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HomeMy WebLinkAbout50196-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 4 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 #: 50196 Date: 1/9/2024 Permission is hereby granted to: Hartranft, Diane 1475 Oaklawn Ave ............e............. ...... . _ Southold, NY 11971 To: Construct a front porch addition and interior alterations to include doors and windows to an existing single-family dwelling as applied. At premises located at: 1475 Oaklawn Ave, Southold SCTM #473889 Sec/Block/Lot# 70.-3-4 Pursuant to application dated 12/7/2023 and approved by the Building Inspector.. mmmmIT�__ To expire on 7/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $576.00 CO-ALTERATION TO DWELLING $100.00 Total: $676.00 Building Inspector ' *a 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) 765-95021 t s,-//www.southg1dtoNynny.yo yv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. S Building lnspector•'Jg� DEC � ' Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. I Date: In OWNER(S)OF PROPERTY: Name:Southold Property Manager LLC LSLm �# 000- o, Project Address: 1475 Oaklawn Avenue, Southold, NY 11971 Phone#:347-567-5047 1Email:anderson.minaya@gmail.com Mailing Address:70 W. Main st, East Islip, NY 11730 CONTACT PERSON: Name:Anderson Minaya Mailing Address:70 W. Main st, East Islip, NY 11730 Phone#:347-567-5047 Email:anderson.minaya@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Eric Jaworowski Mailing Address:6 Glover Circle, Lynbrook, NY 11563 Phone#:631-804-8329 Email:ehjaworo@aol.com CONTRACTOR INFORMATION: Name:Pedro Lantigua Mailing Address:70 W. Main st, East Islip, NY 11730 Phone#:631-579-7425 Emapdrlantigua@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure DAddition ❑Alteration *Repair ❑Demolition Estimated Cost of Project: ❑other $ -70oq Will the lot be re-graded? ❑Yes giNo Will excess fill be removed from premises? ❑Yes QNo 1 PROPERTY INFORMATION Existing use of property:SFR Intended use of property:SFR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes f*No IF YES, PROVIDE A COPY. W 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 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 buildingls)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 name): jA,-'0 h'l/,� ❑Authorized Agent �bwner Signature of Applicant: Date: JE J-/I a� STATE OF NEW YORK) S• COUNTY OF% ) ✓ i � Mi� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 V' /)-� (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 i l� 3 day of ., 20 Notary public Afty hNic,S' of NM York No.01 P1 64 0594 8,Ssffol Caw ty PROPERTY OWNER AUTHORIZATION �sSi(n i h411h23,2 (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 NEWLEVE-01 M If~ __5 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE2/6 2DIYYYY, 12/6/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. .............. . ...... _ IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on 'g this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT PRODUCER NAME: Cotten Coverage Insurance,Inc. 