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HomeMy WebLinkAbout50759-Z ho4aof Solo/ls°�° Town of Southold * * P.O. Box 1179 Y 53095 Main Rd °� • i� Southold, New York 11971 y�ourm.a� CERTIFICATE OF OCCUPANCY No: 46536 Date: 09/30/2025 THIS CERTIFIES that the building DECK Location of Property: 265 Orchard St Orient, NY 11957 S ecB lock/Lot: 25.-2-11.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/19/2024 Pursuant to which Building Permit No. 50759 and dated: 05/29/2024 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: Raised terrace addition to single-family dwelling as applied for. The certificate is issued to: Darien Leung,Jeffrey Davis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: utho ' ed Si nat e 4aOFSOIJ TOWN OF SOUTHOLD BUILDING DEPARTMENT ' AzTOWN 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#: 50759 Date: 05/29/2024 Permission is hereby granted to: Darien G Leung 50 Bridge Park Dr Apt 9B Brooklyn, NY 11201 To: Demolish and replace deck addition to an existing single-family dwelling as applied for.Amended 10/23/24 to replace deck with 725 sf raised terrace.' Premises Located at: 265 Orchard St, Orient, NY 11957 SCTMI#25.-2-11.1 Pursuant to application dated 04/19/2024 and approved by the Building Inspector. To expire on 11/28/2025. Contractors: Required Inspections: FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $466.00 CO-ADDITION TO.DWELLING $100.00 Amendment Fee $146.50 Total $712.50 Building Inspector X` TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY col � �a�sj 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#: 50759 Date: 5/29/2024 Permission is hereby granted to: Leung, Darien 50 Bridge Park Dr Apt 9B Brooklyn, NY 11201 To: Demolish and replace deck addition to an existing single-family dwelling as applied for. At premises located at: 265 Orchard St, Orient SCTM #473889 Sec/Block/Lot# 25.-2-11.1 Pursuant to application dated 4/19/2024 and approved by the Building Inspector. To expire on 11128/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $466.00 CO-ADDITION TO DWELLING $100.00 Total: $566.00 l� Cl Building Inspector ho�apF SOUTyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 6 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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:P :ret,4� on- DATE )40 INSPECTOR marshall paetzel ® E C E Q V E LANDSCAPE ARCHITECTURE S E P 2 9 2025 September 23, 2025 Building Department e p Town of Southold Town of Southold Building Department 54375 NY-25 Southold, NY 11971 RE: Leung Residence: 265 Orchard Street, Orient, NY 11957 To whom it may concern, This letter is to certify that I witnessed the installation of the concrete footings and walls of the elevated masonry terrace connected to the existing residence and constructed with a Town of Southold Building Permit. I certify that the elevated masonry terrace at 26515 Orchard Street, Southold, NY 11957 was built according to the Southold Town approved plans prepared by Marshall Paetzel Landscape Architecture, PC and the construction meets NY State and local codes. Sincerely, Jonathan Paetzel, RLA 0SCgp"' �t0 Ka r/ i 2 �TF OF NE�tJ HAMPTONS: PO Box 1379 -530 Montauk Highway-Suite 203 - Amagansett,New York 11930 NORTH FORK: PO Box 478 - Mattituck,New York 11952 - 631-209-2410 www.mpfastudio.com FIELD INSPECTION REPORT DATE COMMENTS � ro o � FOUNDATION (IST) 04 "-S 4 ------------------------------------ '�J FOUNDATION (2ND) z 0 ROUGH FRAMING& (n PLUMBING y U ' r INSULATION PER N.Y. 0 y STATE ENERGY CODE .