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HomeMy WebLinkAbout52976-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLDNY 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#: 52976 Gate: 05/14/2026 Permission is hereby granted to: Marratime Cptl V LLC 71 15th Ave Sea Cliff, NY 11579 To: Construct alterations to an existing single-family dwelling to finish the basement as applied for per SCHD approval. Premises Located at: 2215 Laurel Ave, Southold, NY 11971 SCTM#55.-6-36.2 Pursuant to application dated 05/01/2026 and approved by the Building Inspector. To expire on 05/13/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $1,496.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $1,596.00 Building Inspector u � TOWN OF SOUTHOLD--BUILDING DEPARTMENT 011 . Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Itt SW.S , 1l. dtgN�� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ti a n -, 97 R PERMIT NO Building inspector Y II 2"" d .I.......... ...... ........... i Applications and forms mint 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 )shall be completed. Date:04/26/26 OWNER(S)of PROPERTY. i Name:Alex and Caitlin Heller SCTM#1000-55-06-36.2 Project Address:2215 Laurel Avenue, Southold, NY 11971 Phone#:516-361-0176 Email:alexdheller@9mail.com Mailing Address:2215 Laurel Avenue, Southold, NY 11971 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PCB Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PCB Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: Proposed habitable finish to existing unfinished basement 80,000 other p � Will the lot be re-graded? F]Yes WNo Will excess fill be removed from premises? C1Yes RNo 1 .................. ........... ................ PROPERTY INFORMATION <Z!, &0 ................ 4"W Existing use of property:, ' &:F # F�dk�jgl intended use of property: W F-,BWIW�dkqftal ---------------- Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to K% -.rx- 11 this property? EJYes N No IF YES, PROVIDE A COPY. AG . pow10 IN 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 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 210AS of the New York State Penal Law. ANN MR1111, Application Submitted By(print name):AMP Architecture MAuthorized Agent ElOwner Signature of Applicant: Date:5�/-I/z 6 STATE OF NEW YORK) SS: COUNTY OF r � ... being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this It low A .1A1 day of 20 Notary Public ..................000 10010 1 1"1 .......... CHRISTOPHER B BONDARCHLIK PROPERTY OWNER AUTHORIZATION \0TAR)'P11BL1(' STATF(7FNFWY0RK Registration No 01 BOW)39944 i in (Where the applicant is not the owner) Qualified Su Alex Heller ZMI[MI lAwn"Im too?,- v5 residing at ' Z..- AM P Arch itectu re do hereby authorize to apply on my,behalf to the,Town of Southold Building Department for approval as described herein. 4/29/2026 Owner's Signature Date Alex Heller Print Owner's Name WON 01000011.... NOTES � S�EG I�I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 5c� 9171P <:L�� I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Flo = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE ' IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOOGUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY �/ O READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING v/ TOGETHER AT ALL TIMES. , IS BE THE FAMILIARIZED CONTRACTOR'S RESPONSIBILITY T „ JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15 ABOVE SCRATCH GOAT. MAINTAIN t 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE ' ' I. NO WORK TO START UNTIL APPROVED PLANS B FROM HE SHALL VE L ARE OBTAINED T ALL BE DEEMED TO CONFORM TO ;. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO HE REQUIREMENTS OF THIS DOCUMENT -. E ;-; �, -p�..- r' ,y, Q APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT 15 TO PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (I) 2"xb" MAN A REFERENCE TO THE CURRENT AMERIGAN WOOD = i IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS "' W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE A5 A DERIVED WORK). ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGER5 BY "TECO" OR J cu STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, co PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL Q a_+ N in AND AUTHORITIES HAYING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING O RULES SPECIFIED IN 1.1 THROUGH I.B. � O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PON151BIL.ITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, r-- OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I FAOE �+ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY O�I O : N z O SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"XIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE //�� a CD � Ct 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �I L./-TOO I .00 PROJECT LOCATION & SCOPE c x N 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE g, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE � O 1 OSE� I I S}-� � � C,>�ME I�l 1' O +-� UNLESS APPROVED BY THE ARGHIT'ECT/EN6INEER. PT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. GENERAL CONSTR. NOTES O 0 4- c9 O 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH IFLOOR PLANS 1.2. GLUED LAMINATED TIMBERS: GLUED '-LAMINATED TIMBERS SHALL MEET ' CV BEFORE THE START OF FRAMING O ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF AN51/ALTC A 1 410.1 STRUCTURAL GLUED LAMINATED c O CD ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND ,Q � d ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED FOUNDATION PLAN g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECIEDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING BUILDING SECTION10. ^ 1 CERTFNICATEES,DER ARE GERT. OF OCCUPANCY OR COMPLETION AND ULE FOR ALL .L4APPROVAL NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. DOCUMENT THE OOVERNIN6 BUILDL CAPACITIES OF ING GICATED HOOD ODE AND ANY ADDITIONAL �I /� PLUMBING RISER DIAGRAMS W 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE I I`l�jUl.!"'t'r I O I`l 4 EE�IESTRTI ON REOU I REMENTS II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. AND 5HALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMP051TE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF PROPOSED DESIGN CODE PRESCRIPTIVE VALUE s 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF COMPONENT COMPLIES 4-1 RESPONSIBLE FOR DEVON INTENT ONLY. 14. STRUCTURAL COMP051TE LUMBER PRODUCTS, THIS DOCUMEN, THE VALUE CITATION (PER 2025 NY5ECCC) E PROVIDE GROSS VERGING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIRENT5 AS L,f • - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. XCEED 8'-O" AND AT EVERY 5'-O". MSET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FENESTRATION U-VALUE U-VALUE 0.25 MAX.U-VALUE ■ 0.2"1 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE NERTfIGAL FENESTRATION) AIR LEAKAGE ■ 0.50 CFM/SF MAX.AIR LEAKAGE - 0.50 GFM/5F YES �W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIEB USING PREFABRICATED PER R402.5.5 t TABLE R402.I.2 -CLIMATE ZONE 4 6-004. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE PROJECT / ZONING DATA RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH I RNINO N AN51Nry 1/fP��NATIONAL DESI6NE, AND ANY DSTANDARD ITIONAL PUOR METAL PLATE BASEIMENT WALL R-VALUE OR 1 BATT INSULATION SULACONTINUOUS INSULATIONoINRIOR PER BTASEM R402.LL-CLIMATE 1,1 ORZONE 4+I501 BROOM GLEAN. YES NECESSARY.STATE AND LOCAL COMES R CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWIN65, TAX MAP # I000-55-06-56.2 LIABILITY INSURANCE. ALL SHALL COMPLY WITH S I5. THE CONTRACTOR SHALL CARRY WORKMAN'S TAT COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. O THE MANUFACTURER'S CODE EVALUATION REPORT. U AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL COMPLIANCE STATE ZONING P15TRIOT R-50 NON-CONFORMING c MENT: GENERALLY SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF WALLBOARD, A5TM 057 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C7g TO THI£BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN LOT AREA 0.8 ACRES THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAtR AFTER FLOOR SHALL NEVER EXCEED A I6" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. GOMPILIANGE WITH THE 2025 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. COMPLETION OF PROJECT. A. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND STRAPPING SUFFOLK COUNTY HD APPROVAL R-23-1834 6 BEDROOM Q • AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL /1 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLLUDIN6 ACCORDANCE W AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PEERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: Q THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS O)R EXPENSE (A) METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEEATH OR TO Lad. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CON ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THHAN THE WORK MET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE ITSELF INCLUDING THE LOSS OR USE RE5ULTIN6 THEREFROM). 0) 15 CAUSED IN TRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER SUCH VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF T'HE MANUFACTURER SUCH HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR ROGATIONS SUCH LEDGER SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INIDIREGTLY ETC. ANY REFERENCES TO GCA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS AMY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY,A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GONSTRUGTI�ON INCLUDING B. 6EOR&A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN 5T'RUCTURAL IONS SHALL MEET BUT NOT LIMITED To FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (152) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5IPEGIFIGATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCH ITECT/ENGINFER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROV1510N5 OF ANSI/AHA AIg4.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 51DIN6 USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKING A5 PER NEW YORK AGGE551BILITY' STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IcigO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GLASS WINDOWS AND DOORS 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERI^II5E SPECIFIED. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). CLEARANCES ARE PROVIDED. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAG 5CREW5 OR LA6 BOLTS SHALL COMPLY WITH AN51/ F�- 3. ALL SLIDING GLA55 DOORS, 5KYLIOHT5, AND ANY GLA55 UNLIT INSTALLED 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAIL5 4 MANU. 5PEG.'s). A5ME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). w WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. UNLE55 OTHERWISE NOTED. 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 0 4. ALL 6LAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, V WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, MANUFACTURER'S SPECIFICATIONS. TREATED WOOD $ FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/ STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. 5. ALL WINDOW5 TO BE CAULKED AND 5EALED AS PER NEW YO'RK STATE SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ENERGY CONSERVATION CONSTRUCTION CODE. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, w 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL f- ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6 OF AN EXTERhOR SURFACE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. MEET THE REQUIREMNT5 OF THE 60VERNIN6 BUILDING CODE AND ANY Q HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS 5ET FORTH IN THE MANUFACTURER'S -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED ANID PROVIDE ALL IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. SCREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION iOF SUCH UNITS. STANDARD 5HEARWALL HARDWARE (W NOTED VALUES) $ ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD PROJECT: 5. ALL 6LAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 w/b" RISE d W(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES H E L L E R g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBS SUBSTITUTE WITH GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RESIDENCE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE IWINDOW MATCH COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS 2.2.7. 