'PHONE 631 698-4776 FAX 631 698-6091 530 Horseblock Rd (A/c,No,Ext):( ) (ac,No):(631) Farmingville,NY 11738 ADDRESS:_ INSURER(S)AFFORDING COVERAGE NAIC# )NSURERA:Claverack Co;opelrative Insurance Company 43834 INSURED ,,...INSURERB: ... New Level Homes LLC tN3URER C'r 57 Cedar Drive INSURER D a Bay Shore,NY 11706 INSURER E, INSURER.F _ COVERAGES ... CERTIFICATE NUMBER: � REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR TYPE _R ADDI SUBR W POLICY E POI&CY EXP EACH OCCURRENCE $ 5001,6(6 A�X �COMMERCIAL GENERAL LIABILITY POLICY NUMBER LIMITS _ i CLAIMS-MADE X OCCUR 11013654 1/25/2023 1/25/2024 DAMAGE TO RENTED Excluded PREMISES(Ea occurrence) _ MED EXP(Any one person) $ 2,000..... PERSONAL&ADV INJURY 5 Excludes)' GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 1,500,00 PRO- X POLICY $JECT LOC PRODUCTS-COMP/OP AGG S OTHER: .... _. ..... ....._....,a. SINGLE LIMIT AUTOMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNEDPERp DAMAGE AUTOS ONLY AUTOS ONLY IFaar aridnty - S UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE S ..,, .. .. __...... ...... DED ._._..RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY YIN STATUTE E'RH , ', OFFICER/MEMBERELUDED?ECUTIVE NIA E.L.EACH ACCIDENT 'S (Mandatory in NH) EL,(DISEASE,•EA EMPLOYEE '$ ._ ... ... Rt es descrdbm under D SORPTION OF OPERATIONS beftyw n................... E.L.DIS15ASE 201 ICY LIMITw ........ ...., .... ................ ....... ._.._.._.. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) ..... ... ........................ ........................._.. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road PO Box 1179 Southold,NY 11971 . .. ....... .....,- '..AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved,. The ACORD name and logo are registered marks of ACORD Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name PEDRO L LANTIGUA Business Name This certifies that the NEW LEVEL HOMES LLC Jeerer Is duly licensed -3y the County of suffolk License Number:HI-63483 Rosalie Drago issued: 04109/2020 Commissioner Expires: 04/01/2024 NEWWorkers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate ofAttestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit New Level Homes LLC From:Town of Southold 57 Cedar Dr Bay Shore,NY 11706-2815 PHONE:631-579-7425 FEIN:XXXXX8375 The location of where work will be performed is 1475 Oaklawn Ave,Southold,NY 11971. Estimated dates necessary to com�rlete work associated with the building permit are t'rorn December 8,2023 to August 30,2024. The estimated dollar amount of project is $50,001-$100,000 Workers'Corral vensation E em Bion Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers, leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disabilill and Paid Family Leave B_vnefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Pedro L.Lantigua,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature:ture Date: HERE Exemption Certificate Number Received 2023-085739 December 7, 2023 NYS Workers' Compensation Board CE-200 01/2018 NOTESLEGEND rmu^AMONZ"=AT HE'9O^iNwrKL RUN MY Tuns PrA%04 FOR wN'OMWE,RMWPO M PAEPAAFO. 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DISTRICT:1000 SECTION:70 BLOCK:03 LOT(S):4 ........... ._..._ SLE EYE LAND SURVEYING k"2 E , . MAP OF PROPERTY IN SOUTHOLD TOWN OF SOUTHOLD COUNTY OF SUFFOLK STATE OF NEW YORK P.O.10X413 c f P Y 1173 �, r i EAST ISLI"N D , PVBSURVEY@GMAILCOM tl � DESCRIBED PROPERTY (631)277-1726 ' L 12201 P 913 .,�.........................._. ...�..,- cOWRIa9RveAG4.e EYE LANDSURVErING P.C. �,w^ . ,_... ue.RlGmSRESsRes�vas unAUrNORaLT®xanoN SEM.6 6N,lR'.+P"f R7AT0. 