� I Wes. FINAL ADDITIONAL COMMENTS s 3 12 J SIdG qa _r'c c# /0-7 79 '1 ( Qd c-eG-K +6 �a.5 w , J ���2� 1C-� � -��e, 1405�_ � o dZ cb' S N .Z x x d ro H TOWN OF SOUTIIOLD— BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.soutlioldtownpy.lov Date Received APPLICATION FOR BUILDING PERMIT For Office Use 01 PERMIT NO. 50759 Building Inspector: APR 1 8 2024 'Applications and forms must be filled out in their entirety.Incomplete applications will not t be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall.be completed. Date:04/10/2024 OWNER(S)OF PROPERTY: Name:Darien Leung SCTM# 1000-25-2-11 1 Project Address:265 Orchard Street, Orient, NY 11957 Email:dieung@torys.com Phone#:917-328-4353 Mailing Address:50 Bridge Park Drive, Apt 9B, Brooklyn, NY 11201 CONTACT PERSON Name:Stacy Paetzel - Marshall Paetzel Landscape Architecture Mailing Address:P.O. BOX 478, Route 48, Mattituck, NY 11952 Phone#:631-209-2410 Email:stacy@mplastudio.com DESIGN PROFESSIONAL INFORMATION: Name:Stacy Paetzel - Marshall Paetzel Landscape Architecture Mailing Address:P.O. Box 478, Route 48, Mattituck, NY 11952 Phone 11:631-2 0 9-2410 Email:stacy@mplastudio.com CONTRACTOR INFORMATION: 4 Name: Mailing Address: Phone#: Email -DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure OAddition CIAlteration OlRepair WDemolition Estimated Cost of Project: 00ther Remove and replace rear deck $40,000 Will the lot be re-graded? OYes ig No Will excess fill be removed from premises? 59Yes 0No PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district In which premises is situated: Are there any covenants and restrictions with respect to R40 I this property? []Yes @No IF YES, PROVIDE A COPY. 8 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.APPUCATION 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 other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as heroin described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on promises and In bullding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print name):Darien Leung ❑Authorized Agent @Owner Signature of Applicant: Date: O to Zy STATE OF NEW YORK) SS: COUNTY OF ' ►J"'' y`)r�''' Darien Leung being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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 applicationF irommissionw chuesslerSworn before me thisTATE OF NEW 1'(3R1:.02SC6�3�15049 cw York Countyday of �/��V ,20 2 Tres 121051202b 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 i 50 -7 5 Rcnd ,1100-�2.3_a� -OK- LEUNG RESIDENCE 265 Orchard Street Orient, New York E O C T EXISTING PROPOSED CHAIN LINK FENCE 6'HT.STOCKADE FENCE 19qW 7 y a O 0 paletel marshal) © EXISTING EXISTING I I LANDSCAPE ARCHITECTURE BARN MASONRY COTTAGE PATIO I - - v PO Box 478 I LNEXCAVATED I I tt Mattitu MiddleNY 11952 phone: (631)209-2410 yo fax: (631)315-5000 4"CONCRETE SLAB I email: studio@mplastudio.com WITH 6x6 W.W.M.ON COMPACTED FILL. FORMED+POURED FINISHED MASONRY TERRACE CONCRETE STEPS NOT TO EXCEED 30"ABOVE GRADE OVER FOOTING(TYP.) ARCHITECT: PROPOSED Lynch Eisin er Design v 0 L n Architects so MASONRY STEPS Y g 9 Simon Eisinger,AIA o, EXISTING WOOD GATE 7" 319 Grand Street, 2nd Floor m o TO REMAIN,TYP. 10" o I New York, NY 10002 J 1POOL MASONRY PATIO yo I 7" Office: (212) 219-6377 24' SURVEYOR: EXISTING TOPSOIL 12"X 24"CONCRETE John M. Abruzzo, PLS GENERATOR TOPSOIL 36"BELOW STOCKPILEFF P.O. Box 61 POOL EQUIPMENT p`R� 50FF. GRADE MINIMUM Islip Terrace, NY 11752 LOCATION Office: (516) 381-1056 O EXISTING TREE / o RESI TANG A 1-4" (TYP. r REMAIN I l i 1 so ® I EXISTING UTILITY .