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HomeMy WebLinkAbout52664-Z TOWN OF SOUTHOLD e BUILDING DEPARTMENT 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#: 52664 Date: 02/11/2026 Permission is hereby granted to: Theodore J Ko It is 125 W 22nd St Apt 413 New York, NY 10011 To: Construct interior alterations at existing single family dwelling as applied for. Premises Located at: 5850 New Suffolk Rd, New Suffolk, NY 11956 SCTM# 117.-2-18.1 Pursuant to application dated 12/17/2025 and approved by the Building Inspector. To expire on 02/11/2028. Contractors: Required Inspections: Fees., Single Family Dwelling- Addition&Alteration $1,110.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S1,210.00 Building Inspector ' TOWN OF SOUTHOLD--BUILDING DEPARTMENT , 4 Town Hall Annex 54375 Main Road P. o. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-�9502 t ��� �' ?w W S' ° ��,o t � � � �' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERNi1fi NO. 6dBu i ldln ,In e tor.- Applications and farms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization farm(page 2)shall be completed. Date: 12/16/25 OWNER(S)OF PROPERTY: Name: Jeffery Fox SCTIVI#1000-117-02-18.1 Project Address: 5850 New Suffolk Road, New Suffolk 11935 Phone#: �. G�5 Email: x afi)y%-(M1W Mailing Address: CONTACT PERSON: Name: Richard Mato, A.I. A. Mailing Address: P.C.Q. Box 2284 9 ue A� bo ue, N.Y. 11931 Phone#: 631-523-5879 Email: rich@rmatoarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: � Richard Mato, A.l. A. Mailing Address: P.O. Box 2284 9 ue A� bo ue, N.Y. 11931 Phone#: 631-523-5879 Email: rich@rmatoarchitect.com INFORMATION: TRACT N F CON TRACTOR R O Name: Mailing Address Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [I New Structure MAddition 'Alteration ❑Repair ❑Demolition Estimated Cost of Project: C7 Other 60,000 i Will the lot be re-graded? C]Yes RNo Will excess till be removed from premises? ElYes No F �, � �///`//�, LAND NfF S.C.T.M. NO. DISTRICT- 1000 SECTION:117 BLOCK:2 LOT(S):18.1 OF f//////�/////// STAN GRODSKI t rf ,FRESH WATER f fr////,POND//r/// 4N �? u� LAND N/F *+ "+ OF COOPER FAMILY 2007 M A IRREVOCABLE TRUST SHE PIPE 147.32' D.7'N 1.2S 7.2'S _ MON. ~ HEDGE ALONG LINE QL0 4' FENCE CC} N N r,L � w _ ©H Z ¢ ) x o Q .Q Z 2 STY fj�Aj QrA D o . - f o . fPORCH L.P.GAS 0 ^ CUR ASPHALT DRIVEWAY UPDATE 09-05-25 2.0'N (p 3.0 E THE WATER SUPPLY, DF� S ARLOCA7IONS SHOWN ARE A 77 S L W AND OR DATA OBTAINED FROM OTHERS 1Y 75-1¢'3 p AREA:45,726.24 SQ.FT. or 1.05 ACRES ELEVA RON DA ML Um4u 0 AL_ Ov 0 WY A 770V T E CAS LAB fAU MAP NOT WE AU NOT A UA L �S' RtW ONLY TO W PEITSON FOR WOM VE StRWY IS PWARED Ah ON HIS apjALr TD rrtr MLE COWRANY.GOMMMVTAL AGDVCY AMD LOWWO M777IJ770MWODD R4IL FENCE LWO ON.AA To�ASS 7N �� �7I7DTWg IARAN7�AI NOT LAND N f F 275.33' 0s'w TY 70 S A 0.5'N NOT NTEWED TD ma"fN O GME VIE'SWCT/aV OF MV=ADO1770MSTRUCnffS OR AND 0 OF SEMMWACE SMUORMS RWMW OR UMWCaVW ARE NOT"RANRW twsw PHYSICAUY T 04N 7HE PrAWISES AT 7W MIE OF SVRWY KEITH & CHRISTINE PIACENTE SURVEY ORDESCRIBED PROPERTY CERTIFIED TO: JEFF FOX,£ AMY FOX' o a� FIDELITY NATIONAL TILE INSURANCE; MAP OF. 00 o FILED: .