4YUiN'UETPwCINW8edTmm��•�•��•� ADO6nON TO TMIS SURVEY RiAP NiA 1f106AnOW OF SECOON ��i �� ^�" 3CY 0^ X,2Ir23 ,'SAWGJO.0 e310,SU13DIVLS161da of-°rwe NEwroNx srnrEmucAnON _71f4'�1' r," ' Oi4' TAYi OF THIS SUR4EY 69AR NOl'SEARINO niE LAM® ""a.,,,x NJ PPRRk',INMMUEA, suRVEVORsecaATUNE,aMDIN�DSE�LOREAeossEnsEAc Q g fiY 0623-4392 NUT De C0fJ=Mm A M JD TRUECO � SNASL Fv. 5a1� � - A►s - -GENERAL NOTES : -- -- THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, 2020 RESIDENTIAL CODE OF NYS TABLE R301 .2.1. REFER TO TABLE PRECISION HOME TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. WIND-BORNE DEBRIS PROTECTION FASTENING R301.2.1.2 FOR 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENING SCHEDULE TOP PLATE SPLICE REQUIREMENTS INSPECTION CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTORWIND-BORNE DEBRIS WFCM TABLE 3.21) SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR FASTENER SPACING ruches FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME7 FASTENER WOOD STRUCTURAL BUILDING MINIMUM SPLICE INSPECTIONS DRAWINGS ENGINEERS ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. TYPE 4 FOOT 6 FOOT PANEL DIMENSION (FT.): LENGTH (FT.): 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NAIL SHEATHING PANEL SPAN <PANEL SPAN <PANEL SPAN 1/2" PLYWOOD 12 2 NOTED OTHERWISE. PERIMETER AS/ <_ 4 FOOT S 6 FOOT <_ 8 FOOT 3. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS TABLE R602.3 (1) No. 8 WOOD SCREWS OR 7/16" "OSB" 16 3 DURNING THE COURSE OF CONSTRUCTION. ON SHEET D2 16" 10" 8" 4. ALL CONSTRUCTION IS 'TO BE IN ACCORDANCE W/ THE RESIDENTIAL CODE OF NEW YORK BASED ANCHOR W/2" 20 4 STATE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Z AIR-SEALANT MATERIAL EMBEDMENT LENGTH 24 4 LEON JAWOROWSKI TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS ¢ 0 TOP & BOT. PLATES No. 10 WOOD SCREWS PROFESSIONAL ENGINEER SNOW LOADS, WIND & 'SEISMIC LOADS PER CODE SECTION R301. N JOINTS EMBEDMENT ALL SHEATHING BASED ANCHOR W/2" 16" 12" 9" 28 5 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRICAL ¢ EMBEDMENT LENGTH 32 6 LIG #056625 CODES IN ACCORDANCE WITH THE NEW YORK BOARD OF ELECTRICAL FIRE UNDERWRITERS z 36 7 AND SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. z 1/4" LAG SCREW 6. ALL PLUMBING WORK SMALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL w BASED ANCHOR W/27, 71 " 16" 16" 16" 40 8 BE INSTALLED BY A LICENSED & INSURED PLUMBER. o SHEATHING SPLICE EMBEDMENT LENGTH 50 10 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE J PLATE REQUIRED 6 GLOVER CIRCLE REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. ¢ WHERE SHEATHING 60 12 A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED PERIMETTER DOES LYNBROOK, NY 11563 NOT LAND ON A SPEEDS, V Lilt' AND A 33-FOOT MEAN ROOF HEIGHT. 70 14 9. DON NOTHERWOT SCALE DRAWINGS. Q FRAMING MEMBER 80 16 PHONE LINE: (631 ) 804-8329 10. ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. m W / AMPLE NAILING B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF 11. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR 2 WITH A MIN. SURFACE, (1 or 2 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO # 2by, OR PLYWD. THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT. fb=825 p.s.i. PLATE ON 2by LESS THAN 1" FROM THE EDGE OF THE PANEL. FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS BLOCKING) SHALL BE REDUCED IN ORDER TO PROVIDE AN OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE EQUIVALENT NUMBER OF NAILS. 13. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 LESS LOCATED IN EXPOSURE B OR C 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHERA L INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NOT 2-1/2" FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. MATERIAL COPYRIGHT - COUNTERFEIT PROTECTION 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL SHEATHING RUN VERTICALLY SHEATHING RUN HORIZONTALLY STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS, OR OTHER MEMBERS BELOW. NOTE: D. PANELS ATTACHED TO MASONRY OR MASONRY STUCCO, SHALL ALLOWABLE DEFLECTION OF THIS PLAN IS PROTECTED UNDER THE FEDERAL 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). BRACED WALL PANEL SHEATHING MAY RUN VERTICALLY OR BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING AULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 STRUCTURAL MEMBERS LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, HORIZONTALLY. 2 b BLOCKING SHALL BE PLACED AT ALL P COPYRIGHT ACT TITLE XVI AND MAY NOT BE REPRODUCED NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH Y POUNDS. ( ER TABLE R301.7 RESIDENTIAL CODE OF N.Y.S.) CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION EDGES OF PLYWOOD FOR NAILING. NAILING WILL CONFORM TO STRUCTURAL MEMBER ALLOWABLE ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS THE NAILING SCHEDULE R602.3(3) ON SHEET D2 DEFLECTION PER MANUFACTURER'S SPECIFICATIONS. WIND- B 0 R N E DEBRIS P R 0 TE PROTECTION 0 N DETAIL RAFTERS HAVING SLOPES GREATER THAN L/180 pf NFIV 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. A 3 PITCH WITH NO FINISHED CEILINGS ; cf Y0 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS DETAIL @ NAILING 8c AIR - SEAL PATTERN ATTACHED TO RAFTERS �P AWC, „ ! �. OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). SCALE: 1/2 = INTERIOR WALLS & PARTITIONS H/180 0�� CEJ' ° REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 1 -0 FLOORS & PLASTERED CEILINGS L/360 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF 0SCALE: 1/2" = V-0" of 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, ALL OTHER STRUCTURAL MEMBERS L/240 CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING EXTERIOR WALLS: 1MTH PLASTER H/360 w WITH ANY MORE WORK. OR STUCCO FINISH r ? 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR BRITTLE FINISHES BUILDING. EXTERIOR WALLS: WIND LOADS WITH L/120 ZJ�O �° 05662 �cC 22. KITCHENS & BATHS TOLEVEL INCLUDING MHAVE ENTS INTERCONNECTED FANS AS PER N.Y.S. BUILDING CODES. /120 AR0Ff5SIO��P� EXTERIOR SHEATHING FLEXIBLE FINISHES LOADS WITH L 23. DOMESTIC HOT WATER (PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE CAULKED, GLUED OR INSULATED. NOTE:L = SPAN LENGTH 24. EXTERIOR DOORS AND 'WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW GASKETED TO TOP PLATE H = SPAN HEIGHT WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. NAILING SCHEDULE (WFCM TABLE 3.1 ) o.THE WND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF *THIS SCHEDULE MEETS THE CRITERIA FORA TIMES THE COMPONENT & CLADDING LOADS FOR THE ISSUE / REVISION WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. CEILING DRYWALL TAPED TO PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A THREE SECOND WIND GUST SPEED OF 120 M.P.H. WALL DRYWALL b.FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" LENGTH OF THE CANTILEVER ROOF FRAMING EXTERIOR CLADING c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED E N o. DATE DESCRIPTION WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, ABOVE GRADE STORIES. FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 OVER EXTERIOR R-5 RIGID DRYWALL CAULKED, GLUED OR NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS. THE ( NUMBER OF TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING ISULATING BOARD ON AIR GASKETED TO TOP PLATE SANDWICH PANELS, USED IN ROOFS OR WALLS OF SUNROOM 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER NEW YORK INFILTRATION BARRIER ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION STATE BUILDING AND SAFETY CODES AND PROVIDE REQUIRED EGRESS BEFORE Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter SHALL NOT EXCEED L/120 UTILIZING IT AS LIVING SPACE. Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist 27. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. Ceiling Joist to Parallel Rafter (Face-Nailed) 6-16d Each Lap Ceiling Joist Laps Over Partitions (Face-Nailed) 6-16d Each Lap Collar Tie to Rafter (Toe-Nailed) 3-8d Per Tie TAPED OR SEALED JOINTS I DRYWALL CAULKED, GLUED OR Blocking to Roof Rafter (Toe-Nailed) 2-8d Each End EXTERIOR SHEATHING GASKETED TO BOTTOM PLATE 20 CONTINUOUS LATERAL Rim Board to Rafter End Nailed 2-16d Each End BRACE ® 6' o.c. WALL FRAMING DRYWALL CAULKED, GLUED OR BOTTOM PLATE CAULKED, OR GASKETED TO BOTTOM PLATE (2) 1Od1 NAILS TRUSS OR NUMBER OF EXTERIOR SHEATHING GASKETED TO SUB-FLOOR CEILING JOIST JOINT DESCRIPTION COMMON NAILS NAIL SPACING CAULKED, GLUED OR Top Plate to Top Plate (Face-Nailed) 2-16d 1 Per Foot GASKETED TO BOTTOM BOTTOM PLATE CAULKED, OR Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side PLATE SUBFL06R CAULKED, GLUED OR GASKETED TO SUB-FLOOR Stud to Stud (Face-Nailed) 2-16d 24" o.c. GASKETED TO RIM JOIST/ RIM 10d NAILS ® 12" o.c. Header to Header (Face-Nailed) 16d 16" o.c. Along Edges CLOSURE Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud GABLE END WALL, Bottom Plate to Floor Joist, Bandjoist, 2-16d 1.2 Per Foot EXTERIOR SHEATHING RIM JOIST/ RIM CLOSURE RIM BOARD OR TRUSS End'oist or Blocking Face-Nailed CAULKED, GLUED OR CAULKED OR GASKETED TO SILL FLOOR FRAMING GASKETED TO SILL PLATE PLATE a. SILL PLATE INSTALLED OVER BOTTOM PLATE CAULKED, OR 1/2" GYPSUM BOARD NUMBER OF SILL GASKET INSULATION IN CONTINUOUS GASKETED TO SUB-FLOOR JOINT DESCRIPTION COMMON NAILS NAIL SPACING CONTACT w/ SUBFLOOR 5d COOLER NAILS Joist to Sill, Top Plate or Girder (Toe-Nailed) 4-8d Per Joist BLOCKING BETWEEN JOIST ® 10" O.C. Bridging to Joist (Toe-Nailed) 2-8d Each End c SEALED AROUND PERIMETER Blocking to Joist (Toe-Nailed) 2-8d Each End 2x4 BLOCK NAILED TO E Blocking to Sill or Top Plate (Toeailed) 3-16d Each Block BRACE IN IIRSTJOIST SPACE Ledger Strip to Beam (Face-Nailed) 3-16d Each Joist C)�_ �RBAR RI E R @CAN TI L E VE R ED FL. PROJECT W/ (4) 10d NAILS Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist 5d COOLER NAILS Band Joist to Joist (End-Nailed) 3-16d Per Joist Band Joist to Sill or Top Plate Toe-Nailed 2-16d 1 Per Foot ROOF SHEATHING ENVELOPE AIR SEALING SCALE: 1/2 = 1475 OAKLAWN AVE 1 ® 7" o.c. 20 GAUGE STRAP " 1 -0 8d NAILS SOUTHO�D, NY PATH END OF STRAP ENDWALL STUDS NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL SPACING Structural Panels AIR BARRIER & SEALANT ON GYPSUM SEE TABLE 2 ON SHEET D2 Interior Zone Location 8d 6" Edge/12„ Field BOARD OR TOP PLATE Perimeter Zone Location 8d 6" Edge/6" Field DETAIL @CEILING Gable Endwall Rake or Rake Truss w/ Sd 4" Edge/4" Field 3/4" CLOSURE BOARD: (OSB, Lookout Block THERMAL ALIGNMENT PLYWD., GYPSUM BD. OR Gable Endwall Rake or Rake Truss w/o 8d 6" Edge/6" Field RIGID INSULATION) SEAL ALL BRACING GABLE ENDWALL Overhang EDGES W/ CAULKING Diagonal Board Sheathing SCALE' 1/2"= TITLE 1 x6" or 1"x8" 2-8d Per Support 1'_0" RIGID FOAM BOARD OR 1"x10" or Wider 3-8d Per Support REFLECTIVE FOIL INSUL. SCALE: N.T.S. CEILING SHEATHING GLUED IN