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Home My WebLink About49994-Z TOWN OF SOUTHOLD 10 f 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 #: 49994 Date: 11/3/2023 Permission is hereby granted to: McKa , Scott 75 Birch Rd Southold, NY 11971 To: construct alterations (finish basement) to existing single-family dwelling as applied for. At premises located at: 75 Birch Rd Southold SCTM #473889 Sec/Block/Lot# 59.-2-22 Pursuant to application dated 10/18/2023 and approved by the Building Inspector, To expire on 5/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $450.00 CO-ALTERATION TO DWELLING $100.00 Total: $550.00 Building Inspector a r�"ta 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 htt s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO Building Inspector: )� J C.� : A fica#Ions end farms mus�e fill�sf nut� their e t�rery Incomplete,..... , , ; �� p�llcat�o�s v�nll n*rrt be cce ted Where the A�r�l�can#Is nit the owner,an � t,, , � � .. A+! r� `suCfrn�rbn frrFi(P��e 2j shall b carrP(e#fid: _u Date: 3 C WN 1 M ,t1F PROPERTY: Name: �' � �w SCTM # 1000- Project Address:7T Phone#: I - ` 0„ —0 C) p Email:S' 12vlci-(L'A S �` Mailing Address: CONTACT PERSON: Name: �. Mailing Address: Phone#: S� v►� �' Email: DESIGN PROFESSIONAL INFORMATION: i Name: l-i/I�l S 1/C7 �. 1 %' i; L �. A Q Q I k.) Mailing Address: 4,C- Phone#: 6-3/ — —?3& fS�0Email:Z?riAu1q 0A /.7 �.,a,/ CONTRACTOR INFORMATION: Name: / Mailing Address„ Phone#: Email: qAJLcCA C) �-� (�'I�l/l!) DESCRIPTION OF PROPOSED CONSTRUCTION p Project: �( � ❑Demolition Estimated Cost of ❑OtheStructure ❑Addition Alteration ❑Re alr 14 Ez� Will the lot be re-graded? ❑YesgNo Will excess fill be removed from premises? ❑Yeslo 1 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. ❑ Check Box After 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 i Ordinance of the Town of Southold,Suffolk,County,New York and other 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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print parne): � . "" "'� �A ❑Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 SS: Qualified in Suffolk County l' COUNTY OF ) Commission Expires April 14, 2_CQ y being duly sworn, deposes and says that(s)he is 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 4") f, 20 c3 v V M �J C day of �G Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SS�ssd�s �q ONCRETE MER CONSTRUCTION: 5(24"P.C. IER OVER 24'x36'x 12" EEP CONC. FOOTING; MIN. 36" ELOW GRAE E OVER PROPERLY I o„ MPACTED 301L 5'-2" 6'-O" 14'-9" 6'- ' 1104 "DIA. SON TUBE CONSTRUCTION: 38'x62"EGRESS ILLED w/P.0 36"MIN. BELOW GRADE, WINDOW F_ VER 24'x2 'x12"DEEP FOOTING I � I OANCHOR BOLT SCHEDULE _ _ pi �I — J r -� - - - - - - - - - - ® 32x12PRE3SUF MARK ANCHOR BOLTS CAPACITY(PLF) 0 ANCHOR