� RAISED TERRACE FOUNDATION PLAN EXISTING POLE+EXISTING SOLID WOOD ( WIRES(TYp�HEAD Plan Scale: 1/4"= 1'-0" AC UNIT \ ENCLOSURE \ yQ (TYP.) EXISTING 2 WALL 94'-5" EXISTING PROPOSED TERRACE WOOD FENCE+ PROPOSED 725 SF EXISTING = GATE RAISED MASONRY PRIVET HEDGE EXISTING - - DN TERRACE+STEPS LANDING+STEPS a 2R (TYP) EXISTING 280 SF MODIFIED DECK+STEPS GRAVEL DRIVEWAY TO BE REMOVED I / TO BE USED FOR a r_ CONSTRUCTION 6 EXISTING/ SITE DATA:ACCESS I COTTAGE EXISTING BILCO EXISTING TM : 1000-25-2-11.1 RESIDENCE EXISTING EXISTING WOOD Zoning District: R40 SCREENED-IN FENCE+GATE Lot Area:37,653 SF (or 0.864 acres) i PORCH v NOTES: I EXISTING 1. Base map prepared by John tM. Abr o, PLS, dated / CONCRETE _ = I ion based on survey RESIDENCE April 26,2023. WASHOUT I 0 2. This drawing is for the purpose of / AREA L ------� II p p EXISTING AVEL obtaining permits only. NOT FOR / o DR VEWAY CONSTRUCTION. FLASHING AS REQUIRED X. 'f'•' x N°' o o FOR WATERPROOFING 3. Unauthorized alteration of this plan is a N m� violation of NYS Education Law. EXISTING GRAVEL G)c M EXPANSION DRIVEWAY TO BE USED 6"HT.STONE SLAB STEPS GRANITE PAVING TO MATCH JOINT AS CONSTRUCTION = N EXISTING PATIO ON-SITE REVISIONS < ACCESS o m TOP OF FOUNDATION DATE DESCRIPTION ' = r REINFORCED CONCRETE SLAB 6x6 W.W.M. - 20294 1 m o FINISHED FIRST FLOOR TOP OF SUBFLOOR 10.01.24 UPDATE DECK PERMIT PLAN+ GRADE TOP OF MASONRY TERRACE DETAILS TO BE RAISED ' TERRACE PLANS+DETAILS. ce°srs yr , MIN.GRAVEL BASE PIN SLAB TO HOUSE FOUNDATION THROUGH Ng556'30'•`N o o (2)NOA REBAR CONTINUOUS EXPANSION J OI C WITH$i4 -85.g3 u 10"CAST IN PLACE CONCRETE FOUNDATION WALL REBAR @ EDGE OF P 1 NOA REBAR @ 12"O.C.VERTICAL S e a I AVEMENT o ORCHARD Y = CONTINUOUS 12"X 24"CONCRETE FOOTING • ` HgRD o 0 STREET (2)N0.4 REBAR CONTINUOUS ' NpSCgpF ��O ar Karl pay�QCy 1 � z RAISED TERRACE SECTION Section Scale: 1/4"= V-0" 0027A O Tqr�of 14 TITLE: FOUNDATION NOTES: • ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR ALL SAME AND RAISED TERRACE • ALL FOOTINGS SHOALL NS REST ON UNDIS UI SE RBED SOILICALLY ON MINIMUM BEARING CAPACITY OF 2 TONS PER L E G E N D PERMIT PLAN SQUARE FOOT. FOOTINGS SHALL BE A MINIMUM OF 36" BELOW GRADE. • BACKFILL WITH APPROVED MATERIAL. BACKFILLING UNDER THE SLAB AND AROUND PIERS SHALL BE DONE IN LAYERS, NOT TO EXCEED 12". COMPACTIONS HALL BE 95% OF MAXIMUM DENSITY AT -- PROPERTY LINE OPTIMUM MOISTURE CONTENT. DO NO BACKFILL WALLS UNTIL THEY ARE LATERALLY SUPPORTED. • EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD WEATHER. " • REMOVE ALL WATER FROM EXCAVATION PRIOR TO PLACEMENT OF CONCRETE. o EXISTING TREE TO REMAIN • CONCRETE MATERIAL FC=3,000 PSI AT 28 DAYS FOR ALL CONCRETE. 0 8 16 • AIR ENTRAIN ALL CONCRETE FOR FOUNDATION WALLS EXPOSED TO WEATHER. CALCIUM CHLORIDE SHALL NOT BE USED. off EXISTING OVERHEAD WIDE • GROUT AND RUB ALL EXPOSED SURFACES OF FOUNDATION WALLS WITHIN 48 HOURS OF POUR. SCALE 1/16" = 1'-0" z • CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-84 AND ACI 318-83 • REINFORCING STEEL :ASTM A615 GRADE 60 CONCRETE FOUNDATION WALL DRAWN BY: SCHEEL • MAXIMUM SLUMP:4" FOR SLABS AND 5" FOR ALL OTHER CONCRETE. c ECKED BY: D P 1 • FLOOR SLAB TO RECEIVE STEEL TROWEL FINISH.APPLY CURING COMPOUND IMMEDIATELY AFTER J.PAETZEL CONCRETE FOOTING DATE:2024.09.25 TROWELING. REVISED:2024.10.01 SHEET 1 OF 1 "Rood GENERAL CONSTRUCTION NOTES: PROPOSED 6'HT. I EXISTING CHAIN APPROVED AS NOTED '1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW YORK STATE. STOCKADE FENCE LINK FENCE AS ADOPTED BY NEW YORK STATE MAY 12. 2020. ; DA • -tT B.P.# O ! 5 LEUNG RESIDENCE {N ADDITIONS,ALTERATIONS & RENOVATIONS: SHALL CONFORM WITH APPENDIX J I° - 265 Orchard Street { NOTIFY BUILDING DEPARTMENT AT Orient, New York 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 631-765-18028AMTO4PM FOR THE FOLLOWING INSPE(ITIONS- 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL -EXISTING EXISTING { FOUNDATION=TWO REQUIRED DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. � BARN COTTAGE PROPOSED FOR POURED bbNCRETE ON-GRADE ROUGH-FRAMING&PLUMBING 4. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY / MASONRY OF 2000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL w s PATIO �{ INSULATION BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS �� FINAL-CONSTRUCTION MUST DISTURBED BY CONSTRUCTION. / { BE COMPLETE FOR C.O. TABLE R401.4.1 SUBSCRIPT B:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS y { ALL CONSTRUCTION SHALL MEET THE WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE { REQUIREMENTS OF THE CODES OF NEW ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. / { { YORK STATE. NOT RESPONSIBLE FOR tom_ 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% < 7% TOTAL AIR CONTENT BY VOLUME AND HAVE AN I { DESIGN OR CONSTRUCTION ERRORS I--parshallpoetzel ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. EXCEPT EXPOSED SLABS, ' { GARAGE SLABS AND STEPS SHALL BE 3500 PSI. ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 4.ALL CONCRETE sa LANDSCAPE Q R C H I T E C T U R E SHALL CONFORM TO THE LATEST ACI STANDARDS. EXISTING WOOD GAT { COMPLY WITH ALL CODES OF / TO REMAIN,TYP. { NEW YORK STATE&TOWN CODES 478 6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER: JOISTS, STUDS RAFTERS AND ALL FRAMING PROPOSED PERMITTED I �� S REQ" IREDAND CO.UDYTIC)NS 01' 51 Boxddl Mnrrrrttr�t� n 5175 Middle Road LUMBER SHALL BE DOUG FIR LARCH #2 OR BETTER. E = 1,600,000 O OSED 1Tx MI POOL do ,{ �tJlJtn01DT�::ii1 Mattituck,NY 11952 PRIVET HEDGE 1 MIN. FB FOR DIMENSIONAL LUMBER= 850 PSI. EXISTING GENERATOR PROPOSED ON-GRADE { '�» »»,.� ,,� WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING MASONRY PATIO { ' ' �1i:'�ur° " phone: (631) 209-2410 BUT NO LIMITED TO: DECK FFZAMING, POSTS, HEADERS, GIRDERS &LEDGERS, TOPSOIL { M DT0,713= fax: (631)315-5000 STOCKPILE I { email: studio@mplastudio.com 7. ALL EXTERIOR LUMBER SHALT_BE ACQ REQUIRING THE FOLLOWING: f AREA ---------- y { /^� ���r��^(�► PROPOSED POOL / o A.)ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. EQUIPMENT LOCATION I ARCHITECT: B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES r • ` I Lynch Eisinger Design Architects C.)ALL STRUCTURAL CONNECTORS I.E. SIMPSO)N STRONG-TIE OR USP, ETC. SHALL BE HOT-DIPPED 10=0" I I Simon Eisinger, AIA GALVANIZED OR STAINLESS STEEL. , 319 Grand Street, 2nd Floor 8. ALL ENGINEERED WOOD PRODUCTS SUCH AS "-TRUS JOISTS, MICRO-LAM, ET HALL BE INSTALLED EXISTING SOLID WVOOD �+ { RETAIN STORM WATER RUNOFF New York, NY 10002 C S ST LLED IN ACCORDANCE ENCLOSURE R WITH THE MANUFACTURERS LATEST INSTALLA71ON DETAILS, FRAMING CONNECTORS, ALLOWABLE HOLE DIAGRAMS, k�y EXISTING UTILITY PURSUANT TO CHAPTER 236 Office: (212) 219-6377 SPECIFICATIONS, ETC. EXISTING AC UNIT(TYP.) / EXISTING WOOD IFENCE+ POLE+OVERHEAD OF THE TOWN CODE SURVEYOR: "MICRO-LAM" DESIGN STRESS: E = 1.9. FB =2.60(0 PSI. FV=285 PSI ' GATE PROPOSED 4'HT.WIRE MESH FENCE �T _TJohn M. Abruzzo, PLS LA "PARALM PSL" DESIGN STRIESS: E =2.0, FB =2,900 PSI, FV= 290 PSI WIRES(TYP.) P.O. Box 61 "ANTHONY POWER BEAMS DESIGN STRESS; E =:2.1, FB=3000 PSI, FV=300 PSI EXISTING WALL PROPOSED CEDAR GATE TO- -"- - Islip Terrace, NY 11752Office: (516) 381-1056 9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL CDN AT LEAST ONE SIDE OF EACH MATCH EXISTINGCONTINUOUS RUN OF TREADS OR FLIGHT WITHI FOUR OR MORE RISERS. f9s'-o" HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. SHALL NOT BE LESS THAN EXISTING PRIVET HEDGE 34 INCHES AND NOT MORE THAN 38INCHES.ALL HANDRAILS SHALL BE CONTINUOUS ' - PROPOSED 0 { THE FULL LENGTH OF THE STAIR FROM A POIN-F DIRECTLY ABOVE THE TOP RISER OF A FLIGHT EXISTING ___________ DECK+STEPS I { TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAILS ADJACENT TO / LANDING+ a { A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-112 INCHES BETWEEN THE WALL STEPS I EXISTING II MODIFIED (TYP.) DECK STEPS AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. � I _ { �RAVEL DRIVEWAY e � F- � TO BE REMOVED TO BE USED FOR { 10. GUARDS: R312 PORCHES. BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR CONSTRUCTION INSET A-DECK PLAN-SEE SHEET DP2 EXISTING { GRADE BELOW SHALL HAVE A RAILING NOT LESS THAN 36 INCHES ACCESS EXISTING hEXISTING `"" COTTAGE I IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE / RESIDENCE { - { NO MORE THAN 4 INCHES APART. EXCEPT: THE'TRIANGULAR OPENINGS FORMED BILco EXISTING SCREENED-IN BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO PORCH EXISTING { BE OF SUCH ASIZE THAT A6 INCH SPHERE CANNOT PASS THROUGH. ^ WOOD FENCE o { OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL I •--,-� HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, %,e>'.' CONCRETE a -- AND WERE DECKS ABUT HOUSE FRAMING. WASHOUT E I o o I AREA -----� 12. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTTURAL LOAD BEARING CONDITIONS. REGULATORY REQUIREMENTS: DATA: DA SITE DA PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE SITE 1000-25-2-1 1.1 ROOF ASSEMBLY TO THE FOUNDATION. + - -ALL CONSTRUCTION, MATERIALS,AND ° I = Zoning District: R40 = XISTING EQUIPMENT SHALL BE IN STRICT 13. EXTERIOR DECKS: EXTERIOR'WOOD DECKS SHALL CONFORM TO SECTION R507 I . 0 GRAVEL ACCORDANCE WITH ALL FEDERAL, NEW Lot Area: 37,653 SF (or 0.864 acres) GRAVEL RIVEWA YORK STATE, SUFFOLK COUNTY, AND NOTES: R507.2.4 FLASHING CONSTRUCTION SOUTHOLD TOWN ZONING AND BUILDING FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH AccEss o CODES, ORDINANCES, REGULATIONS, 1. Base map information based on survey OR APPROVED NONMETALLIC MATERIAL THAT' IS COMPATIBLE WITH THE SUBSTRATE OF THE STRUCTURE ETC. INCLUDING ANY RELEVANT prepared by John M. Abruzzo, PLS, dated AND THE DECKING MATERIALS. 