,f a"' r;',tie'� ,.i'. I I m LIVING ,a.. , ;+,;.•,. .,,, pitch of —— — = NEW .N TYPICAL 11 7'• p 9 ,, — — MASTER x ;;`°;^;'`.'i. , I house � � � � BATHROOM NEW m ROOM EXISTING m I- - - WALK IN OFFICE ti;;iit ';;.1• .'i<;'. '... ... r i'"!'' i ASPHALT � ++ EXISTING , CLOSET UP "''„4, , ," /1.+ f ;: '.r,�. ;; .cp{I,', I 5HINGLE BATH m c fsV��a,71 s'y 1 nl r,l n'1 f,+ C 4' tub 1 r `} ROOFING /0 shower ��1;+�w'�a';,',, q 'Rt,';�'i" i:.'?�'�„,r.i.i; ,• II' existing existing to existing I existing existing extstingne existin roof w -Cilr pevv ch pit 11 1 11 I 11 EXI5TING COVERED c1 LQENTRY PORCH 41 T �(1 611 V C 61 existing existing existing a stirg existing extsting existing a Kist ng extsting existing ` �,' '• MIMI Mw c U ION 9"1E)"' RAW1N0% SE (`;" 01` 1D FLO " R PLAN r' I r" Sm"I"" FLOOR "V84" L A I'M SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" FLOOM rLAN % A, L I �Fm B R M pl N R t" '• a SOUTHOLD, NEW YORK DATE: 5-17-2023 REVISED DATE: 8-15-2023 REVISED DATE: 9-19-2023 ' U RAL TALGAT TAJ ARCHITECT JIM 436 7th STREET GREENPORT, NEW YORK 11944 I r 1t BUILDING PERMIT SET (631)477-8963 '1, ' Illy+ ,. ,'I f, 'I t tl VERIFY l'y 4" 3'-4" 8'-4y2" 8'-4y2" 411 AT ALL POST: PROVIDE SIMP50N + , 6x6 PRESSURE ABU66Z P05T BASE, 51MP50N ECCLL0 �1 TREATED P05T WITH POST GAP AND CORNERS AND A06 GAL sT!_ TIE DowN ON INTERMEDIATE P05T5 10" VIA GONG FILLED SONOTUBE 36" BELOW GRADE TYPICAL It (2) 2x10 PRESSURE TREATED GIRDER 10'-01V2 10'-OY:2 (2) 2x10 PRESSURE TREATED G 1 RDER d - tip p B A6 (2) 2X10 PRESSURE TREATED GIRDER !',`+'• EXISTING till SPACE EXISTING 161 SPACE I I ALIGN ° ''11," +1 SECOND FLOOR BATH 3" VENT THRU ROOF tr 1 t r '°r \ tir l\ u,a I Iv — — — — — — — — — — — — 40 — — — — — — — 211 VENT _ — IBEAM POCKET 2x8 FJ 2X8 FJ { ' ,,,,� +1I ® I6" OG EXISTING G Ids i !r ; I I 2" THK GONG RAM SLAB ON SPACE COMPACTED ENLARGE EXISTING � I I SUBGRADE NG I new I HEIGHOPENITG TO 48" LA\/ "xlb° crawl FOUNDATION space .`9 i, r;'.:I'li• . I 0I VENT QGGe55 O 8"xlb" GONG BLK T 2" DEEP GONO FTG d: SHOWER I CRAWL SPACE SECOND I OR m l W/ A/ (5) #4 EACH WL N WAY, SET 4 OFF BOTTOM, TYP XI5TIN6 y I - — — �3) 2� 2x8- — — — WALLS EXISTING — — =— — — — -- — — ( TYPICAL EXISTING GRAB" d' �—vI I I BASEMENT SPACE Lj a II WA5TE I B" VENT THRU ROOF °x16" NEw cRAwL '� FOUNDATION SPADE 2" VENT = I VENT o In m PROQIDE LAUNDR"r BATH — — — —— — y— — — — — t — — KI TGHEN — — — NEW BATH I I POC�99ET Ii — — — — — — — — — — — — — — — — — — t — — - 211 \/ENT i I — },,:;y, I 211 \/ENT I BUILDING I —1— I ,•+ I 2" \/ENT EXISTING ' EXTERIOR I ( I 8, 8, CRAWL ,. NdALL _ SPACE �;,dry,,I��,,I• ',,::,� � HASHER I I I I K