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Home My WebLink About46032-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o��, 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#: 46032 Date: 4/5/2021 Permission is hereby granted to: Jenson, Julie 340 E 52nd St Apt 4C New York, NY 10022 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: � � � _��r--,� � 1655 Old Orchard Rd., East Marion SCTM #473889 co y\-z J-C1L'a Sec/Block/Lot# 31.-15-4.1 Pursuant to application dated 3/12/2021 and approved by the Building Inspector. To expire on 10/5/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $252.80 CO-ALTERATION TO DWELLING $50.00 Total: $302.80 B it i ctor DE SOUl�olo # TOWN OF SOUTHOLD BUILDING DEPT. `o0urm��' 631-765-1802 o�Y 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: lvelm < ( y)<S �b W OVY'-- 1 lgOO DATE 3 y(D INSPECTO OF SOUl�°� _ # TOWN OF SOUTHOLD BUILDING DEPT. / N � couto, 631-765-1802 4bo�),e- 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 [�r] PRE C/O [ ] RENTAL REMARKS: 0 0 4sjvbjLo- Lon,// DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ t. FOUNDATION(2ND) . z ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. C.- y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ,I- D j u IfEl � i� 0 o z m ro O z H Cq. C C�J „d H ti� BUILDING DEPARTMENT TOWN OF SOUTHOLD Town,Hall Annex 54375 Main Road P. O. Box 11:79 Southold,NY 1.1971-0959 Telephone(631) 765-1802 Fax (631)765-9502 httl2s://www.southoldto w* nny.fjov 11:t 0' JC21 Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only PERMIT No. Building Inspecto'.. MAR 1 2 221 Applications and-forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization,form(Page 2)shall be completed. Date:3/9/2021 OWNER(S)OF PROPERTY: Name,Julie Jenson —scrm#1000-31.-15-4.1 Physical Address:1655 Old Orchard Lane, East Marlon, NY Email; P,r!S o'-n M.A.; Phone#: (04(0 - 994 049*a Mailing Address: CONTACT PERSON: Name:Eileen Wingate Mailing Address:2805 West Mill Road, Maftituck Phone#:516-818-9754 Email:eileenC&quietmanstudio.com DESIGN PROFESSIONAL INFORMATION:. , Name:Condon Engineering, P.C. Mailing Address:Sigsbee Road Phone#,:.6.31298-1986 Fm;ii,-condoneng@optbnline.net - CONTRACTOR INFORMATION:. Name:TBD Mailing Addressi, J Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure OAddition WAIteration []Repair ODernolition Estimated Coistof.Projedt: Ootheir $ Will the lot be re-graded? OYes Iii No Will excess fill be removed from premisesVE' lYes. ONO PROPERTY INFORMATION Existing use of property:single family house Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to .R-40 this property? ❑Yes @No IF YES, PROVIDE A COPY. e Check.Box After Reading: The owner/contractor/design professional is responsibleforall drainage and storm water issues as provided by Chapter 236 of the Town Cade.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 otherapplicable laws,ordinances or Regulations,for the construction of buildings, additions,alterations orfor 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 n.OAS of the New Your state Penal taw. Application Submitted By(print name): uthorized.Agent 130wner Signature of Applicant 1l (,jl%fit Date:jL 1 l� STATE OF NEW YORK) 5 COUNTY OF l J 1�C1• . being duly sworn,deposes sand says that(s)he is the applicant (Na e o :individual signing contra )a ove 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 applicationfile therewith. Sworn