5CREW5: SCREWS SHALL COMPLY WITH ANSI/A5ME B 15.6.1 / ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E6RIES5 OTHERWISE NOTED. WATER RE51STANT (W.R.) AT BATHROOMS AND WHERE WOODSCREW5 (INCH SERIES). REQUIREMENTS. DEEMED APPLICABLE. PLUMBING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAlf5 SHALL BE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (OW) 2215 LAUREL AVENUE TEMPERED GLA55. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SYSTEMS TO NYS PLUM5IN6 CODE AND NYS DEC REGULATIONS. SOUTHOLD NY 11971 IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE`. DEBRIS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. DRAWING TITLE: MISSILE TEST OF A5TM Elggb AND A5TM E1556 AS MODIFIED B'Y 2020 NYS BG 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION SECTION 301.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTNON SHALL MET 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AND AT BASE OF VERTICAL WASTE PIPES. THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT 5TANIDARD OR TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AN51/DA5MA 115. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 4 USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER PROJECT LOCATION &SCOPE FOOT. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND GENERAL CONSTR. NOTES A THIGKNE55 OF NOT LE55 THAN a" AND A 5PAN OF NOT MORE THAN 5' SHALL ALL OPENIN65. 5. GENERAL TRAP AND WASTE 5IZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND - DISH WASHER.........................................2" ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANEILS SHALL BE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - KITCHEN SINK........................................2" PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE fPROVIDED AS - LAVATORY...............................................2" PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITHf TABLE INSULATION - SHOWER/TUB..........................................21, R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT I. ALL EXTERIOR WALLS AND ROOFS 5HALL BE INSULATED WITH FOIL FACED - TOILET.........................................................2 CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - LAUNDRY ................................................2" PAGE: ON THE BUILDING. FOIL TO BE PLACED TOWARD WARM SIDE. - FLOOR DRAIN..........................................3" MECHANICAL CONNECTIONS: 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" G-001m00 WALLS FROM 6" BELOW GRADE To 24" BELOW GRADE IF DESIRED BY THROUGH ROOF. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MA':Y BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 7. PROVIDE FROST-PROOF HOSE BI55 WITH EASILY ACCESSIBLE DRAIN # SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FOUNDATION WATERPROOFIN6. DRAIN COCKS AS REOV. H05E 5I55 SHALL BE PROVIDED WITH BAGKFLOW 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 3. 6ENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: PROTECTION. BY "SIMPSON" MANUFACTURER. - g" R-50 FOR FLAT CEILINGS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES - 5.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS 5. WASTE FROM CLOTHES 5 AND LAUNDRY TUBS ARE TO BE PROVIDED DATE: 04/29/26 1 OF 2 WITH BACK FLOW PROTECTION. - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY EBE SEVERAL - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT- IF ANY - 5.25" R-21 FOR FLOORS HEALTH DEPARTMENT STANDARDS AND REOULATION5. LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY 51"F5ON CODES AND REFERENCE STANDARD: ELECTRICAL: I. ALL NEW NOfRK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK l0. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO CONGEALMENT OF PLUMBIN6. STATE BUILDINK CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025 TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2025 NEW YORK 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUTr AS PER ENERGY CONSERVATION CONSTRUCTION CODE. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. STATE ENERGY' CONSERVATION CONSTRUCTION CODE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON NOR ANY POTENTIAL DAMAGE THEREOF. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER COMPLETION OF WORK. WOOD FRAMINS, AND CONNECTION TO FOUNDATION - 2024 WOOD FRAM SPECIFICATIONS OF THE PRODUCT BEING INSTALLED CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 12. PER NYS PG 425.4, A 4 x3 CLOSET BEND SHALL BE AN ACCEPTABLE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - GENERALLY, VERIFY OR PROVIDE HARD WIRED WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE (AF6PA) AMERIIGAN WOOD COUNCIL (ANC). , ARCHITECT SMOKE DETECTORS w/BATTERY BACK-UP IN: 3. ALL PLUMBIMO WORK SHALL CONFORM TO THE 2025 NEW YORK STATE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. PLUMBING CODIE. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED ]BEAM A. EACH SLEEPING ROOM y; HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP' MOUNTED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW YORK STATE ` BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED AB3OVE. B. OUTSIDE of EACH SEPARATE SLEEPING MECHANICAL CODE AND 2025 NEW YORK STATE FUEL GAS CODE. AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 5. ALL ELEOM10AL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA '70 AND 2025 NEW YORK STATE ENERGY CONSERVATION C. EVERY LEVEL OF DWELLING CONSTRUCTION CODE. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) O E ND AL 5�M 50 L E� SOUND BARRIER WITHIN INTERIOR WALLS 8 FLOOR: vw FILL INTERIOR WALLS $ FLOOR WITH INSULATION TO I PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR 121 AIR-BORNE N015E OF NOT LESS 50 AS MEASURED IN NEW PARTIAL HEIGHT ACCORDANCE WITH ASTM E qO. O D EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. d Q WHEN APPLICABLE) HOT WATER PIPING INSULATION: EXISTING TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING M SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN j---j NEW WOOD FRAME (L.G. NEW FOUNDATION WALL R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG = - - - _ -_ - - LLI ui I-� STL. WHEN APPL I CABLE) R403.4 d R403.5: - _ _-_ __ _ J cu I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING - - " ____ _ - ----_ -- _ m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLUIDS >105°F OR<55°F (R403.4) vIN POSED _�-=r - -- _ N POST FOR 4" WALLS ]°2OP. O WOOD FRAME (L.G. STL. ®I 2. PIPING AND LARGER IN NOMINAL DIAMETER ___. .u.-.. •� 6� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ----� - - -- -- �� -� - -- O POST FOR 6" WALLS), U.O.N. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE .. � I •� - _ O NEW 2-HR FIRE RATED 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD -._ - --- --- -._-- ---- -- �- •4-+ WOOD FRAME (L.G. STL. -= __ -=-- - - _---- -- _ 6. PIPING LOCATED UNDER A FLOOR SLAB : __ __ -= -- L' WHEN APPLICABLE) O _. _._._- --- _- __ -- _---- _ - _= O N Z -- - - ---=r__ 1. BURIED PIPING - - _-- - --- - --___- 8. SUPPLY RETURN PIPING IN RECIRCULATION SYSTEMS r _ _ - --- - __- - - -- -_ -- ----__-- Q •� � Y OTHER THAN DEMAND RECIRCULATION SYSTEMS. >1U r- SMOKE DETECTOR / GO DETECTOR NOTES: x :3 N O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT HIGH EFFICIENCY LAMPS: O O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR qO% OF THE PERMANENTLY INSTALLED NEW LIGHTING I __ - _ - --- - -_____ O Co a--+ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I ` -- _ = -- O O O 2.INTERCONNECTION BETWEEN NEW 6 EXISTING DEVICES A5 PER 2020 NYS EGG R404.1 cu SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER NYS R314.4. 3,PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND _ _ _ • PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS of OPENINGS TO BATHROOMS w/SHOWER OR TUB. . 1 1 5. INSTALL ALL AS PER MANU. 5PEC.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE s.P. DOOR NOTE: i� rt7 � �liT_u_v-u'_u v u-:a uuu�u OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 17r :. .•.• •. :•`.: - ; :.