I TGHEN I LAV I SINK I NG I LAV I TUB I TUB FIRST FLOOR FRESH AIR VENT PA 0 yl CoftmS� ` UA`7101ftmm DRAWINE A G Ii 11 3 WASTEES" 'Am S E M E N T F L 0 0 R L A" 3 WASTE JA SCALE: 1/4" = V-0" F L 0 0 1,41" "kn' L 'm F' 0 0"A l'' ".i IrDR 4`I N LINE SEPTIC, , ;�, i;;�• I TANKL 1 "L�m B R M Ll B" WASTE 1; F'' 411X3" G.I. SOUTHOLD, NEW YORK "' '• HOUSE TRAP DATE: 5-17-2023 BASEMENT REVISED DATE: 8-15-2023 REVISED DATE: 9-19-2023 D Aq+�y a,5 Q�� TA�� U RAL TALGAT ' Lj ��' ° �r `a ARCHITECT SCALE: NTS '� 436 7th STREET GREENPORT, NEW YORK 11944 BUILDING PERMIT SET OFF (631)477-8963 S I F'I '• 1,+' l +Yyl 1t• ;'1'�'1' 1i,r f,. , il�,ti�l\, i ' qdI I WJ ' i EXISTING EXISTING XISTING, I^I ',�I �;�:�",!�1''„ti, EXISTIN N�Y �4 N�Y `4 CHIMNEY /� E51 DENGE ADDITION CHIMNEY ;,�,'�t:;•;i,� '�� ;�� :;;- i ADDITION i��51D�NG� ,''t' EXISTING ROOFING EX15TINC ROOFING EX ST PROV VE STEP FLAS ING TYPICAL OOD SCREENED WOOD SCREENE EXISTING VENT' 21" SQUARE VENT 21" SQUARE SIDING P OVIDE TYPICAL TYPICAL EXISTING SIDING PROVIDE Iv ALLEY VALL FL SHING FLA5HI & ' PIGAL TYPICAL IF i MATCH EXISTING EXIST EXISTING fO ATGH EXISTING �(� EXISTING EXIST EXIST EXIST ROOFING ® ROOF PITCH ® TO ROOFING ROOF PITCH MATCH EXISTIN ROOF PITCH PROVIDE STEP EXISTING SECOND EXISTING ROOFING +•'''' SECOND EXI5TIN6 FLASHING TYPICAL SIDING FLOOR SECOND FLOOR— FLOOR FLOOR ROOFING FINISHED — {,.. FLOOR FINISHED A' Tn2 1 2 1 FLOOR Ix8 FA50IA TYP W/ GUTTERIff 5/4 xb CORNER 5/4 xb CORNER ❑ ❑ ❑ ❑ ❑ ❑ ❑ SCREEN PANEL: SCREEN PANEL: RE BOARD TRIM TYP BOARD TRIM TYP ❑ OE EX ST ❑ ❑ ❑ ❑ ❑ ❑ ❑ ;:''7='.'„ '' " • ' VIDE PREFAB VIDE PREF DO EXISTING 50 ENg RE L 5 EN ING, BRO E SG PANE KING, XI XI Al XI J11E 111E XI XI XI BRO TW26410 TW26410 TW26410 EXIST ❑ ❑ ❑ ❑ XI XI XI ❑ ❑ ❑ SIDING MANUF R: MAN RER: HEARTLAN SCREEN HEARTL SCREEN ❑ ❑ J11E s PRODU 5, IGAL PROD T5, PIGAL cl+ ,'i,r,•,,+,{,:, ';. ,i;f ;,,..'., i,.,',,t .. NEW SIDING � TRIM TO NEW SIDING 4 TRIM TO EXISTING HIP MATCH EXISTING HOUSE FIRST MATCH EXISTING HOUSE SIDING EXISTING 51DIN6 EXI5TING SIDING FIRST FLOOR FIRST FLOOR FLOOR FIRS ,FLOOR ', #NISHED'FLOOR - �O�/ REDPORGH — - - - - - - - - - - - - - - - - - - - - - FINISHED FINISHED FLOOR FINISHED r-LO01;Z FINISHED FLOOR FLOOR FLOOR r GRADE }til�+rr�•, 'IJ}' I:r ° ",lrt}s i -''`' � 5' ,1'." ', ' EXISTING c0 II I I I I I I II NEW FOUNDATION I I NEW FOUNDATION I I EXISTIN& FOUNDATION i FOUNDATION I I ( II BELOW GRADE I II I bxb PRESSURE TREATED I I I BELOW GRADE — ,Y,'t',.r�, I I I - - - -- - - --- - -- - - - - -- - NA E-5L, L NEWGRAWL ��- - -- - - ---- -- ---- -- -- ---- -- ------ -- - -- i'{'�'''!'',1�?' -- — — —— ———— — — — ——— — — — — POST WITH GAL STL TIE I I I - -- - - - - ---- - - -- -- SPACE SLAB SPACE SLAB L ---- - -- - - -- - - --- -- ----- - --- - - - ----- ---- --- - - ---- -- '1 4' {+` ;f i ------ --- --- - - -- -- - - -� J DOWN ON 10 DIA GONG LJ LJ L. --- - - -- —� — ❑-- - - -- - ----- -- -------- - -- -- -- 4,��,5t :'?: .,411 I FILLED SONOTUBE 56'i '{t' r :' BELOW GRADE TYPICAL EXI5TIN6 I I I EXISTING FOUNDATION FOUNDATIONI ——— —— —— —————— ———— —————— —— — �,'4a ill ———— — — — — ———— —— —— —— —— —— — — — —————— —— ———————— —— — ———.—— ———— — rn,Y'r4r vA WREST ELEVATION EAST ELEa "' TION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" Y' COOPMOSTRUCTION D"' RAWINAJ ELEVATI ' N " L ` Bl` RMrAN . y. i I ' RotS I li• t' ltL SOUTHOLD, NEW YORK DATE: 5-17-2023 REVISED DATE: 8-15-2023 REVISED DATE: 9-19-2023 �5EDApC U RAL TALGAT ARCHITECT I „ i ., 436 7th STREET GREENPORT, NEW YORK 11944 ,I •! •' r�i4 ,y BUILDING PERMIT SET (631)477-8963 `�i`Y,i.r.L;,lit.,,�1 ,! ."rl';s i:'.t�•r,,�i"�I,,j, 1. lAJ ',A lid"�•'1'i f,:'�� !' ,i, j"' �511;. '' { EX I ST I N6 AXISTIN6 ADDITION fiZS I DNG CHIMNEY EXISTING ROOFING A A6 ,. EXISTING SIDING i� B A6 EXISTING ROOFING SECOND FLOOR SECOND FLOOR FINISHED Ix8 FASCIA TYP W/ GUTTER FLOOR 1" Ix8 FASCIA TYP W/ GUTTE SCREEN PANEL: 50REEN PA L: 5/4 xb CORNER OVIDE PREF VIDE F 1� IL2 1 2 1 2 1 TRIM TYP t;;;+,,;'';',. '�, 'I' f',, •,r. ''' BOARD �' .,;,�. `,', •.I, S EN PANE W/ EN PAN W/ e',, ,,, .,,, ,', ,, t. ,.Y,',,! ,'I. +. JIF BRO E Sr,, NING, BRO E SG NING, XI XI d ,;+,,+� ;:: ;; `;:;',:` ", MA AG RER: MAN AG R: ,j'Ii4?,',�., ';.;�,, �:: HE ANDS HEAR A 5 EXIST EXIST ❑ ❑ SCREEN DUCTS, SCREEN UGTS, PIG PIG SIDING 4 TRIMTO FIRST FLOOR EXISTING MATCH EXISTING HOUSE FINISHED FLOOR SIDING EXISTING FIRST ?,�,,44f,'�:r;,6;� �' ';;' ;i' ,•'•, COVERED PORCH SIDING — FLOOR + a FLOOR FINISHED FLOOR FINISHED II,I,��v.G4„».I,{•I;V'l'�r' ,�'Y'• ! 111°.t i'I''t',. y ., GRADE EXISTING I NEW FOUNDATION EXISTING + fl y I' bxb PRESSURE TREATED i I I I FOUNDATION NEW CRAWL_ I BELOW GRADE +,;�i 'I�M13's`y. %,r•' ",� ai POST WITH GAL 5TL TIE I I I I I — —— — — — — — — ====== _ _ — _ — I ( — FOUNDATION NEW CRAWL SPAG SLAB ly� t 4 DOWN ON IO" VIA GONG L J L J L SPACE SLAB FILLED 50NOTUBE 56" BELOW GRADE TYPICAL I EXISTING FOUNDATION J -- - - -- -- -------- --- ---- OF 0 ORTH ELEVATION + SCALE: 1/4" = V-0" EXISTIN EX 1 ST I NCG NEVI CHIMNEY RES I DENGE ADDITION EXISTING EXISTING ROOFING ROOFING EXISTING ROOFING EXISTING SIDING ILL ,4 A6 EXIST EXISTING ROOFING EXISTING t �;.