202.94. 0 ENVIRONMENTAL REGULATIONS. April 26,2023. R507.9.1.1 LEDGER DETAILS h6s.,,.5gh -THE ITEMS DEPICTED IN THIS PERMIT 2• This drawing is for the purpose of DECK LEDGERS SHALL BE A MINIMUM 2-INCH B1Y 8-INCH NOMINAL, DRAWING ARE INTENDED TO BE obtaining permits only. NOT FOR PRESSURE-PRESERVATIVE-TREATED SOUTHEIRN PINE. INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR.OR CONSTRUCTED ONLY AFTER RECEIVING CONSTRUCTION. APPROVED, NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. DECK LEDGERS SHALL NOT SUPPORT �..,� o o ALL REQUIRED PERMITS/APPROVALS,AND CONCENTRATED LOADS FROM BEAMS OR GIRDERS. DECK LEDGERS SHALL NOT BESUPPORTED ON STONE OR So _ C SOLELY FOR THE SPECIFIED OWNER AND 3. Unauthorized alteration of this plan is a MASONRY VENEER. G�OlzPAVE T ° AT THE PROJECT SITE LOCATION NOTED violation of NYS Education Law. ON THE DRAWING. TYPICAL DECK JOIST SPANS 0 REVISIONS ORCHARD � o o r THE SCOPE OF WORK IN THE PLAN HAS DATE DESCRIPTION TABLE:R507.6 BEEN DESIGNED IN ACCORDANCE TO THE DECK JOIST SPANS FOR COMI1WON LUMBER SPECIES(ft.-in.) TREE T 2020 RESIDENTIAL CODE OF NYS. ALLOWABLE JOISTT SPANb MAXIMUM CANTILEVERc•f o -THE SWIMMING POOL SHALL BE SPACING FASTENING SCHEDULE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) COMPLETELY AND CONTINUOUSLY SIZE SURROUNDED BY A BARRIER AS SPECIESa SPACING OF DECKJOISTS OF DECK JOISTS WITH CANTILEVERSc BASED ON TABLE R602.3 (1) NAILING SCHEDULE WIND DESIGN SUBJECT TO DAMAGE FROM REQUIRED AND IN ACCORDANCE TO (inches) o WIND SECTION R326.4. (inches) GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST WINTER ICE SHIELD AIR MEAN NUMBER AND TYP SNOW WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL DESCRIPTION SPACING AND LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP -THE CONTRACTOR IS RESPONSIBLE TO 12 16 24 12 16 24 MFOF FASTENER LOCATION ZONE DEPTH EXECUTE ALL WORK IN COMPLIANCE WITH s e a ! MODERATE 20 LBS 140 NO NO NO B SEVERE 31-0" 11 YES NO 1500 or less 52.1 THE SPECIFICATIONS AND TO HEAVY RECOMMENDATIONS OF ALL RELEVANT t`1DSCgp� 2 X 6 9-11 9-0 7-7 1-3 1-4 1-6 M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. REGULATORY AGENCIES AND !`� Kar/p 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. N 2 x 8 13-1 11-10 1 9-8 2-1 2-3 2-5 Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. CONSTRUCTION SHALL MEET ALL �� y Southern pine FEDERAL, STATE AND LOCAL ZONING, 2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 FLOOR FRAMING o , S. ORDINANCES, REGULATIONS, CODES, 4-Sd BOX LAWS, ETC. 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 21 JOISTTO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL -� 3-8d COMMON TABLE 507.9.1.3(1 271 OF N�� 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 -THE LANDSCAPE ARCHITECT IS NOT s o00 Q- 2 x 6 9 6 8-8 7-2 1-2 1-3 1-5 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON RESPONSIBLE FOR THE INSPECTION, T �O Douglas fir-larchd, 22 PLATE(ROOF APPLICATIONS ALSO) IOd BOX 6"O.C.TOE NAIL DECK LEDGER TO BAND JOIST CONNECTION SUPERVISION, OR ADMINISTRATION OF �� g hem-fird JOIST SPAN THIS CONSTRUCTION PROJECT. IT SHALL spruce-pine-fird BLOCKING TO JOIST 2-1Od BOX CONNECTION BE THE RESPONSIBILITY OF THE , 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 23 2-8d COMMON EACH END DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' CONTRACTOR TO ARRANGE FOR ALL TITLE: 2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 4-16d BOX 1/2"DIA.LAG SCREW 30" 23" 18" 15" INSPECTIONS REQUIRED. 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL &1/2"MAX.SHEATHING DECK PERMIT 2 X 6 8-10 8-0 7-0 1-0 1-1 1-2 Redwood, " 3-16d COMMON AT EACH BEARING, FACE NAIL & 1/2"MAX.1/2"DIA.THRU BOLT SHEATHING 36" 36" 34^ 29^ western cedars, 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 25 2 PLANKS (PLANK&BEAM FLOOR& ROOF) 4-10d BOX 121"TO 14' 14'1"TO 16' 16'1"TO 18' L E `-' E N D PLAN+ DETAILS ponderosa pinee, 2 x 10 14-11 13-0 10-7 2-8 2-10 2-8 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST red pinee 3-16d COMMON 1/2"DIA.LAG SCREW 13" 11" 10" -- PROPERTY LINE -SHEET 1 2 x 12 17-5 1 15-1 1 12-4 1 3-10 1 3-9 1 3-1 &1/2"MAX.SHEATHING 27 BUILT UP GIRDERS AND BEAMS 1 Od BOX 24"O.C. FACE NAIL TO TOP& BOTTOM STAGGERED ON OPPOSITE SIDES 1/2"DIA.THRU BOLT 24„ 21„ 19" --- EXISTING WOOD FENCE a.No.2 grade with wet service factor. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL & 1/2"MAX.SHEATHING LEDGERS SHALL BE FLASHED b.Ground snow load,live load 40 psf,dead load= 10 psf, L/A=360. EXISTING CHAIN LINK FENCE 2-10d BOX(3") OR LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 0 8 16 2-1/2/COMMON " EACH END, TOENAIL c.Ground snow load,live load=40 psf,dead load=110 psf, L/A=360 at main span,L/A= 180 at 29 BRIDGING OR BLOCKING TO JOIST 2-8d { ) cantilever with a 220-pound point load applied to e!nd. pH EXISTING OVERHEAD WIRE SCALE 1/16" - 1'-0" d.Includes incising factor. DRAWN BY: Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. PROPOSED 4'HT.NYS POOL CODE G.EAST e.Northern species with no incising factor. COMPLIANT WIRE MESH FENCE CHECKED BY: D P 1 Where the ultimate design winds speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for J.PAETZEL 9 P 9 P 9 P 9 PP P DATE:2024.04.11 f.Cantilevered spans not exceeding the nominal deptth of the joist are permitted. minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. PROPOSED C HT WOOD STOCKADE REVISED:FENCE SHEET 1 OF 2 I LEUNG RESIDENCE 265 Orchard Street Orient, New York (2)2x6 RIM JOISTS(TYP.) (3)2x6 ACQ (2)6x6 ACQ POST m GIRDERS 10"DIAM.CONCRETE PIER SET IN 'SQUARE FOOT' 36"MIN.BELOW GRADE(TYP.) ! 6'-5"O.C.(TYP.) (SEE DETAIL 1) marshal) poe ze l LANDSCAPE 4P, CHITECTUPE - - — i - - — - - — - - - - PO Box 478 5175 Middle Road Mattituck,NY 11952 phone: (631) 209-2410 fax: (631)315-5000 L - - - - J L_ - - - - J L - - - - J L_ - --- J L - - - - J L - - - J email: studio@mplastudio.com ARCHITECT: Lynch Eisinger Design Architects DECKING TO MATCH 2x6 ACQ DECK JOISTS @ Simon Eisinger, AIA EXISTING SCREENED 16"O.C.FASTENED TO 319 Grand Street, 2nd Floor PORCH FLOORING LEDGER BOARD+RIM New York, NY 10002 (INSTALLED WITH a JOIST W/JOIST Office: (212) 219-6377 CONCEALED HANGERS� 2x12 ACQ STAIR STRINGERS FASTENERS) d @ 16"O.C.