PLACE & SEALED DETAILS NUMBER OF ALONG ALL EDGES JOINT DESCRIPTION COMMON NAILS NAIL SPACING Gypsum Wallboard 5d Coolers 7" Ede 10" Field AIR BARRIER @ WALL SHEATHING 02ROPPED CLG. SOFFIT NUMBER OF RAFTER TO STUD MTL CONNECTOR OR STUD DOUBLE JOINT DESCRIPTION COMMON NAILS NAIL SPACING TO STUD METAL CONNECTOR, AS CONDITION SIMPSOM H2A CLIPS FROM STUDS SCALE: 1/2"= STUD ( ) TO RAFTERS CONDITION Structural Panels REQUIRES SHEET D1 Interior Zone Location 8d 6" Edge/12" Field DOUBLE TOP PLATE TOP PLATE Perimeter Zone Location 8d 6" Edge/12" Field CONTRACTOR SHALL EXTEND 12/3/ 2023 Fiberboard Panels METAL STRAPPING UP TO 2nd DATE 7/16" 6d3 3" Edge/6" Field FL STUDS AS PER STRAPPING BORED HOLE MAX 25/32" 8d3 3" Edge/6" Field FIREBLOCKING DETAIL AT EVERY WALL OPENING 1 /4" = 1 0 DIAMETER 40 Gypsum Wallboard 5d Coolers 7" Edge/10" Field AROUND PIPE " FiS C A L E PERCENT OF Hardboard 8d 6" Edge/12" Field STUD DEPTH Particleboard Panels 8d (As Per Manufacturer) CUT PLATE TIED WITH PLATE UPLIFT STRAP AS/ TABLE 9 SINGLE Diagonal Board Sheathing 25 GAGE STEEL (SIMPSON STRAPPING I CS20) I` 5/8 IN. MIN. STUD 1"x6" or 1"x8" 2-8d Per Support ANGLE OR HEADER D WN BY v TO EDGE 1x10 or Wider 3-8d Per Su ort EQUIVALENT HEADER UPLIFT STRAP SEE TABLE 9 BORED HOLES FLOOR SHEATHING CRIPPLE STUDS (1-1/4" 20 GA. GALV. STRAPPING SHALL NOT BE MIN. 12" ON STUD) CHECKED By L. J. LOCATED IN THE JACK STUDS FULL HEIGHT STUDS JOINT DESCRIPTION COMMON NAILS NAIL SPACING LATERAL SILL SAME CROSS NOTE: Structural Panels CONNECTION REFER SECTION OF CUT UPLIFT CONNECTION IS REQUIRED ® EACH END OR NOTCH IN 1" or Less 8d 6" Edge/12" Field TO TABLE 10 OF HEADER & AT BOTTOM OF HEADER STUDS STUD 5/8 IN. MIN. Greater than 1" 10d 6" Edge/6" Field IN ADDITION TO CONNECTORS ® WALL STUDS & JOB N o. TO EDGE Diagonal Board Sheathing 11%6" or 1"x8" 2-8d Per Support AT TOP & BOTTOM OF CRIPPLES & JACKS AND GRED HOLE KING STUDS & WRAPPED UNDER FOUND. SILL NOTCH MUST 1"x10" or Wider 3-8d Per Support PLATE (TYP.) 23285 NOT EXCEED MAX.DOUDIAMBLE 6 T Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. 25 PERCENT OF DOUBLE STUD DEPTH If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, TYPICAL FRAMING & UPLIFT CONNECTIONS OF STUD nailing requirements for structural members shall be doubled, or alternate connectors, such DEPTH as shear plates, shall be used to maintain the load path. AROUND EXTERIOR WALL OPENINGS NOTCHED 8C BORED HOLE 2When wall sheathing is continuous over connected members, the tabulated number of nails SCALE: N.T.S. shall be permitted to be reduced to 1-16d nail per foot. DRAWING No. C)LIMITATIONS FOR INT. NONBEARING WALLS 3Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check SLELE: Residential Code of New York State for additional re uirements. D11 N.T.S. I I CODE COMPLIANCE NOTE: THE EDUCATION LAW OF IHE STAIL OF NEW YORK THESE PLANS WERE PREPARED SO AS TO BE IN PROHIBITS ANY PERSON FROM ALTERING ANYTHING PRECISION H0ME CONFORMANCE WITH THE 2020 RESIDENTIAL CODE ON THE DRAWINGS AND/OR THE ACCOMPANYING OF NYS SPECIFICATIONS, UNLESS ITS UNDCR THE DIRECTION INSPECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SFA[, DATE, AND DESCRIBE INSPECTIONS DRAWINGS ENGINEERS ALL WORK IS DESIGNED TO AND WILL BE IN THF FULL EXTENT OF THE ALTERATION ON THE ACCORDANCE WITH THE 2020 RESIDENTIAL CODE DRAWING AND/BR IN THE SPECIFICATION. (NYS ED. EXISTING OF NYS, THE 2020 ENERGY CONSERVATION AND LAW SECTION 7209-2). THREE SEASON RM CONSTRUCTION AND 2018 WOOD FRAME u CONSTRUCTION