- SUFFOLK SITUATED AT:NEW � � � TowN OF;SOUTHOLD - -4111 MON. � X'SOY O �,PLLC am SUFFOLK COUNTY, NEW YORK P�_ oa� B� � a - �^t P.O,Box 153 Aquebogue,New York L 1931 (�E O R�J�'Et ROAD PHONE(691)29e-16W PAX(831)M-16M FILE 111 x 7-100 SCALE: =30 DAZE:DULY 18, 2017 N.Y.S LISC.NO.05OW2 i G�SSes54a- Q PROVIDE III DRYWELL to RETAINING WALLS O Q DRAIN SEE LANDSCAPE PLAN 1 / \ FOR DETAILS O PROVIDE "FIRE STOPPING" =N I UNDERSIDE OF FLR. JST. O I I m rl � m FwHroorog I NEW 2"x4" FR. WALL V o REIII F. P.C. EADER I I I a G.W.B. CLG. REFS O DE IL THIS PAGE W W I VERIFY ALL Z I CONDITIONS IN �' :� (2)3*5 CONTINUOUS �O I I o z 3 W 1- 3y2° 14 S @ '-7" _ SY2" I I I ":e ts3 STIRRUP6"Oin Ld� .G. W W - Z I EX. F.J. z E-• X I EX. III/e" F.J. N (2)tt6 CONTINUOUS W = z 6 DROP OFF Q EXTEND 24" PAST OPN'G w U m I ►-� 11 11 11 m AREA o m �- i G M x 2 4 2 W 8„ REINF . P.C . HEADER m 12'-107/8" cn w I SCALE: 3/4" = 1 ' -O" a Q _N `1 I EX. DUCT < U CL I rt�`1 I 6 USE 2" CONT. RIGID EXIei71N GIRDER I 00 1 ri — _ INSULATION AROUND - °O 6 ADD Y2 ST PLT. EA. SIDE _ I I- N PERIMETER - F- �" (SEE D T IL THIS PG.) I I UI x 1� �. m I I I EXISTING COLUMN i6a •+ I I I 0 = U G� M TO BE REMOVED 2 x6 STOR. I - 4714 _ 3y II D I 3y 11 I I I o 3y2'1 141_7„ 71-g7L11 10'-11}/g" 2 7'-4" 111 2 I I W I I5'-I" J� I 0 EXIST. FND. WALL CO F � G� '�j M _ u IL 11—OII I I J 1 0 BEAH ELENGTN 1'-w t'-w 1'-0• 1'-0' t'-w 1'-r .• 3�/ 11 3y211 I I Y /2 I I z I a� EXIST. FN . SLAB �I VERIFY ALL — co CONDITIONS I I I LADDER , I I I MULTIPLE MICRO-LAM MEMBER ASJ STEEL FLITCH PLATE NOTED ON PLANS (IF INDICATED ON PLANS) SITTING AREA F- I I W 1 I %• W O BOLTS W/LOCK WASHERS rT, 0 / ---------------�1 I X EXIST. TRUNK LINE I I MICRO-LAM / FLITCH PLATE BOLTING DETAIL •� 3 W N.T.S. uj x W 107/ 11 ,------------- - --,LJ 3'J II 1 1 m TYP . SECTION I " U U, I 3y211 111_87/11 8 1O,-OII / / 3y'2 gl_OII -- "` �, O„ I 3Y 11 ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS 40 ' V �S 11 g / l-———————————— ————————— -I-— T BE BOLTED AS SHOWN. N 3'-011 r-- -----------� / // 11'-33811 MEC� 1 1 I SHELVES I SCALE: 3/g"=I'-O" O L -1 / I // / ----------- - -------------- --- / / I I �G�-1. T 1 ,.,., v / I EXIST. TRUNK LINE. I W ——————— ---------- ----------- x Ul a_ U FINISHED AREAWAY BEVERAGE CENTER /// ALUMINUM BAR GRATE EXIIST. TRUNK LINE REF / L SEE DETAIL EXISTING SINK GIRDER IL ( 1 � NEW \— — a — — _ — -- -- -.— — -!3 — I to (EJECTOFR�J rWl COUNTER �. I I SD/CO PUMP ------ °-� — RF HALL N -N I I I I oR C', m UP F�v w I 13�x6' H2o 0 15R G (T1 G° N OsD/co o m� I I ��j�P _ w r lL S k ALUMINUM BAR GRATE _IJ ELEC.... cv GA r _ �9 L, S I / FOUNDATION GRADE AR X --(�y' SATE•-I i / 1 OIL TA EXISTING I �-I I-LI-I:-' 3y2„ W 3y2" lV `D / I I I TO E REMOVED I k2" BRG. MIN. -III-III '-8" - lEd �I'-'1" j!E.F. 13 -I L in —_ —_ _— —_ J _ 3y2 -III— I Q O O ITI-I 3 f-z+ W. 5y2° 1 I r to ALUMINUM BAR GRATE PITCH STUCCO IEXIII-ICI I I I O LSTANK TINGI lye" THK. �IIII IIIII �/ TO E REMOVED I 1EX' = (Y ' I "ASTELINE STUCCO FINISH COMPACTED FILL Q n n u u n u u u u u n i GRADE IL LADDER 211 GRAVEL — 'wf m m 3"x2"x%4" ANGLE BRACKET SECURED TO FND. WALL TYPICAL FDN. CONST. 2" MIN. BRG. VxO" P.G. FDN. WALL W/ RETAINING WALL (2)-3*5 RE-BARS 74B WATERPROOFING AREANAY 5"xIW' P.G. FOOTING lN/ (3)US RE-BARS TYp,=wSEC/�TIION FOUNDATION AREAWA 1 SCALE: �4"_ I' -G" rNr-inALU1"I . GRATE DETAIL APPROVED AS NOTED ����,�, OR t DATE;a_ ' yB.P.# S�G�r a: o� SCALE: I " = I ' -O" ' FEE BY: °,;r�'� I �4�� IT �Y-��p� � •$�Ja"�I ' NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE ®�'G', FOLLOWING INSPECTIONS: ' LEGEND FIN 15HIED BASEMENT PLAN 3• V.T.R. i 1. FOUNDATION-TWO REQUIRED IzooF FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMB I,',, COMPLY WITH ALL CODES OF SCALE: k4"-I'-O" 3. INSULATION NEW YORK STATE &TOWN CODES EXISTING WALL FINISHED BASEMENT AREA: 1,711 S.F. I 4 -CONSTRUCTIONBECOMPFINAL LETE C.O. AS REQUIRED AND CONDITIONS OF I . _SOUTHOLDTOWN ZBA 3 12.2.25 PERMIT ALL CONSTRUCTION SHALL MEET THE PROPOSED NALL IST FL. I REQUIREMENTS OF THE CODES OFNEW SOUTHOLD TOWN PLANNING BOARD 2 11.10.25 REV. DESIGN NOT _ _2._ 2• _ YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES I I I.6.25 REV. DESIGN E NALL TO SE REMOVED r I F DESIGN OR CONSTRUCTON ERRORS No. Date Title VERIFY ALL EXISTING CONDITIONS AND CLEARANCES 2.1 2' 2'2•I 2.1 —I N.Y.S.DEC REVISIONS: PRIOR TO CONSTRUCTION, NOTIFY ARCI-IITECT OF DISCREPANCIES. I I 1 o SOUTHOLDHPC NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. s,N AV I 11 F.A.I. C D.W. ELECMICA t-.SP€=04 REQUIRED SCHD Drawn By: ,v. ! . / SASEI"IENT RMl"I s• 2• 2• PLUMBING Date: 3' 3• 8• C.O. C.O. TO AN APPROVED PLUMBER CERTIFICATION ALL PLUMBING Wr,'- D 10/28/25 C.O. SANITARY SYSTEM &WATER L.N-r. ' =. ON LEAD CONTENT BEFORE TESTING BEFOF.'-i ERING Drawing No.: 4• x.H.C.I. CERTIFICATE OF OCCUPANCY C.I.H.T. SOLDER USED It/ 1A//-',TER PLUI\(SING RISER DIAGRAI"I criI 'Pr_YSY.^T NOT TO SCALE OF SHEETS I i o � GENERAL CONSTRUCTION NOTES: O M U I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF a NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL W BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS O� Ua AND SPECIFICATIONS WHETHER OR NOT INDICATED. �-1 3 U W W z � w x 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND ^^ h—I U GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN H O O FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION M F' MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. 00 r l `•/ N c� A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO X 00 THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND r 1 M REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED V �j O N PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. F� a M 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. IGITC �N DINING ROOM GREAT ROOM 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE EXISTING FALSE RIDGE WORK. F� Li O a 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY W � RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, w Q U VERIFY ALL HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. T^ a Q CONDITIONS V1 W - q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN -� - NEW BASEMENT THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE O Q R, STAIRWELL MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 141-211 tl MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ~ X W H POST UP s/4.x11 7/B,t L.V.L. HD DN PosT 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED NEW (2)-I F—I 15R OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS u F — SHOWN UNLESS NOTED OTHERWISE. T � � v1 11. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 1 METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR V 1 � THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE � p I� DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THEa'-oil BY2 o CL05E UP OPG. 0 ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE l`/J N SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. STUDY W ENERGY NOTES: I. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN 2 CAR GARAGE COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. LEGEND D 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS r 1 i ti OF THE RES CHECK REPORT OF THESE DRAWINGS. G EXISTING WALL :y 3. THE DESIGN OF ALL HVAC PLUMBING AND ELECTRICAL SYSTEMS IS THE ' ' r+l PROPOSED WALL SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS C C C C C C C WALL TO BE REMOVED UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF FIRST ��00� PLAN � Af� AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 3 12.2.25 PERMIT NEW YORK STATE ENERGY CODE. 2 11.10.25 REV. DESIGN I 11.6.25 REV. DESIGN No. Date 11 Title REVISIONS: �] Drawn By: RI"IM Date: 1 O/25/25 Drawing No.: OF SHEETS I