before me this day of I "4 0,rCh ,20 l Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the.applicant is not the owner) COMMISSION EXPIRES JUNE 30,2j� i, ��:i j.Q eris 0>✓l residing at I(o ff 0I u( d r C'1�o,l_ek gCk do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. OwiVrAignature Date JM..I; Print Owner's Name 2 Y APPLICATION FOR BUILDING PERMIT Condon Engineering, P.C. D 1755 Sigsbee Road RECONFIGURE BEDROOM AND EN-SUITE BATHROOM Mattituck, NY 11952 0 O W m C� WZ W m APPROVED AS NOTED Z p 2 W DATE: B.P.# O��l EXISTING 6068 SLIDING DOOR EXT'G 2640 DBL.HNG. w z ————— ------- ----------- z Q FEE:33 BY: 00 ---- -------tea NOTIFY BUILDING DEPARTMENT AT . / O W m 765-1802 8 AM TO 4 PM FOR THE p a FOLLOWING INSPECTIONS: cREMOVE BATHROOM a O m O � 1. FOUNDATION - TWO REQUIRED FIXTURES AND PARTITIONS u) Q FOR POURED CONCRETE w co LU 2. ROUGH - FRAMING & PLUMBING = Z 3. INSULATION ----______; -- W / z 4. FINAL - CONSTR'_ ")- V MUST -- EXISTING BEDROOM BE COMPLETE O ALL CONSTRUCTION c)HALL MEET THE EXISTING w REQUIREMENTS OF TWF CODES OF NEW EN-SUITE YORK STATE. NOT RESPONSOLE FOR BATHROOM DESIGN OR CONSTRUCTION ERRORS. ---- --- ; EXISTING GARAGE y' COMPLY WITH ALL CODES OF �sse NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �+,c F+� .CnI g ,,T(11h1A 7 S@aao D TOWN 21 ANNING BOARD E`® 051 �fESS►® �� '': Sn��Tunl n mwnl TRUSTEES PLUMBING. ALL PLUMBING WASTE !Y�- WATER LINES NEED PROJECT: 2021-010 TI= IIG;BEFORE COVERING DRAWN BY: DLB OCCUPANCY OR CHECKED BY: JC ELECTRICAL PLUMBER CERTIFICATIDIv' USE IS UNLAWFUL INSPECTION REQUIRED ON.LEAD CONTENT BEFORE DATE: FEB. 26, 2021 WITHOUT CERTIFICATE PER TIFICATEOF'OCCUPANC' OF OCCUPANCY SOLDER USED IN WATER LEGEND SCALE: 4' = 1'-0" SUPPPLY SYS EVCANNOT EXCEED 2110 OF 1%LEAD =_______ REMOVE ITEM SHEET NO: ® EXISTING WALL PROPOSED DEMOLITION PLAN a Condon Engineering, P.C. ' 1755 Sigsbee Road Framing Notes: Mattituck, NY 11952 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing O 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum 0 specifications: UJ Fb=825 psi Q Fv=95 psi / Fc perp=625 psi m v 00, 17' ,_9 E=1,600,000 psi LLL 2. All Parallam(PSL)Lumber is to have the following minimum specifications: W Z M Fb=2,900 psi Q Q� Fv=290 psi Z ...1 V_ Fc perp=760 psi W (� EXISTING 6068 SLIDING DOOR EXT'G 2640 DBL.HNG. TW2032 T E=2,000,000 psi W2032 / Q Z ———— —— —— 3. All Microllam(LVL)Lumber is to have the following minimum specifications: Q LU = Z (2)2"x 8" (2)2"x 8" Fb=2,600 psi 0 _ Fv=285 psi 0 0 Q Fc perp=750 psi N E=1,900,000 psi 0 NEW BENCH _r 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the 0 0 O 0 C i WALK-IN following minimum specifications: LLI co CIO Q CLOSET Fb=3,000psi LLI CD LU Fv=300 psi V_ Fc perp=805 psi = Z, I__'t RELOCATED E=2,100,000 psi W Ue D13 pp 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be LL, EN-SUITE nailed/bolted in accordance with the manufacturers specifications. 0 RECONFIGUREDo I I BATHROOM II��I�o 6. All TJIs are to be installed in accordance with the manufacturer's spec cations and 0 BEDROOM I I yF I +� shall include squash blocking and web stiffeners at bearing points on girders and LLB ao I I I 72� lul other load bearing areas. Ce x I 46, O a I I 8 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless �I I steel.Designated connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. [�� rr �� V ®� NEW iv M 8. All floor sheathin ___ g is to be /az inch AC type plywood,tongue and groove,with an ^' ,. r APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor S c CLOSET w joists(6"O.C.edges and 12"O.C.field). 