{:° ,,,,.'':'•,, ,;':;;'%,I °' + EXISTING ROOFING SIDING SECOND FLOOR — — — .; ;', I , �` FINISHED FLOOR_ SECOND FLOOR EXISTING ROOFING FINISHED FLOOR �^�I j,1r�'4F 1•'i,l"��^f',m +'1(r,�'• ❑ ❑ Ix8 FASCIA TYP W/ GUTTER + , ❑ ❑ 5G EN PANEL. REEN PANEL: i' OVI E PRE F B P VIDE PREF XI i SG PAN M Sr-. EN PAN K + +' 1�!9 ; I t ❑ ❑ EXIST EXIST EXIST EXISTING BRO SG ENING, BRO SG NING, SIDING MANU PER: MANU RER: HE ANDS HEAR ND5 �;'it° {;;:''!• EXIST � m mcww"loftl r% r% vq I XIS SORE DUCTS, SCREE PR GTS, Col'%umbTKU I im imfomA Nvhwo i I EXISTING SIDING IG IGAL FIRST FLOOR FIRST FLOOR — � FINISHED FLOOR FINISHED FLOOR COVERED PORCH - 1 FLOOR FINISHED FLOOR E L EVAT I N EXISTING I I EXISTING + {J EXISTING FOUNDATION I ( FOUNDATION I I FOUNDATION r �+ bxb PRESSURE TREATED A � Sl -- - -- - L rt` B R M L N R "V= D N �Levm - - - --- - - -- ---- -- - - - ---- - -- -- - --- -- - - -- -- -- - I I I I I POST WITH GAL 5TL TIE + - - ----- — —— —— —— ————————————————�---- - ----- -- ---- - J LJ LJ DOWN ON 10" VIA GONG FILLED SONOTUBE 56" BELOW GRADE TYPICAL SOUTHOLD, NEW YORK ' ExIsrING I DATE: 5-17-2023 +, i FOUNDATION I I REVISED DATE: 8-15-2023 y`+ ' REVISED DATE: 9-19-2023 ------- - - — -------- - �--- - :� U RAL TALGAT Q•� fi t, TAjo, �w J r r� ARCHITECT bu %JTH [ELEVATION �s �. 436 7th STREET a ' GREENPORT, NEW YORK 11944 - a SCALE: 1/4 — 1 -0 (631)477-8963 BUILDING PERMIT SET ''fir'• +"a 'I'',_ Y I.. • ,Ytl ik{11,f r p,,� } ✓'� , d 1 11Fk J Y-1•',li' ht l, 5 1 + 4,1•,.,/ , ' 4A i,t a`4 j i,Ji'"i',,•! .1,,^,a T. `jl`I,,t �• 1 ' i I V ,, '�i' ' I', Y r. 7 I •. 1'� '`b 'it ' I n Y II, , • IDLE VENT TYP I DGE \/ENT 21 50 TYP ATCH EXISTING ROOF . , RIDGE VENT TYP (� 0 PITCH TYPICAL ROOF \�0 2 X4 KING P05T5 AT ASPHALT ROOF 5H I NGLE5 ON m ¢ TYP I GAL ROOF ASPHALT ROOF SHINGLES ON EVERY RR AND GJ 30# BUILDING PAPER ON 3/4" - EXT. GR. PLYWD 30# BUILDING PAPER ON 3/4" i EXT. GR. PLYWD PROVIDE STEP ' ATCH EXISTING ' FLASHING TYP 'L• ,' ROOF PITCH 2x8 GJ 16" OG ,.`j,' ROVIDE STEP - +; FLASHING TYP -30 INSULATIONLL LX2 Ex2811ii TYPICAL MATCH EXISTING -30 \2xa (p 16" OG MATCH r ti EXISTING INSULATION SCREEN PANELS. TYPICAL PROVIDE PREFAB SCREEN �- ROVIDE SOFFIT VENT TYP P057 w/ CHAMFERED PANEL W/ BRONZE 5GREENING X CORNERS ON ALL FOUR MANUFACTURER: HEARTLANDS ' Lu CORNERS WHICH BEGIN 12" SGREEN PRODUCTS TYPICAL + 2x10 CASED DOWN FROM BEAM TO 3" + v E- < TW26410 TW26410 EW EXTERIOR WALL t -� NEW 51 D I NG ON 15# BUILDING PAPER ON ABOVE RAIL HEIGHT OR 2'1" PKO`tir'I DE POST CLAMPS AFF. WITH GAL 5TL TIE DOWN TOP AND BOTTOM TYPICAL { 1 ' �;,HOLD DOWNS 5/8" EXT. GR. PLYWD ON 2x6 STUDS AT ALL POST: PROVIDE 16 OG W/ R-I` INSULATION, TYPICAL 51 MP50N ABU66Z POST BASE, NEY�I MASTER NEW FLOORING ON N W 3/4" ' " "`' ;''''' 