••. ' , ,', ; :. _ - ON PLANS BY 'JELD-WEN' (OR EQUAL). EXISTING FIRST 0 2.INSTALL NEH EXTERIOR DOORS HHEN v ON PLANS BY 'THERMATRU' 'ANDERSEN'CALLED EQUAL). EXIST. SL A E3 DEMOLITION FLAN F CHANGES FLOOR-NO r , •� 3,NOTE DOES NOT INDICATE EACH NEW DOOR SCALE: I/4" = I'-O" PROP05ED;SEE DESIGNATIONS $ DOOR 50HEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DOOR 5GHEDULE WALLS,U.O.N. EXIST.SEPTIC,PIPE 5. INSTALL AS PER MANU 5PEG.s - e 6.PROVIDE (2) 2"xIO" HDR., U.O.N. DOOR MATERIAL 1. SEE PAGE G-001 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. FIRE PROV.2XIO TAG DESCRIPTION MANUFACTURER I Ul NOTES FRAMING WALLS la HEAD HEIGHT AT O N RATING WITH SEPTIC,LINE WIDTH HEIGHT � I- Q � .�GOFFER FINISH RESERVED w -3 45 MIN. RATED K SELF-CLOSING r r NEW EXHAUST FAN SHALL BE INSTALLED WHERE BASEMENT O4 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULOUTDOOR SPACES THROUGH WINDOWS OR DOORS TE 001 SWING JELD-WEN 51-O" 8'-O" ��� [d BASEMENT ( � OUTDOOR SPACES AS PER NYS MECH. CODE SECTION u `jJ 405.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: 2 [7002IE SWING JELD-WEN '-6" BU I LD I NO SECTION 1 - Q O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-001. 003 SWING TBD 3'-0" SCALE: I/4" = I'-a" ONEW FLOOR: 004 SWING JELD-WEN 2-6" I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SGREI^U; SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. INTERIOR. 005 POCKET JELD-WEN 2.FLOOR TO BE WOOD-LOOK VINYL FLOOR.IolST AS PER PLANS NEW TILE FLOOR: 006 SWING JELD-WEN 2'-6" 8'-O" EXISTINe(s)I.M"xllers•BIRDER O I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 007 DOUBLE SWING JELD-WEN 5'-O" 8'-O" SHEETROGK 3.NEW 4" DUROCK GEMENTBOARD (OR EQUAL) UPON FINISH 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE B SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® (Y GROWN STYLE TBD INTERIOR. MIN.10 I I"xl2"PRE-PRIMED PINE THERMOSTAT:O '� � Ex1sT.SEPTIC,P1Pe I. PROVIDE THF-RM05TAT FOR (1) ZONES: - ZONE I: BASEMENT 2. H.O. TO SELECT MODEL; INSTALL AS PER 221-21 ss_2• IS._ " �y,_I , I"xb'PRE-PRIMED PINE MANUF. 5PE05 EXIST. EXIST, :Dw 2-2 - - COFFER DETA I L ONEW LAUNDRY ROOM: I L I 1. NEW WASH /DRY HOOK UP - - - - �-j©j•�O SCALE: Ill = I'-O" 2.COORDINATE LAUND. ROOM 3 DOOR DIM.'s S 4 w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQ'5 PER MANU. NEW EXHAUST FAN SHALL BE INSTALLED 4 WHERE VENTILATION IS NOT MET BY MEANS ry (V OF NATURAL CIRCULATION THROUGH WINDOWS DRYER EXHAUST NOTE: OR DOORS To OUTDOOR SPACES AS PER �p NYS MECH.CODE SECTION 405.52.51 INSTALL I. DUCT SHALL TERMINATE TO EXTERIOR AS PER Mom'SPMS , Q/Q �R1�TOR 4-0• KITH ICE MAKER 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4 ARTIFICIAL LIGHT J� REQUIRED L ISHT b FOOT CANDLES/So.FT. / I T4" FRESH HROUGH AIR VENT OPENINGS HABITABLE BASEMENT AREA.Sos SQ.PT. 3. DUCT 51ZE AS PER MANU. (1)6W LED BULB.450 LUMENS �a„x l T„ 10: I PROVIDE "ABESGO FF200 FFIR, N 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 6 PT.CANDLES x So5 SQ.Fr.•solb LUMEhLUMENS / PROPOSED I EXPANDIN6 FOAM"(OR EQUAL) 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 5,01b LUMENS /450 LUMENS-6.1 NEW EXHAUST FAN SHALL BE INSTALLED DINING AREA PRa"0 F I AT ALL PENETRATIONS IN FIRE W CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO MINIMUM(6.1)6W LED LIGHTS REQUIRED WHERE VENTILATION IS NOT MET BY MEANS PROPoseD �' x]Or. b,er 4 I RATED WALLS AND of NATURAL CIRCULATION THROUGH KINDOWb FLOORS/GEILIN65. PRODUCT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM MINIMUM(T)6W LOW VOLTAGE LIGHT' OR POO"TO OUTDOOR SPADES AS PER "�HALF WAl,1 s 2 I m b 3"j g SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO IllxTueeS ReOUIR® NYS MEGH.CODE SECTION 405.5.2.5;INSTALL CONFORMS TO ASTM E 614, As PER MANU.SPECS I A5TM E 84,AND UL 14-M U EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 6�-IQY f I IN ACCORDANCE WITH UL 2158 HT e eA. > ARTIFICIAL LIe I HABITABLE BASEMENT AREA. 1,0bq SQ.Pr. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID • . '•: , ° REQUIRED LIGHT.6 FOOT CANDLES/9Q.Fr, 004 I a m 1 �L PLUMBING WORK METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS (1)6w LED Bu a.450 LUMENS V �� v I SHALL CONFORM TO a'6' q'-Y2' a",4 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST r THIN b FT.CANDLES X I,obq So.FT.