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be '� nailed with 10d common nails 6"O.C.edges and 12"O.C.field. c� 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. ?ssA C"'Obe 11.Double joists are to be installed below parallel walls. jj® 12.Blocking is to be installed at all point load bearing points. EXISTING GARAGE 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. 14.AII bolts nuts and washers are to be hot dipped galvanized. PROJECT: 2021-010 DRAWN BY: DLB CHECKED BY: JC DATE: FEB. 26, 2021 LEGEND SCALE: 4" = 1'-0" ® NEW WALL SHEET NO: PROPOSED FLOOR PLAN ® EXISTING WALL 2 I Condon Engineering, P.C. 1755 Sigsbee Road NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES ,,AN' 193 OID eBCFIp on Number of nails NailSpadng Mattituck, NY 11952 0oFraming Rafter to top plate(Too Nailed) 3-8d Per Rafter Cahill Joist to top plate(Toe Naled) 3Ad Per joist O Ceding Jo'sltoParaliel Rafter(Face Nailed) 6-16d Each lap O Ceiling Joist Laps over Partitions(Face Naffed) 6-16d Each lap ROOF W CogarTie to Rafter(Face Nailed) 3-Bd Per Tie = Blocking to Rafter(Toe Haled) 3-Bd Each end Rim Board to rafter(End Nailed) 2.16d lEachend m Wall Framing Top Plate to Top Plate(Face Nailed) 2-16d Per Foot W Top Plate at intersections(Face Nailed) 4-16d Joints ea.Side ~ ■ ■ LLB Shed to Stud(Face naled) 2-16d 24'o.c. W a Header to Header(Face Nailed) 16d 16°o.c.along edges Z r Top of Botom Plate to Stud(end Haled) 2-16d Per 2A Stud W 0 3.16d Per 2x6 Stud Q Z 4-16d Per 2x8Stud Q W = Z V Bottom Plate to Floorjoist,Band Joist,End Joist,or Blocking(Face Naled) 2-16d Per Foot oor raming O O Q Joist to Sig,Top Plate or Girder(Toe Nailed) 4Ad Per Joist 0 Bridging toJois I(Toe Naled) 2-8d Each End Ce Z ,J Bbftg to Joist(Too Nailed) 2Ad Each End C3 O O RELOCATED BlerRingto Sig or Top Plate(Too Nailed) 3.16d each block W CO) EN-SUITE Ledger Stdrym Beam(Face Naded) 3-16d earhjois m //� Lin W BEDROOM Joist on Ledger toBeam(ToeNailed) 3Ad perjoist LLB �/♦ Band Joist to Joist(End Naged) 3.16d perjoist *Y d Band Joist to Sig or Top Plate(Toe Naked) 2.16d per fool W FRESH AIR VQR K uv. - uv. K001 Sheathing ILL ...' a, W.C. z z' Structural Panels Bit 0 E Diagonal Board Sheathing 3'Edge 14'Field V T z 1'x6'or 10 2-Bd Peruppod S ,. W 1k10°orwxfer 3Ad Per Support TO APPROVED s SEPTIC SYSTEM Ceiling ea Ing - x HOUSE TRAP Gypsum Wallboard 5d coolers T Edge 110'Feld StmchrlalPaneis a ea ing �O . Bd 3°Edge14'Field Fiberboard Panels 7116' Bd 3'Edge l6'Fiekl Sz 25132' Bit T Edge 16'Field RASFMFNT Gypsum Wallboard 5dcoolers 7Edge110'Field Hard Board 8d 6'Edge 117 Field .� Particleboard Panels 8d 6'Edge11Y'Fleld � Diagonal Board Sheaihmg 1'x6°or 15r8° 2Ad per support 15r10°orwider 3Ad persupport I-loor ea Ing Stmctural Panels 1'or less 8d 3"Edge14'Feld , 1 PLUMBING RISER Diagonal BoardSheatMng greater thank' 10d 3"Edge14'Field N.T.S 1'x6'rr1'xB' 2-8d persupport 1X1o'orwider 3Ad per support PROJECT: 2021-010 "ROOF SHINGLES: FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM DRAWN BY: D LB OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314'THICK THE FASTNER SHALL CHECKED BY: JC PENETRATE THROUGH THE ROOF SHEATHING R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. DATE: FEB. 26, 2021 SCALE: ill = 1'-0" SHEET NO: