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HomeMy WebLinkAbout50759-Z 4-� - TOWN OF SOUTHOLD BUILDING DEPARTMENT rV TOWN CLERK'S OFFICE Poq GKP *" v'ti. SOUTHOLD, NY , pr 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 . _. r __...a. ..... ...... ... _..... Brooklyn, NY 11201 _, .._....__ ...m.. To: Demolish and replace deck addition to an existing single-family dwelling as applied for. At premises located at: 265 Orchard St, Orient ..........M.. _vvv_...... SCTM # 473889 Sec/Block/Lot# 25.-241.1 Pursuant to application dated 4/1IT9/2024 and approved by the Building Inspector. To expire on 11/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $466.00 CO-ADDITION TO DWELLING $100.00 Total: $566.00 ............. ..__ __.............................._..._ Building Inspector TOWN O BUILDI NG DEPARTMENT Town Hall Annex 54375 Main Road P. 0, Box 1179 Southold, NY I l971-0 59 1 Telephone ( 31) -l I'a (63 I) 7a - 02 Itit .Ja erw. ca�ticaldtow nn . rc r Date Received APPLICATION FOR BUILDING PERMIT v . � w N For Office Use Oi PERMIT N0, V 759 Building inspector: �—Lq-/M R 1 " `0 P4 Applications and forms must be filled out In their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Ownees 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 Phone#:917-328-4353 1Email:dleung@torys.com 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# 631-209-2410 Email:stacy@mplastudio.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair iRDemolition Estimated Cost of Project: ❑Other Remove and replays rear deck 40,000 Will the lot be re-graded? Dyes 19No Will excess fill be removed from premises? RYes ❑No 1 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 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 296 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 other applicable Laws,Ordinances or Regulations,for the construction of bulldings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, sa housing coda and regulations and to admit authorised Inspector on premises and In building(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 R'Owner Signature of Applicant: G Date: O`i I k 14 V� STATE OF NEW YORK) SS: COUNTY OF SWWk— IJ 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 application Dana L.Schuessler Sworn before me this NOTARY PUBLIC,STATE OF NEW YOR1 Registration No.02SC6445049 h „j"', Qualified in New York County y 12/0512026 day of ]��li 20 otar Pu y biic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, 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 VV GENERAL CONSTRUCTION NOTES: PROPOSED 6'HT. EXISTING CHAIN 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. 4q WY I L E U N G RESIDENCE { IN ADDITIONS,ALTERATIONS & RENOVATIONS: SHALL CONFORM WITH APPENDIX J '` I 265 Orchard Street Orient, New York 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 0 v © { 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL -_EXISTING EXISTING { { DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. BARN PROPOSED COTTAGE { 4. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY I MASONRY { OF 2000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL PATIO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS I DISTURBED BY CONSTRUCTION. TABLE R401.4.1 SUBSCRIPT B: WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS { I { WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, THE �o { ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% < 7% TOTAL AIR CONTENT BY VOLUME AND HAVE AN { marshal) poetzel 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 tia I i LANDSCAPE A P. C H I T E C T U P E EXISTING WOOD GAT SHALL CONFORM TO THE LATEST ACI STANDARDS. / TO REMAIN,TYP. 6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS, STUDS RAFTERS AND ALL FRAMING C) 5175 Midddll I I) Box478 LUMBER SHALL BE DOUG-FIR LARCH #2 OR BETTER. E= 1,600,000 I PROPOSED PERMITTED { e Road 17'X 42' POOL do I I{ Mattituck,NY 1 1952 MIN. FB FOR DIMENSIONAL LUMBER= 850 PSI. EXISTING GENERATOR PRIVET HEDGE PROPOSED ON-GRADE { WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING MASONRY PATIO { phone: (631) 209-2410 BUT NO LIMITED TO: DECK FRAMING, POSTS, HEADERS, GIRDERS &LEDGERS. TOPSOIL { fax: (631)315-5000 STOCKPILE { email: studio@mplastudio.com 7. ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: / AREA _-----------PROPOSED POOL y A.)ALL FASTENERS SHALL BE: HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. EQUIPMENT LOCATION B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES ` ) ARCHITECT: C.)ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR USP, ETC. SHALL BE HOT-DIPPED 10;0„ ( I i Lynch Eisinger Design Architects Simon Eisinger, AIA GALVANIZED OR STAINLESS STEEL. ' i 319 Grand Street, 2nd Floor EXISTING SOLID WOOD New York, NY 10002 8. ALL ENGINEERED WOOD PRODUCTS SUCH AS "TRUS JOISTS, MICRO-LAM, ETC"SHALL BE INSTALLED IN ACCORDANCE ENCLOSURE ,� WITH THE MANUFACTURERS LATEST INSTALLATION DETAILS, FRAMING CONNECTORS, ALLOWABLE HOLE DIAGRAMS, Office: (212) 219-6377I SPECIFICATIONS, ETC. EXISTING AC UNIT(TYP.) / EXISTING WOOD FENCE+ EXISTING UTILITY POLE+OVERHEAD SURVEYOR: MICRO-LAM DESIGN STRESS GATE PROPOSED 4'HT.WIRE: E = 1.9. FB =2.600 PSI. FV=285 PSI ' MESH FENCE I { WIRES(TYP.) John M.Abruzzo, PLS "PARALLAM PSL" DESIGN STRESS: E = 2.0, FB =2,900 PSI, FV=290 PSI ' P.O. Box 61 "ANTHONY POWER BEAMS DESIGN STRESS; E =2.1, FB =3000 PSI, FV=300 PSI -w--.� { "r - Islip Terrace, NY 11752 9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH EXISTING WALL PROPOSED CEDAR GATE TO I Office: (516) 381-1056 MATCH EXISTING { CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. SHALL NOT BE LESS THAN f96'-o" 34 INCHES AND NOT MORE THAN 381NCHES. ALL HANDRAILS SHALL BE CONTINUOUS ' ------ PROPOSED EXISTING PRIVET HEDGE o { THE FULL LENGTH OF THE STAIR FROM A POINT 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 WALL SHALL HAVE A SPACE: OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL STEPS EXISTING { AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. MODIFIED (TYP.) _ DECK+STEPS �{ / �RAVEL DRIVEWAY I F- TO BE REMOVED I ({ 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 - COTTAGE { IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE / EXISTING RESIDENCE I I 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 IIJCH SPHERE CANNOT PASS THROUGH. o WOOD FENCE 0 { OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. L 0 11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, ; CONCRETE AND WERE DECKS ABUT HOUSE FRAMING. , WASHOUT L I o 0 I AREA ___,_ 12. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. ' I , REGULATORY REQUIREMENTS: PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE 1 SITE DATA: S CTM#: 1000-25-2-1 1.1 ROOF ASSEMBLY TO THE FOl1NDATION. ° 0 -ALL CONSTRUCTION, MATERIALS,AND Zoning District: R40 0 o XISTINC EQUIPMENT SHALL BE IN STRICT Lot Area:37,653 SF (or 0.864 acres) 13. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507 - GRAVEL ACCORDANCE WITH ALL FEDERAL, NEW 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. L 202.94• 0 ENVIRONMENTAL REGULATIONS. April 26,2023. R507.9.1.1 LEDGER DETAILS N6657'59yy -THE ITEMS DEPICTED IN THIS PERMIT 2. This drawing is for the purpose of DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL, DRAWING ARE INTENDED TO BE obtaining permits only. NOT FOR PRESSURE-PRESERVATIVE-TREATED SOUTHERN 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 SOLELY FOR THE SPECIFIED OWNER AND 3. Unauthorized alteration of this plan is a EOC MASONRY VENEER. FOF pgVEMCNT o 8556� AT THE PROJECT SITE LOCATION NOTED violation of NYS Education Law. ON THE DRAWING. TYPICAL DECK JOIST SPANS TABLE R507.6 ORCH /� o o REVISIONS /'"1 p D s r -THE SCOPE OF WORK IN THE PLAN HAS DATE DESCRIPTION ' \ TREE .� BEEN DESIGNED L ACCORDANCE TO THE DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) 2020 RESIDENTIAL CODE OF NYS. ALLOWABLE JOIST SPANb MAXIMUM CANTILE:VERc,f o -THE SWIMMING POOL SHALL BE SPACING FASTENING SCHEDULE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) COMPLETELY AND CONTINUOUSLY SURROUNDED BY A BARRIER AS SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERSc BASED ON TABLE R602.3 1 NAILING SCHEDULE WIND DESIGN REQUIRED AND IN ACCORDANCE TO SPECIESa J � � SUBJECT TO DAMAGE FROM S (inches) GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN ECTION R326.4. (inches) NUMBER AND TYP SPACING AND SNO SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL W (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP -THE CONTRACTOR IS RESPONSIBLE TO DESCRIPTION OF FASTENER LOCATION LOAD REGION ZONE CATAGORY DEPTH 12 16 24 12 16 24 EXECUTE ALL WORK IN COMPLIANCE WITH s e a I 20 LB S 140 NO NO NO 13SEVERE T-0" TODERATTE 11 YES NO 1500orless 52.1 THE SPECIFICATIONS AND DSC 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 RECOMMENDATIONS OF ALL RELEVANT � A'�F 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. Kar/ REGULATORY AGENCIES AND ,a 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 O.[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. CONSTRUCTION SHALL MEET ALL �r � 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. Southern pine 2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 FEDERAL, STATE AND LOCAL ZONING, v ' FLOOR FRAMING - "' s'� `D m ORDINANCES, REGULATIONS, CODES, w z 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 4-8d BOX LAWS, ETC. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL TABLE 507.9.1.3 1 s 0 2710 Q- -THE LANDSCAPE ARCHITECT IS NOT �' O 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, 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 Douglas fir-larchd, 22 PLATE( ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL DECK LEDGER TO BAND JOIST CONNECTION SUPERVISION, OR ADMINISTRATION OF hem-firs THISCONSTRUCTION PROJECT. IT SHALL JOIST SPAN TITLE: 2-10d BOX CONNECTION 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 23 BLOCKING TO JOIST EACH END DETAIL <6' s'1~To s' 8'1"TO 10' 10'1~To 12' BE THE RESPONSIBILITY OF THE spruce-pine-fird, 2-8d COMMON CONTRACTOR TO ARRANGE FOR ALL 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 1/2"DIA.THRU BOLT L E N Redwood, 25 2" PLANKS (PLANK&BEAM FLOOR& ROOF) 3-16d COMMON 36" 36" 34" 29" western cedars, 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 4-10d BOX AT EACH BEARING, FACE NAIL & 1/2"MAX.SHEATHING G E D PLAN+ DETAILS ponderosa pine el 2 x 10 14-11 13-0 10-7 2-8 2-10 2-8 26 BAN[)OR RIM JOIST TO JOIST 4-10d BOX PER JOIST 121"TO 14' 141"TO 16' 16'1"TO 18' -SHEET 1 red pinee 3-16d COMMON 1/2"DIA.LAG SCREW -- 2 x 12 17-5 15-1 12-4 3-10 3-9 3-1 &1/2"MAX.SHEATHING 13" 11" 10" PROPERTY LINE 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP& BOTTOM STAGGERED ON OPPOSITE SIDES 1/2"DIA.THRU BOLT 24" 21„ 19„ --- EXISTING WOOD FENCE & 1/2"MAX. SHEATHING a.No.2 grade with wet service factor. 4-16d BOX 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL b.Ground snow load,live load=40 psf,dead load= 10 psf, L/A=360. LEDGERS SHALL BE FLASHED EXISTING CHAIN LINK FENCE p 2-10d BOX(3") OR LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 0 8 16 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON 2-1/2/" EACH END, TOENAIL c.Ground snow load, live load =40 psf,dead load=10 psf, UA=360 at main span,L/A=180 at ( ) H=�� I - cantilever with a 220-pound point load applied to end. - pH EXISTING OVERHEAD WIRE SCALE 1/16" - 11-01, 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 C.EAST e.Northern species with no incasing factor. COMPLIANT WIRE MESH FENCE CHECKED BY: D P'' 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 depth 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 6'HT WOOD STOCKADE REVISED: FENCE SHEET OF 2 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) 17 11 marshal) pale /el LANDSCAPE ARCHITECTURE � PO Box 478 5175 Middle Road I— Mattituck,NY 11952 I phone: (631) 209-2410 I I I I I I I I ( I fax: (631)315-5000 L - - - - J L - - - - J L - - - - � L - - - _ J L - - - - J L - - - J email: studioc)mplastudio.com ARCHITECT: Lynch Eisinger Design Architects 2x6 ACQ DECK JOISTS @ Simon Eisinger, AIA DECKING TO MATCH 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 CONCEALED HANGERS Office: (212) 219-6377 2x12 ACQ STAIR STRINGERS FASTENERS) d @ 16"O.C.(TYP.)TO LAND ON SURVEYOR: O 12"WIDE CONCRETE PAD John M. Abruzzo, PLS in POURED TO FROST DEPTH 60 P.O. Box 61 m Islip Terrace, NY 11752 Q 0 1x8 MAHOGANY Office: (516) 381-1056 v FASCIA BOARD U) 2x8 ACQ BASE HEADER r - - - - - - - - - - - -� r - -- - � F_ F_ (2)2x6 RIM JOISTS(TYP.) I L - - - - _J L - - - - J L- - - - J L - - - - -) L - - - - -J L - - - J a ci d o N O SITE DATA: 19 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. I 2. This drawing is for the purpose of a obtaining permits only. NOT FOR CONSTRUCTION. 2x6 ACQ LEDGER BOARD TO BE FASTENED TO BUILDING WITH(2)2"LAG Q 3. Unauthorized alteration of this plan is a EXISTING SCREWS WITH COMPOSITE SPACERS violation of NYS Education Law. RESIDENCE BETWEEN LEDGER+HOUSE I REVISIONS I DATE DESCRIPTION ( INSET A: DECK PLAN Plan Scale: 1/2" = 1'-0" s e a / ADSCAP �O Karl EXISTING E o c" n RESIDENCE (3)2 X 6 ACQ GIRDERS R507.9.2 LATERAL CONNECTION (TYP.) 0 SIMPSON DTT2Z WITH(8)4"X 1Z"SDS SCREWS SIMPSON H2.5AZ (2)2X6 RIM JOISTS SHALL BE SOUTHERN 02 7� ALLOWABLE LOAD PER TIE:1825BS L HURRICANE TIE AT T�OF NE�11 EACH JOIST NOT LESS THAN(2)LOCATIONS WITHIN 24"OF DECKING TO MATCH EXISTING a BOARDS TO MATCH EACH END OF DECK CREENED PORCH FLOORING (3)SIMPSON LPC EXISTING SCREENED DECK CONSTRUCTION NOTES:2 MAX CONNECTORS TITLE: S (INSTALLED WITH PORCH FLOORING 8"DIA.LAG SCREW PREDRILLED 2X6 ACQ DECK JOISTS @ 16"O.C. EACH TREAD) CONCEALED FASTENERS) AT EACH POST (INSTALLED WITH - DECK FRAMING LUMBER POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC. TO CENTER OF PLATE CONCEALED FASTENERS ATN 3 PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. )JOIST HANGER BETWEEN LEDGER - ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS,AND EACH JOIST SHALL ALSO BE DECK PERMIT AND JOIST AT EACH DECK JOIST DECK SUPPORT+ 6X6 ACQ POST(TYP.) ±11" r-- 1X8 MAHOGANY FASCIA ANCHORED TO GIRDER(S). 2X6 ACQ LEDGER BOARD TO BE FASTENED ATTACHMENT o SIMPSON PBS66 0 1X8 MAHOGANY FASCIA - GIRDERS FOR DECK JOISTS TO BE ANCHORED TO EACH POST WITH SIMPSON CONNECTORS. PLAN DETAILS TO BUILDING WITH(2)-1"x 5"LAG SCREWS @ POST BASE STANDOFF F.G 2xs ACQ BASE HEADER - POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 10" DIAMETER CONCRETE PIER WITH + 16"O.C.WITH COMPOSITE SPACERS 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. s'o.c.WITH HOOK STRINGSIMPSON LSCZ C w x ET HT. - ALL DECKING MATERIAL SHALL MATCH EXISTING SCREENED PORCH FLOORING. BOARDS TO BE STRINGER CONCRETE PAD FOR STRAP THE LENGTH OF THE ATTACHED TO EACH JOIST WITH CONCEALED FASTENERS. STEPS - INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0" OC ALONG 2s"x 2s""SQUARE TING THE LENGTH OF THE RIM JOIST. FOFORM FILLED OT"POST OWI H - INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK CONCRETE FRAMING BEFORE INSTALLING THE DECK BOARDS. INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND HURRICANE SCALE AS NOTED CLIPS TO MEET CURRENT BUILDING CODES. DRAWN BY: AB SECTION AB - TYPICAL DECK SECTION C.EAST D P 2 CHECKED BY: Section Scale: 11Z = V-0" J.PAETZEL DATE:2024.04.11 REVISE. SHEET 2 OF 2