51MP50N ECCLLa P05T GAP PLYWD ON FLOOR JO 5T5 W/ NEW SCREENED I N AND CORNERS AND AG6 BEDROOM }z-22 INSULATION PICAL 6" OG EXISTING FIRST FLOOR ;' INTERMEDIATE POSTS PORGY 15T1 NG FIRST FLOOR FLOOR — — — — — — — — — — — — — FINISHED FLOOR — — — — _ _ �6 NEW FIRST FLOOR FINISHED EXISTING MUD ROOM P05T FLODR HEIGHT TO MATCH ai;�';• I 50RE-E�l PORCH EXISTING FLOOR HEIGHT :FINIHED FLOOR - 8" THK POURED _ 'GRADE (2)2x8 GIRDER GRADE � GRADE GONG FOUNDATION GRADE ,F4 WALL W/ FDN 3) 2x10 2x8 FJ VENTS GIRDER 16" OG 2 #5 REBAR I I I 8"XI6" GONG CONTINUOUS ' ''`''"'" „�• I I 10" DIA GONG FILLED I I I I m BLK PIER CRAWL SPACE TYPICAL BEYOND TYP �50NOTUBE 36" BELOW I I I I m E - - _ - - - � N WTOPOFCRAWL GRADE TYP I CAL WITH SPACE SLAB 0 0 0 0 I GAL 5TL TIE DOWN I I I � _ _j � _ � NEW 2" THK GONG SLAB 24" 5Q x 12" DEEP GONG EN 8"xl6" GONG FOOTING FTC, W/ (5) #4 EACH WAY, W/ 2#5 REBAR CONTINUOUS SET 4" OFF BOTTOM, TYP TYPICAL ': . CONSTRUG'"FION SCALE: 1/2 1 -0 SCALE: 1/2 1 -0 B U I L D I N G E C%1"10 N %S1 �t'B R M- A N u SOUTHOLD, NEW YORK DATE: 5-17-2023 REVISED DATE: 8-15-2023 ��� �,�� U RAL TALGAT `Q+r ARCHITECT �Jt 436 7th STREET , 11 ZT�zz> GREENPORT, NEW YORK 11944 02 BUILDHOG I (631)477-8963 �; ' + STRUCTURAL REV I EVE BY STEVE MARESC A, PE VIND-BORNE DEBRIS PROTECTION FOR OPENINGSIqOT 188-0_1 WEST MONTAUK, H I OHNA`I', HAMPTON BAYS, NY I I C14C FOR WALL OPENING PROTECTION OF120 MFH B-SECOND WIND GUSTS 651 ��ii., MAXIMUM MEAN ROOF I C�HT: � ') SIMPSON LSTA - 20 GAGE P�IONE �JB 1728 �4CJO RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA. + USE/OCCUPANCY CLASSIFICATION 2 x 6 TIE a EACH RAFTER DES I GN IN A000RDANC.E WITH AMERI CAN or IN vlEw OF STRAP. S I NOLE FAM I L`r RESIDENTIAL FOREST PRODUCTS WOOD FRAME ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMIL`I' HOUSE SHUTTER ASSEMBLY REQUIRED - 24" FROM EDGE PRESC.RIPTIVE METHOD \ \ \ HEIGHT N.T.S. e \ a . . FOR PANEL SPANS: O < 410 WIDE SPAN 1 \ - BB'-O" MAXIMUM GROUND SNOW LOAD 45 PSF. 23/32" (3/4") APA SPAN 45/24 5HEATHING GRADE PLYWOOD I \ FIRST LEVEL - 40 PSF. L.L. \ e ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L. (OVERLAP AROUND OPP:NINGS 4") I 1 I HURRIGANE GLIP USE BEDROOMS - 30 PSF. L.L. ,- I SIMPSON H5 ASSEMBLY: FIRE AREA ATTACHING STRUCTURAL PANEL. FASTEN TO BUILDING w/ °I 1 WIND SPEED - 150 MPH ';';�''':, :.i. ;•', ' #,IOx3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I RESIDENCE: X SEISMIC. DESIGN CATEC70RY - B Y I^IOOD SCREW 16 O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM ATHERING - SEVERE 410 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - n M;4GHI NE BOLT ® 12" 0.��. �,- TYPICAL ALL RAFTERS FROST LINE DEPTH - 36 1 5 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO CONVENTIONAL L I GAIT FRAME WOOD DECAY - SLIGHT EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE.;{ t NAILS a 4" O.G. AT GONSTRUGTI ON IGE SHIELD UNDERLAYMENT REQUIRED - YES ;�,a. \ I ,I:, \ EXTERIOR ED&E OF ALL SHEATH I N6. ' GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 4I}�,�,;, ,',, ,', :',r,,,• Y:,'1,;';,, 4'1 ' . CONSERVATION CODE, AND LOCAL AUTHORITIES. MULTIPLE SECTION ASSEMBLY: 14. THIS STRUCTURE HAS SEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I/4" THICK BOLTS 2' OG MINIMUM 25 DAY 5TREN6TH OF 5000 PSI CONSERVATION CODE. 3. ALL LUMBER SHALL BE GRADE STAMPED DOU6LA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1� 1 k LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. II I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL I I I DESIGNED AN D SPECIFIED BY OTHERS. PLYWOOD SHEATHING TO OVER LAP BOX PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-32 EXCEED 8.0 FT. 5 BOLTS 5/4" DIAMETER. I 1 I I I 1 1 I SIMPSON MST21 FLOOR BEAMS. SPACING NOT TO I ET WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND ,� , d; •';• _ 1 I I I I METAL STRAP ®48" oc. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. I I CONSTRUCTION AND ORDERING OF MATERIALS. THIS °!',t''.•:; :.',. S H U TT E IR ASSEMBLY I I I DOUBLE TOP � I 2 x 6 ®I6 O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL la. DO NOT BAGKFILL AGAINST FOUNDATION WALLS I I I I STUDS BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT ' d' 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL FOR PANEL SPAN, 4 OR WIDER SPAN I � i I I I THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION, NEAR e �. 25/52" APA SPAN-RATED 45/24 5HEATHING GRADE PLYWOOD I 1 I I RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4") I I WRAP + NAIL 5TRAA 2x4 5TRONG-BACKS @ 24" OG 1 I AROUND SILL PLATE �. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND AT ANCHOR BOLT 4 - 8d NAILS ON EACH LEVEL OF DWELLING AS REQUIRED BY ASSEMBLY: I I SUPPORTED BY DOUBLE UPRIGHTS, cl.0 FT AND OVER + I 1 SIMPSON MST21 BY TRIPLE UPRIGHT5. ALL HEADERS TO BE NEW PORK STATE BUILDING GORE. I). PREASSEMBLE PLYWOOD TO 2x4 5: # lOx3 (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 6AGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STAINLESS STEEL WOOD SCREW @ 12" O.G. I METAL STRAP a48 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I°I -NAIL 5HEATHING TO SILL PLATE 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #lOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL . '.. ;. ;<. Sd NAILS a 4" O.G. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE WOOD SCREW 0 1611 O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: + cl. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 2 - #5 REBAR <^;^'"` 2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. #10 TEE NUTS ATTACHED TO BLDG. w #/ IOxl-1/2 ( W/ WASHERS) '` `': . A00 TREATED. ;. MACHINE BOLT @ 12" O.G. :.''' `:`< AND DECKS ETC... 25. THE NYS CODES ALSO APPLY TO ACCESSORY { STRUCTURE DESIGN. ., WINDOWS - GLAZED OPENING SEE FOUNDATION DWG. 1: .t 10. DO NOT SCALE DRAWINGS. +' FOR DESIGN. '�,, ,•;,.: 5/8" x 12" A.B. ®48" OG. W FENDER WASHER. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. ,;;.� {;�t 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24• GARAGE DOORS TO BE RATED FOR 120 MPH. YVIIND LOAD ,, i• .. IN ACCORDANCE WITH LARGE M1551LE TEST OF +,. ASTM E I1a6 AND OF A5TM 1556. FOR THE INSPECTION OR SUPERVISION OF CONTRACTOR MAY USE WOOD STRUCTURAL PANELS A' THI5 CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING GODS COMPLIANCE PANELS TO BE PR:EGUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. +, •.', : SHALL COMPLY W/NYSBG CHAPTER #2304.1.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d ® 4" NAILING SCHEDULE ,;;r+.!,.,..,.,; ,,• o.c. EXTERIOR EDGES AND 6 d � 12 o.c. x, 1 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR „ BETTER. INTERMEDIATE. •}''"' ''' TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GODS 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THIGKNE55 OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL 5U5FLOORING TO BE APA RATED 5TURD-I-FLOOR ,.;'}i '•;:,',,;;; ',;'; ",,,,•;, ,,,�;;''';,.•..: , {`� EXPOSURE I, 5/4 MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE P YWOOD O '4,',1 ;I':;, '•., ,.''•.'" RAFTER/TOP PLATE 3-16d (TOE NAILED) L T BE 5ET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TOP PLATE 4-Sd (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CEILING JOIST/PARALLEL RAFTER 8-I6d (PAGE NAILED) 4. ALL HEADERS 6 -0 AND OVER SHALL BE SUPPORTED CEILING JOI5T LAPS OVER PARTITION 7-Ibd (FACE NAILED) WITH DOUBLE UPRI6HT5, cl'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4 strap) TRIPLE UPRIGHT5. ALL HEADERS SHALL BE A 7hl BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GE!ORGIA RIM BOARD/RAFTER 4-16d (END NAILED) t,',1 ",:; d, Y;','•!1; r ,...r,. :,;', ., • o �Io 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL tI . c,,'+,'s;;,ii;,,,'",,':^ ,;• 'Y;; .,. ,,.;,'.. TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) ?,.'a•I- AND FLOOR BEAMS A5 PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND ,Zi,(!Itl,'�.,In,{ ,,.'