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Home My WebLink About53152-Z I TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH GIVE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 53152 Date: 07/28/2026r Permission is hereby granted to: Susan J Mccabe 135 Meadow Beach Ln Mattituck, NY 11952 To: Construct a front porch addition to an existing single-family dwelling as applied for. Premises Located at: 135 Meadow Beach Ln, Mattituck, NY 11952 SCTM# 115.-17-17.25 Pursuant to application dated 07/08/2026 and approved by the Building Inspector. To expire on 07/27/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $360.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $460.00 BuildingInspector a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town.Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 litts ,a Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E W 15 PERMIT NO. Building Ins a to - 1-C 9-t. . ..................................... JUL 8 2026 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Torn of Southold Date: C� OWN',EKS F IOPERTY: Name: '" SCTM#1000- ( - IT- TO f Project Address: Phone#: Email: ` Mailing Address: CONTACT PERSON: Names ah4A., • Mailing Add ess. qt, 0 0i k )V, Ll , Phone#: — '' '7 DESIGN PROFESSIONAL INFORMATION: Name: Mailings dress, ' ' 2 Phone#: ..- ; ..- ' " Email: CONTRACTOR INFORMATION: Name i i Mailing Addressf Phone#: Email: DESC PTION OF PROPOSED CONSTRUCTION EINww Structure ❑Addition ❑Alteration ep Ir ❑Demolition Estimated Cost of Project: op ❑0t e r Will the lot be re-graded? ❑Yes 2<0 Will excess fill be removed from premises? MYes i PROPERTY INFORMATION Existing use of property. Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. AfterGe�iheck Box Reading The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and ether applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to section 210.4S of the New York state Penal law. r Application 5ubrnrtted g (print name): Alust *rite Agent 0 owner v �E --z'`T Signature of Applicants ,� � „ Date: �j � ... nwwromimmmmmmoiNin C l Notary Public,Stat of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County Commission Expires April 14,2,, COUNTY OF being dul y sworn deposes and says that (s)he i the applicant (Name of individual signing contract)above named, (S)he is the (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 � f day of 1120 i-Aer7l Cl� Notary Public OWNERPROPERTY (Where the applicant is not the owner) j sy residing at A.-Y do hereby authorize z to apply on my behalf the Town o Southold Building Department for approval as described herein. Ow rs Signature Date ct� 4int owner's Name 2 - a Young & Young, Land 400 00 Ostrander Avenue, d. York 11901 ix It xt t -7 2 -,2 0 Alden W. Yuung$ P.E. & L.S. 190 -f 994 II Lt It i Thames C. Wolpert, r f.�- n Engineer John schnurr, Land Surveyor NOTE MR AREA = 42,570 SQ. FT. 5o SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON AUG. 21, 1987 AS MAP NO. 8377 Q. 2•W 83 W3 U) �- �- SURVEYOR'S CERTIFICATION S _ _ fiA WE HEREBY CERTIFY TO STEPHEN JACOBS SUSAN WA_ iu Ov_# ASO'AF- _ IF`FOLK COUNTY NATIONAL V VLV- ` albs �� - -- _ _ - - - - BANK & FIDELITY NATIONAL TITLE INSURANCE Y THAT THIS SURVEY WAS PREPARED IN ACCORDANCE . � rn NG_Q M PACODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY 1 LQ THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ` \ ll �= t CO LT, a N.Y$Sf L.S, NO, 917 z- s JOHN SCHNURR, 50 HOARD W. YOUNG, N.Y.S. L.S. NO. 593 WWOlt 45� 0 �4 SURVEY FOR : SUSAN- STEPHEN MCCABE � JA�O�S, � a8c _LO __--�_HAR R �� T � TT TUCK"_ OR At Mattituck, Town of Southold _ 5 ` Suffolk County, New York 2 County Tax Ma Q,S�r,�t 1000 s��t�Q� 115 81ock 17 Lot17.25 it 1 _ 1 F_I N A I-- U R�/E Y 2001 FINAL SURVEY MAR. 12, � FOUNDATION LOCATION MAY 3, 2000 , STAKED PROPOSED HOUSE FEB.. 2000 �0.ro SEPT. 15, 1999 MAP PREPARED t. SCALE 1" = 50' FS JOB NO. 99-0557 - g DWG. NO. 990557_final O ( AAONUMENT SET —MONUMENT FOUND STAKE SET v STAKE FOUND o � _vA_ M ° TYP I CAL ROOF CONST . STAN D I NC SEA1-1 I"I ETA L ROOFING o � z FLASHING SELF — ADHERING " I'101STURF GUARD PLUS" U w 3/4" AC EXT . PLYW D . SHEATHING w o 0 211x10" R . R . 0 IG " O . C . ~' � UNEXCAVATED Q ° a" P.G. SLAB W/ 6X6,loilo W.W.M. ON COMPACTED FILL 12 + ALIGN FASCIA x a v �11 ti5 REBAR DOWELS 0 12 O.G. W/ EXIST . HSE . Iq'-10" 00 IS" LONG - G" ENBED (TYP.) N 1 T . O . P . ° M 70 f� ,� EXIST . TO BE 11 EX 1ST . RE 1�1OVED (2 ) - 212 " CONT . 1� SE . � GIRDS 21 -011 11'_8" 2O,_6,. W COVERED > 1 PORCH c PARTIAL FOUNDATION PLAN PAVERS AS SELECTED O Z SGALEs ka"-V-0" BY N E R 4 " SLAB FLASHING EX I ST . V 1ST FLR . [� b GRADE dA I I AH I Z _ o L - - - - - I I- m B . 0 .I VERIFY ALL F ' I CONDITIONSL I I I I w W I ` I C01-1PACTED FILL ' 1 I TYPICAL FDN . CONST . II I - 1 8 xs P . G . FDN . WALL W/ M I I (2 ) - **S RE — BARS T#,B I I I I I II � a o EX. / I 8' x 1 P .C . FOOTING W/ o iv I I (S )**S RE — BARS L - - - - - - - - - - - - - - � X - - COVERED " PORC44 S EC —F I ON N I I M FRONT ENTRANCE' I 04186 pQ' (2)-2" 12" CONT. GIR - - - - - - - - - - - - - - - - - - - - - - - - --i S DN I I SCALE : �211 _ 11 - 011 - - - - - - - - -- - - - - - - I I'—8" 6'—10" 10'—8" 1'—0" 20'—6" A No.11 Date Title PARTIAL FIRST FLOOR PLAN REVISIONS: SCALE- k5"—I'-0" Drawn By: RMM Date: to/I 1/26 Drawing No.: OF SHEETS O U W ~ u �4W o � wau, z ¢ 0 VALLEY n ~ 0 C4 FLASHING- TYP. � � � � I I d I 00 � 00 c 12 M TYPICAL ROOFING i STANDING SEAM METAL ROOFING 2'-011 O.H. IL 11 Ll PAVERS AS SELECTED BY OWNER L�Lj I 10" SQUARE COLUMNS O l - rT ��J Z V1 BRICK VENEER01 I I r l EQ. I s0. I H NEW COV'D PORCH Z NEW COV'D PORCH 0 O FRONT ELEVATION W 1EST H � � C LEFT ELEVATION NORTH U SCALE: Ye"-V-O" SCALE= yB"-V-O" Fri 1 ^ GENERAL CONSTRUCTION. NOTES. GENERAL EXCAVATION t BACK FILLING NOTES. GENERAL CONCRETE NOTES. MISCELLANEOUS CONSTRUCTION NOTES. I. ALL CONSTRUCTION SHALL COONFORM TO THE 2025 RESIDENTIAL CODE OF I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL 1. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. NEW YORK STATE. ALL LOCAL. BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF FOR WOOD BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501L DE51GN BEARING SHINGLES WHEN REQUIRED. ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS AND NON-SHRINKING 501L CHARACTERISTICS. THE ARCHITECT HAS PREPARED PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT., C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9.' FOR WOOD AND SPECIFICATIONS WHETHER OR NOT INDICATED. .SHINGLES WHEN REQUIRED THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF 2• CARRY ALL FOOTINGS TO A MINIMUM OF 367 BELOW GRADE ON TO A FIRM d. THE TOP OF ALL CHIMNEYS 514ALL TERMINATE AT A MINIMUM OF 2'-0' er"'' 2. ALL CONSTRUCTION WITHIN THIE 130 MPH THREE SECOND THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. ABOVE ANY PORTION OF ROOFING WITHIN 10'-0'. ARCh,�� GUST WIND SPEED REGIONS SN-LACE BE IN CONFORMITY WITH THE AMERIGAN ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A B. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION PER A.I.S.C. NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS MANUAL FOR ONE AND TWO FAMILY DWELLINGS. HALL BE POURED CONCRETE, SIZE AS INDICATED ON TF'HE WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE SECTION. THE FOOTING S 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE PLANS WITH n5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION GENERAL FLASHING AND CAULKING NOTES. WALL CROSS SECTION. A. ALL PLUMBING, MECHANICAL ^ND FUEL GAS WORK SHALL CONFORM TO RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH THE PLUMBING CODE, MECHANIICAL CODE AND FUEL GAS CODES AND A. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. THE SOIL OR CONCRETE. REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS S. ,1(s'm DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. FROM THE ARCHITECT. OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. VERTICAL SURFACES. s,, �4100 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2025 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE '7TF O!' N`� !" NEW YORK STATE AND ALL LC>GAL AND FEDERAL CODES AND REQUIREMENTS 6. PROVIDE V CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO SKYLIGHTS AND WHERE 51DES OF ROOF MEET A VERTICAL SURFACE. ALL HAVING JURISDICTION. ONLY A, LICENSED AND INSURED ELECTRICAL REQUIRED HEIGHT. FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4' FROM THE ROOF CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON SPECIFICATIONS. WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO WATERPROOFING BY RUB-R-WALL OR EQUAL. 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE 8. FINISH SLAB 514ALL BE A MINIMUM OF 4' THICK POURED CONCRETE ON BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR BEFORE: THE START OF THE "ORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. UNDISTURBED 501L OR 4' THICK COMPACTED SAND TO 95% RELATIVE DENSITY. THEIR TRIM. 7. THE CONTRACTOR SHALL BE FRESPONSIBLE FOR VERIFICATION OF ALL A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A 9. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR CONDITIONS AND DIMENSIONS IWITH THE ARCHITECT PRIOR TO THE START OF THE MINIMUM OF 3'-0" BELOW FINISHED GRADE. HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY ITE5T. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. WORK. -5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER ANCD 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY GARAGE FLOOR SLABS SHALL NAVE MINIMUM ULTIMATE COMPRESSION RELATE TO ALL MATERIALS, .MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE STRENGTH OF 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED? TO HEIGHTS ALIGNMENT AND DIMEENSION5 UNLE55 INDICATED OTHERWISE. THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAAL DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. 9. ALL MATERIALS AND PRODUCT"5 SHALL BE PROVIDED AS INDICATED IN AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE CONCRETE VOLUME. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL o. Date 11 Title MATERIAL AND PRODUCTS SHAALL BE NEW AND FREE FROM DAMAGE. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. REVISIONS: 10. ALL CONSTRUCTION SHALL BEE LEVEL, PLUMB AND TRUE UNLE55 NOTED 11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI OTHERWISE. ALL CONSTRUCTICJN SHALL BE TO THE LINES AND DIMENSIONS SHOWN. UNLESS NOTED OTH ER¢WISE. 3I8 AND ASTM C1157 REQUIREMENTS. 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL Drawn By: 11. THE ARCHITECT IS NOT RESPCDNSIBLE FOR CONSTRUCTION MEANS, CONFORMING TO THE LATEST ASTM A-615 GRADE 60. METHODS, TECHNIQUES, SEQUEENCES, PROCEDURES, SHORING, BRACING, PROTECTION, OF LIFE AND PR40PERTY OR FOR THE SAFETY PRECAUTIONS AND 13. CONSTRUCTION JOINTS IN THE CONCRETE SMALL NOT BE PERMITTED Date: PROGRAMS IN CONNECTION WITTH THE WORK AND AL50 NOT RESPONSIBLE FOR WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK 6/'I/26 THE CONTRACTOR'S FAILURE TTO PERFORM THE WORK IN ACCORDANCE WITH THE STATE LICENSED ENGINEER. DRAWIIGS AND SPECIFICATIONAS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) Drawing No.: ACTS OF ERROR OR OMISSIONI BY THE CONTRACTOR OR ANY OF THE HORIZONTAL. 5UB-CONTRACTORS OR ANY PMRSON PERFORMING THE WORK. OF SHEETS