(TYP.)TO LAND ON SURVEYOR: O N 12"WIDE CONCRETE PAD John M. Abruzzo, PLS fn POURED TO FROST DEPTH 0o P.O. Box 61 m Islip Terrace, NY 11752 a Office: (516) 381-1056 p 1x8 MAHOGANY U FASCIA BOARD LU 2x8 ACQ BASE HEADER - - - - - - - - - - _1 F- - - - -� r - --- -� F-- - - -� - - - -� 2x6 RIMJOISTS(TYP.) L - - - - _J L - - - - J L- - - - J L - --- J L - - - - J L - - - J n: v a O U SITE DATA: bo bo SCTM#: 1000-25-2-1 1.1 Zoning District: R40 Lot Area:37,653 SF (or 0.864 acres) NOTES: 1. Base map information based on survey prepared by John M.Abruzzo, PLS, dated April 26,2023. 2. This drawing is for the purpose of obtaining permits only. NOT FOR a 2x6 ACQ LEDGER BOARD TO BE CONSTRUCTION. FASTENED TO BUILDING WITH(2)z'LAG 3. Unauthorized alteration of this plan is a EXISTING violation of NYS Education Law. I SCREWS WITH COMPOSITE SPACERS RESIDENCE BETWEEN LEDGER+HOUSE REVISIONS I DATE DESCRIPTION . I INSET A: DECK PLAN Plan Scale: 1/2" = 1'-0" s e a I �.1DS C,qp (D m EXISTING RESIDENCE (3)2 X 6 ACQ GIRDERS(TYP.) R507.9.2 LATERAL CONNECTION * ' SIMPSON DTT2Z WITH(8)4"X 11"SDS SCREWS SIMPSON H2.5AZ (2)2X6 RIM JOISTS j� �02 71 ALLOWABLE LOAD PER TIE:1825 LBS HURRICANE TIE AT TF OF NEB EACH JOIST NOT LESS THAN(2)LOCATIONS WITHIN 24"OF DECKING TO MATCH EXISTING a BOARDS TO MATCH EACH END OF DECK SCREENED PORCH FLOORING (3)SIMPSON LPC EXISTING SCREENED DECK CONSTRUCTION NOTES: 2 MAX CONNECTORS (INSTALLED WITH PORCH FLOORING TITLE: 8'DIA.LAG SCREW PREDRILLED CONCEALED FASTENERS) AT EACH POST (INSTALLED WITH TO CENTER OF PLATE CONCEALED FASTENERS AT - DECK FRAMING LUMBER (POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE SOUTHERN 2X6 ACQ DECK JOISTS @ 16"O.C. EACH TREAD) PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. DECK PERMIT J(OIST HANGER BETWEEN LEDGER - ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS,AND EACH JOIST SHALL ALSO BE AND JOIST AT EACH DECK JOIST 1X8 MAHOGANY FAS3CIA ANCHORED TO GIRDER S DECK SUPPORT+ 6X6 ACQ POST(TYP.) � ±11^ l+ ( )• ST WITH SIMPSON CONNECTORS. 2X6 ACQ LEDGER BOARD TO BE FASTENED ATTACHMENT o SIMPSON PBS66 0 1X8 MAHOGANY FAS3CIA - POSTS SUPPORTING GIRDERS- GIRDERS FOR DECK JOISTS OSHALL BE ANCHORED TO A BE ANCHORED TO EACH 010" DIAMETER CONCRETE PIER WITH PLAN+ DETAILS TO BUILDING WITH(2)z"X 5"LAG SCREWS @ POST BASE STANDOFF F.G. 2X8 ACQ BASE HEA©ER 16" O.C.WITH COMPOSITE SPACERS j a SIMPSON PBS66 POST BASE SCREWED TO POST+ EMBEDDED IN CONCRETE. BETWEEN LEDGER+BUILDING 10"DIA.CONCRETE #4 REBAR @ 7"O.C. - CONCRETE FOOTING TO BE A MINIMUM OF 36 BELOW GRADE,AND CONCRETE PIERS ON FOOTING -SHEET 2 PIER CONTINUOUS SHALL BE A MINIMUM OF 6"ABOVE GRADE. +24"O.C.HORIZONTAL - ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, NAILS, (3)#5 DOWELS @ SCREWS, BOLTS, ETC.)SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS STEEL. a'o.c.WITH HOOK SIN TINGE LSCZ C w x ET P - ALL DECKING MATERIAL SHALL MATCH EXISTING SCREENED PORCH FLOORING. BOARDS TO BE 111 STRINGER CONCRETE PAD THEFOR ATTACHED TO EACH JOIST WITH CONCEALED FASTENERS. STRAP THE LENGTH OF THE STEPS - INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0"OC ALONG 28"X 28""SQUARE TING THE LENGTH OF THE RIM JOIST. FoFORM FILLED OT"POST oWITH - INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK CONCRETE FRAMING BEFORE INSTALLING THE DECK BOARDS. SCALE AS NOTED - INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. DRAWN BY: SECTION AB - TYPICAL DECK SECTION C.EAST ABCHECKED BY: D PZ Section Scale: 1112" = 1'-0" J.PRETZEL DATE:2024.04.11 REVISED: SHEET 2 OF 2 I