.rl`7,t r:•r,'1 i''; y`:. a a r u u �,:,�,'•4,;!: ; ,. .'`: w 1.:. >:•, ,1., . 4„,y, TOP PLATE AT INTERSECTIONS 4 Ibd (PAGED NAILED) .................................. 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS. 4' ''IY�Y^1.r! il'al'r''":,'.'I`?� ''}:.vi�ll,!if`• �• I',. " HEADERMEADER Ibd FACE NAILED AS PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS ( ) ......................:: :::....................... _ b. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, II , `,! ,•.. o to TOP or BOTTOM PLATE/STUD 3 16d (END NAILED) STIFFENERS SHALL Sr- REQUIRED AT ALL LOAD AND stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SI " BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) NGLE I 3/4 d�. .•! ',..,. Y: ii.,;' `,`w,. o JOIST SILL TOP PLATE or GIRDER 4-Sd TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR / ( 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HAND I BRIDGING JOIST 2-IOd TOE NAILED L NG, STORAGE, AND ERECTION OF �.�1;•r;;�;;,,,,,;,,I;,• ;•,„'..,;;,,. ,:';,,,;,';, ,:� , / ( ) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS �•,;y�';;.:;' ".'.''!1';" r',;..1.>;';, . h BLOGKING/JOIST 2-I0d (TOE NAILED) 7. BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 0 o WIT H RATED GA D to < o �45 LEDGER STRIP/BEAM 4-I6d FAGS NAILED LVANIZE METAL CONNECTORS BY ( ) „ 14. ALL MULTIPLE LVL PRODUCTS TO,! HAVE 2 ROWS OF I/2 DIA. i;i,+ JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) TEGO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. BAND JOI5T/JOI5T 3-16d (END NAILED) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO BAND JOIST/SILL or TOP PLATE 3-Ibd (TOE NAILED) BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS �+a &ABLE ROOFS PLYWOOD ROOF DECKING Sd @4" O.G. EDGES, @5" O.G. FIELD FACILITATE CONSTRUCTION AND SHALL NOT BE � O 100< O (45O STRIP 5HEATHIN6 Sd (ONE/RAFTER) SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. to < O s0 „ „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND +, PLYWOOD WALL SHEATHING Sd @4 O.G. EDGE5, @5 O.G. FIELD PROVIDE Sd COMMON NAILS ® 4' o.G. PLYWOOD SUBFLOOR DECKING 8d g6" O.G. EDGES, @12" O.G. FIELD OWNER. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 10o O (30 0 mm PROVIDE 5d NAILS ® 4" O.G. AT PERIMETER INTERIOR MAN I D 1= PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE . a = 4 FT. IN ALL GASES SOUTHOLD, NEW YORK COMPONENT AND CLADDING PRESSURE ZONES DATE: 5-17-2023 D A � ��� �racG9r% U RAL TALGAT 4 ARCHITECT ST l rNOTES & E)" ETAILS 436 7th STREET GREENPORT, NEW YORK 11944 .,. BUILDING PERMIT SET o2�ti �O (631)477-8963 At