BOLTS @ 24"O.C.w/7"MIN.EMBEDMENT 468 O_ I rr� 1 L J ' Lr) Ln REFERENCE: GWB TO EXTEND 8'-0" f� I ELECTRIC PANEL 2x8 TE55UKE TR ATED ALLOWABLE DESIGN VALUES ARE BASED ON NDS 2005,TABLE i iE FOR �,� TO UNDERBID OF <j REC ROOM DECK U015T @ 18 O.C. SOTHERN PINE w/FOOTNOTET.i'. �--2x8 ACQ FLOOR JOIST ; TYP. I I _ ,r w I I DECK JOIST ° I �t C.H. 7 -O I _ I I N •. I F_ 7 � m I Q _ I I TYPICAL INTERIOR I I p WALLS: L _ 4"O.D.PJ ALLY N m I COLUMN; STUDS 2D WALL; t J N O.0 � HOLD DOWN SCHEDULE ° ` R-13 INSULATION I I m N U ( I c� _ STUD CONNECTION ANCHOR w/CONCRETE ¢ I I Q 12'-4" LEGEND SIMPSON HOLDDOWN NO. STUDS N �i MODEL NO. REQ'D QTY. DIA. DIA. SPECIFICATION 2 - w �I ® HDU2-SDS2.5 (3)2x4 84"SDS " SSTB16 I 1 I (3)2x! PRESSUI - F.O.DE K ABOVE O 1 (2) x 6'-8° TRE ED BEAM i N I D OR + J --2x8 AGQ r DECK JOIST CLOSET m I —I� I I i UP (— FOUNDATION NOTES: I. REFER TO ARCH. DWGS. FOR DIMS. J I 1 Ln IQt 2. FOOTING SIZE HAS BEEN CALCULATED FOR MIN. 1500 PSF SOIL BEARING CAPACITY. 1 I I HOT WATER I Q I 3. PROVIDE MIN. a O ANCHOR BOLT @ 24 O.C. WITH A MIN. EMBEDMENT OF INTO I I CLOSET I HEATER I ro I ro MASONRY/CONCRETE AND SHALL BE PLACED WITHIN I2'� FROM END OF EACH SILL PLATE W I I w 1 I I I N N N SECTION UNLESS OTHERWISE NOTED. O x Q x Q N 4. PROVIDE ANCHOR BOLT I2 WITHIN INSIDE OR OUTSIDE CORNER. p G 431H 3 1 „ 32 ( 2 " I N 2 2 2 � ;�� 5 PROVIDE 42: MIN. FROST DEPTH FOR ALL FOOTING BEARINGS. O 3'-2 " 5'-13" 9 'I 4'-93" 7'-I I F — rp 6. 24" MIN. SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED. N —4 4 _ 4 I 4 4 32„ 3'x 6'-8" DOOR � p I I - A o f ��----2x8 ACO DECK JOIST 1 HATCHED WALLS: i I 5 MIN. P.C. SLAB 2x8 E55URE TR ATED F.0.D CK ABOVE OVER PROPERLY DECK 015T @ 18 O.C. 2x6 STUD DEMISING ° I WALLS BETWEEN- COMPACTED SOIL STORAGE AREA AND A N I UNFINISHED BASEMENT; N STUDS 24"O.0 w/ cry R-19 INSULATION 1 ° I PROVIDE 8"TYPE X'FIRE 4'-5" I � A 1 RESISTANT GYPSUM ( I 1 1 O„ i BOARD FINISH ON J L I I I CEILING 1 • 1 ► J1 d , ' ARMSTRONG . ► ► I I k ° ' k° ARCHITECTURE & • I 1 1 UNFINISHED BASEMENT 1 I 1 ° I I •. I N N 1 � I F_ — PLANNING 1 •.: 1 :` I I I I I � I I— — I I3'-I" I3'-I" I I O L + __J L _ 1 1 1 I I 2x8 ES5URE TR ATED 1 I I I DECK J013T @ 18 O.C. _ ° ROAD � rI75 BIRCH I L - - - - - - - - - - - - - -� - - - - - - - - - - - -� ► - = Southold - - I o — o . A I _ - _ _ _ — New York 11971 I I 2 FOOTING CONS UCTION: _ _ _ _ _ _ _ _ _ — J :• I 18'x 12"DEEP P.T FOOTING w/(4)#6 CONT. REBAR TIED TO WALL REBAR AT r I BUILDING PERIMETER. — — — — — — — — — — — — — — — — — — — - - - - � PROVIDE 3"OF ONCRETE COVER ON ALL REBAR, TYP, FOUNDATION PLAN FOUNDATION W LL CONSTRUCTION: 5"P.C. WALL w/ 6 VERTICAL AND PROVIDE DRAIN w/MIN. ' HORIZONTAL RE AR @ 32"O.G. 50 GAL. DRYWELL 4 OCTOBER 30, 2023 27-0' 5 6 1'-O" I Revised Foundation Plan A 100 1/4" = 1'-0" I A-3 !