-6,554 LUMENS I LOCAL PLUMBING GORE DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL _ _ = J BUILT-IN 6,554 LUMENS /450 LUMENS-14.52 GABINETS/SI•ELVES MINIMUM 04b2)bW LED LIGHT'S REGTIIRED I GLEAN OUT •6 MINIMUM(15)bW LOW VOLTAGE LIGHT I AS REOV Q 'f. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - - FIXTURE-S REWIRED ;+ LOCATION TO THE WALL OR ROOF TERMINATION. THE Jto I G O _� EXI5TIN6 F.A.I MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ' EXIST.GXI6,12 �''-5' FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° EeREss oPENINe, LAUNDRY GL. G.O.EX'ST. _________ __ PROJECT: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES o aIrEEN O w1�a° LA DINING BATHROOM 2'-D"X6'-I' QUEEN NOT INCLUDE THE TRANSITION DUCT. BEO"ILa+ \^ �'•• • __�__-------1-- -- T I I 4"HOUSE T - - - - - - - �- - - - - - I I �J F-------- -- I I I I .�I MAIN DRAIN G.O. TYPICAL BATHROOM NOTE: I WILT-IN N CONSOLS VENTILATIONFE 12" i I „I I 2 I H E L L E R 'Q Mo"TV) q LAUNDRY RM. 2 1 2 1 I 1 10 I. WALL BOARD NATURAL LIGHT 6 16'-0" PLOOR I I 2"I 2 4" I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN VENTILATION I '�� I5S4 S.FI 41 •T �°•r. I I i i 1 1 TO EXIST. RESIDENCE ALL BATHROOMS FLooR Sos S.F. S.F.RE°• s.F PAv. 5` I 12" I I I 1 SEPTIC SYSTEM AREA I I LRb lob S.F. o fir. s.P. f0 I I I I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND EXIST.EGRESS S.P.REQ. Sr.PROv. I TUB SURROUNDS WINDOW TELL I I vENr 4 I ueHr 40.2 S.R. IOa S.F. 1 I_ L J _ Sae S.F. 21A .F. u uN.u�Y zvli< v_ v Iry vV%/vihv'\/4 �J'✓vV �1 N1t�1!V`J 7V• '.NJ`N I NIP o W� 1 2, SHOWER FLOORS REQb n- 4 jS I- " 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON VENTEov 201 S.F. 12A S.F. m- - a - - - - - - - - - - - - DW I I ' ISHOWER WASHER 2.2. CONCRETE MUD-5ET (SLOPE I/8 PER FOOT r - - T I- - - - - - - -I T - - - - - - - IT - - - v '. '2" 2 215 LAUREL AVENUE TOWARDS DRAIN) UPON � SOUTHOLD NY 11971 I P IF" PMWVIDE NEW SUMP PUMP FOR 2.3. WATER PROOF MEMBRANE TO COVER SHOWER BUN�icRooM I HooKsicuBBlEs/sroRAGE PIRAPOSED PLUMBING w,asTE S.P. FLOOR, WRAP DRAIN $ A7LEA5T IS" UP WALLS 'O3r' I I I LONE' HVAG 01 II II II II II PROVIDE AND INSTALL RHEEM 2-TON HYDRONIG AIR S�o 002 I PLUMB I NO RISER V4ASTE/ YIENT DRAWING TITLE: HANDLER(OR APPROVED EQUAL). UNIT TO UTILIZE HOT 42•HIGH BAR °- °� ' WATER COIL WITH INTERNAL PUMP CONNECTED TO BOILER 4 Q7 5-1 - - - - - - - - - _ _ - _ _ _ _ _ _ _ _ _ _ _ SCALE: NTS FOR SPACE HEATING. MATCH WITH EXTERIOR A/C - - - - of- - - - - - -I - - - - - - - - - - - - - FOUNDATION PLAN CONDENSER FOR COOLING. K 4 • '. 4o BUILDING SECTION FIRE RATED DOOR: a- I 22'o" b._1Oyz EGEN TWIN BUNK , e e \-EXIST.GARAGE SLAB c1 �-� -__--_- HOT WATER PLUMBING RISER DIAGRAMS ALL 12 3X8 I HR. SELF-CLOSING STEEL DR. a �CONFORMOK SUPPLY q'_T" _F -�' BLAWALLS �EXIST.COLUMNS TO BE r � I I I WRAPPED W/Ix I I �( LOCAL PLUMING GODS GOLD WATER CABINS I �( SUPPLY PAGE: sroRAee 21OOP. OOS SEPTIC,LINE I N_ PROVIDE "A8ESG0 FP200 FR 4.�. k VE5 E TANDINS,FOAM'(OR ALL PENETRATIONS N<FIRE RATED WALLS AND y ) Exlsr. FLOOR5/GEILIN65. PRODUCT 00 CEILING(rYPJ CONFORMS TO ASTM E 614, N COFFERED ■ 4 y ASTM E 64,AND UL 14-f9 I' �l 25'-6" EXIST.SEPTIC O Y 5-6• >k �E HF _ L1nE r-45 ;� sM/co n = INTERIOR BIB-OFF n '< :x--h*-r- --k -a n.-e_ e-a.�- AT LOWEST POINT o . • DATE: 04/29/26 2 OF 2 �' NEW FREEZE PROOF HOSE BIB (Di '• oob , • w/VACUUM BREAK FASTENED e 12oaT -- -------- W/PIPE FASTENERS(PRECISE EXIST, SM/co FRAMING a SEPTIC, 0 -�- - - - - , - - LOCATION T.B.D. IN FIELD- SEPTIC 2 5_I. 4. PIPE LINE WALLS(TYP) -�I b I ' 1 j I I I I I CONSULT W/OWNER) - LAUNDRY GL.I I I I IBATHROOM I I DINING I I I 1 n • - - - •` , , c�•' r``., I I I InwlI �Iv II I TO STREET EXIST - - - - - - - WATER MAIN IC, PA r TO fQNJ -I EXIST. (Q 11I I'-T' 15'-5• I6'-q" LINE U m4l i; I n Q CONNECTIONS EXIST.MECHANICAL iv "�+ SHOWER iv ROOM• �-+ N !-+ m a ,t.: `•,. EQUIPMENT L WASHER 1, REP. 7r.. FO U N D A T 1 O N PLAN�N EXIST.WATER SERVICE LIhE EXIST.ELECTRIC,SERVICE LINE �.. '- F'LUME3 1 NO RISER SUPPLY 2,590 S.F. HABITABLE SPACE PROPOSED SCALE: I/4" = I'-o" SCALE: NTS