MANUAL. LEON JAWOROWSKI o PROFESSIONAL ENGINEER j I LIC #056625 I / I I / I DN L; WELL COMPACTED SOIL WITH I ( 8" CRETE BLOCK WALLS 4" SLAB TO BE POURED I GRADE MIN 6 GLOVER CIRCLE I W/ I6" FOOTING 3' BELOW LEGEND r I OVEPC WALLS FORR RFRONT PORCHND STEPS i I LYNBROOK, NY 11563 EXISTING PHONE LINE: (631 ) 804-8329 MUDROOM EXISTING FOUNDATION I / L---_— —__—_---__- / EXISTING LEXISTING DINING RM KITCHEN NEW FOUNDATION ------------------------------- EXISTING 20'-2" GARAGE EXISTING FRAMED WALL r, COPYRIGHT - COUNTERFEIT PROTECTION NEW WALL P O R C H FOUNDATION THIS PLAN IS PROTECTED UNDER THE FEDERAL CL WALL TO BE REMOVED SCALE: 1/4"= 1'-0" COPYRIGHT ACT TITLE XVI AND MAY NOT BE REPRODUCED EXISTING DN LIVING RM 0 SMOKE DETECTOR of NFW r CQ� j Aw 0jr �P CARBON MONOXIDE DETECTOR �� c EXISTING 0 vo `� ,r , Jr LIVING RM EXISTING SCREENS, NO GLASS cr 2X6 _ � 1 uj C: :7C' :7C: :7 ' R.R FRAMING NOTATION C -- — -�_ -- 7D ZJ�O �O 05662 EXISTING L4up pR�FFSSIONP� BEDROOM La Ls - Li CL V)^ Q C ISSUE / REVISION EXISTING N THREE SEASON RM � No. DATE DESCRIPTION z z W W C ST NG FIRST FLOOR W W OH 0 r.. SCALE: 3/16"= 1'-0" z z In X X REMOVE EXISTING WINDOW REMOVE EXISTING W W NEW 6'-0" X 6'-8" SLIDING DOOR NEW 3'-0 (2) 2X12 HDR ABOVE" REMOVE WINDOW, FILL WITH 2X4, DIRECT REPLACE NEW 2'-0" DIRECT REPLACE CENTERED ON INTERIOR SPACE X 4'-0" DH R-15 INSULATION AND DRYWALL 3'-0" X 3'-0" DH X 3'-0",DH 2'-8" X 4'-0" DH II -`I �- I DW I I Ln II JI x 10'-4" o I I 1 F-0 - I I 00 0 0^ _ I I I NEW„ I I r, EXIST No NEW NEW `� II NEW G! 02—o ZM� MA BATH ; o DINING RM �, 3 0 II — I I KITCHEN I; REF _ - - - J L_— LLJ8„ x I __.._.. _.__._.. __ _ _ _ — _—_—_ I 15'_0" - (3) 1 " x 7 1" LVL W/ (2) 1" FLITCH PLATES FL OR NE (2) 1 X 9 4" LVL W/ 1" FLITCH PLATE NEW (s) 2X4 TO SIT ON EXISTING 2'-0" 2'- I I o (DEPENDS ON CEILING JOIST SIZE, VERIFY IN FI LD) CONCRETE FOUNDATION WALL (TYP,EXISTING NON (LOAD o I GARAGE BEARING WALL I I � Z 0 6'-0" ISLAND 39: w = - - PROJECT IN NEW I o zo W0 2-0 2-0 � � ',III _ - __-- - __ - -- - o CL L 3 0" L .CL (3) 1 " X 12" LVL W ( II " FLITCH PLATES FLUSH N Iw =-. A___ ___— _ 2X FLAT LEDGER BOARD — _ —_— — — - WITH FLOORING ABOVE (4" DROP BELOW EXIST ',CEILING) 16'-0" x 14�15 u0 AI K A WAN AVE NEW 4" SCHL 40 PIPE ` 'Q u.N S 0 V T 10 L D, N COL. TO SIT ON EXISTING ' W" NEW 4" SCHL 40 PIPE COL. CONCRETE FOUNDATION WALL n 240# ASPHALT ROOF SHINGLES I 2_g n W D I I XIS TO BE SUPPORTED BY NEW EXISTING OVER 15# FELT PAPER, 1/2 CDX I TON SHEATHING, 2x10 ROOF RAFTERS ® 4" SCHL 40 PIPE COL- U Q L I DN SOIL IN"BASEMEN TC ON UNDIST. LIVING R M 16" O.C., <- - - _ - -- - - - - - 0- I I C.M. z X I t� � cn - ---- - - - - w o- i EXISTING w TITLE _- _-_-_- ! ,� —_- - - LIVING RM w FIRST FLOOR PLAN 12" OVERHANG W/ 1x6 WOOD FASCIA T & PERFORATED VINYL SOFFIT 10'-10" I _ ��— _ _— ___NEW 2X10 FLAT LEDGER ON ROOF TO_SUPPORT RR _ _ SECTION z ,vi � / -.2 DIRECT REPLACE (3) 4'-0" 6X6 WOOD POSTS — N I r'QX 5'-0" PIC C) 0 0 _I W, I (D RAISE WA TO MEET NEW PORCH ROOF W Of EXISTING a �� UP LIVING RM Wx / I w n W � CONCRETE PORCH SLAB �o CD O DH W/ 4'-0- X 4'-0- PIC X 4-0 < 12/3/2023 DATE o j/ I EXIST EXIST o v C o 1 4» EXI STI N I CL SCALE / BEDR00 �� � EXIST_ �v o 0 0 0 0 / �C � I DWN BY E . J. i o NEW > N DIRECT REPLACE g C O N C PATIO'J O O -0" X 4'-3" DHS CHECKED By L. J.LL O'NEW_(2)1 n 1 n V O O NEW l'-4" DIA POURED CONCRETE JOB No. FTG. REINF. W/ (2) #5 REBAR - 04 B07TOM RAILING POST CONTINUOUS, TYP. 6X6 SUPPORT POSTS WITH NEW I'-4' DIA CONIC FBBTING MINIMUM 3' BELOW GRADE (TYP) 7' 12'-2" 23285 20'-2" SECT ON THROUGH FRONT PORCH A — TERAT ONS TO FIRST FLOOR AND NEW PORCH DRAWING No. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" Al - 2 PRECISION HOME LEGEND INSPECTION INSPECTIONS DRAWINGS ENGINEERS EXISTING FRAMED WALL DIRECT REPLACE DIRECT REPLACE DIRECT REPLACE DIRECT REPLACE DIRECT REPLACE 2'-8 X 3'-6" DH 2'-8 X 3'-6" DH (2) 2'-8 X 3'-6" DH 3'-0" X 3'-6" DH 3'-0" X 3'-6" D NEW WALL - - - - -= WALL TO BE REMOVED LEON JAWOROWSKI PROFESSIONAL ENGINEER EXISTING EXISTING EXISTING SMOKE DETECTOR EXISTING EXISTING LIC #056625 BEDROOM BEDROOM BEDROOM O.M. CARBON MONOXIDE DETECTOR BEDROOM BEDROOM - - fiJ 71 N E V! T r, J 2X6 R.R. FRAMING NOTATION aiN EXISTING BATH 6 GLOVER CIRCLE Of ~ XBEDROOM --- LYNBROOK, NY 11563 L � PHONE LINE: (631 ) 804-8329 --------- -- -- ----- --- --- -- --------------------- --------- -- -- ----- --- -- ---------------- I q- 0 C4 EXIST EXIST EXIST EXIST --- CL CL EXISTING SECTION �TlH OUGH BED BATH DN EXISTING C.M. DN N BEDROOMC BATH EXIST EXIST COPYRIGHT — COUNTERF EIT PROTECTION - � BUILT IN CLOSETS L, :`o ; O EXIST EXIST THIS PLAN IS PROTECTED UNDER THE FEDERAL REMOVE BUILT IN CLOSETS —— — — — — — — ——— — —— — — — C L C L 15-4" COPYRIGHT ACT TITLE XVI AND MAY NOT BE REPRODUCED of NEw r pAWOft C 010 � s 1 SIZE OF TRAPS FOR PLUMBING FIXTURES Lj (2020 RESIDENTIAL CODE OF NYS TABLE 3201.7) PLUMBING FIXTURE TRAP SIZE MINIMUM inches O 4 Q 05662 `c�v BATHTUB WITH OR WITHOUT SHOWER HEAD & or WHIRLPOOL ATTACHMENT 1-1/2" ARpF�y'fpNP� BIDET 1-1/4' CLOTHES WASHER STANDPIPE 2" DISHWASHER ON SEPARTE TRAP 1-1/2- FLOOR -1 2"FLOOR DRAIN 2" KITCHEN SINK 1 or 2 TRAPS, W/ or W/O DISHWASHER & FOOD WASTE DEIPOSAL 1-112' ISSUE / R E VI S I 0 N LAUNDRY TUB ONE OR MORE COMPARTMENTS LAVATORY SHOWER (BASEDON THE TOTAL FLOW RATE) N o. DATE DESCRIPTION THROUGH SHOWERHEADS AND BODY SPRAYS FLOW RATE: 5.7 gpm & less EXI ST N G SECOND FLOOR ALTERATION TO SECOND FLOOR MORE THAN 15.7 2.3gp uupto25.8gm 2" MORE THAN 12.3 gpm up to 25.8 gpm 3" MORE THAN 25.8 gpm up to 55.6 gpm 4" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" C. L OF WALL EQUALS C. LINE OF VENT PIPE 2x6 INTERIOR FRAMING 0 16" 0.C. 1/2" GYPSUM BOARD VENT PIPE STACK 2x6 BASE PLATE PLY. SUBFLOOR SINGLE FLOOR JOIST ® EACH SIDE OF VENT PIPE UNDER 2x6 -- = INTERIOR WALL VENT PIPE C�? FL PROJECT - FLOOR INTERSECTION VENT D E TA I E 1475 OAKLAWN AVE _ SOUTHOLD, NY — f _ — � C)SCA�LE�1-1Z2�"= I — 4" DIA. VENT 4"DIA. VENT THRU ROOF THRU ROOF I I I I I ROOF I EXISTING BATHROOM 1 1 T I T L E 1 1/2" DIA. LAV 1 1/2' DIA. SECOND FLOOR PLAN InT RT i I II I I I I I i i N° SHWR ELEVATIONS i I I I I I I 3" DIA. 2" DIA. 2" D WASTE IA. PLUMBING C.O 3 E C.D. " DIA. WAS 3" DIA. KITCHEN 1 1EXISTING BATH -- -- -- -- -- -- -- -- I L -------- I I I -- -- — -- -- — -- I 1 1/2" DIA 3 DIA. 2"DIAVENT -- °•wSNK n, 11/2" DIA. DATE 12 /3/2023 sue FIRST FLP ( I I 2" DIA- -3" DIA. 2" DIA. 2" DIA. SCALE 1 /4" - 1 '- 0" C.O. I I L-------------- I I, F.A.I. '1571A. WASTE J'j1A. WASTE T E. J . I I I I C.O. C.O. -A CHECKED BY L. J. DI HOUSET TO N.Y.S. APPROVED • ————————— -----------------------4--------=—r---------- --� TRAP NOTE: --------------------- -------- f--'--------------------'--I SEPTIC SYSTEM THIS DIAGRAM IS TO OUTLINE THE FIXTURE COUNT PROPOSED, A J O B N o" LICENSED PLUMBING CONTRACTOR SHALL SIZE F- OELEVATION RISER ALL VELINES, VENTS. AS TNADCKSPLUMBING GACCORDANCE W/ NTS INSTALL PLUMBING SYSTEM EE VAT ON TOMEETHOE CODE 23285 SCALE: 1/4"= 1'-0" DRAWING No. A2 - 2