Loading...
HomeMy WebLinkAbout51813-Z CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 515) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT �� \�( I �I ONS NOTES 4 SFEG I F I GAT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP TH15 CONSTRUCTION DO:UMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS of TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 5FE BA5E FLOOD ELEVATION INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT a GENERAL PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BLD0. BUILDING K KIPS (1000 L55) Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXI5TIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS 0 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY APPLICABLE BUILDING DEPARTMENT. :�TEGO�� OR APPL OTHERWISE NOTED ICABLE AS A DERIVED WORK). 4. FOOTINGS To REST A MIN. OF 4'-0" BELOW GRADE,UNLESS BM BEAM MANU. SPEC.'S MANUFACTURER'S 5PECIFICATIONS w 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. 11 MAXIMUM w PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 5IZE SHOWN ON DRAWINGS, U.O.N. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING (M N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MEGHANIGAL 5T'RUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FLOORS, ROOFS, AND WALLS. PANEL5, 5HALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS Q :tf Lo 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 1=2 TIER OF FRAMING 15 IN PLACE, � C O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. O r- COO U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, "1. FOOTIN55 TO BE POURED CONCRETE OF 5IZE SHOWN ON DRAWINGS. G.J. GEILINC� .JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ici88 - 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED N }; O 4. THE NNOTE BOO NO '7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENING5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE O C � Z �t WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. 8. MIN. HEADER TO BE (2) 2NIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE IZ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6RADEMARK SHALL INCLUDE AN EASILY DI5TINOUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. CONT. CONTINUOUS O.G. ON CENTER >, X � N SHALL BE CLARIFIED WITH THE ARCH ITECT'/EN6INEER BEFORE PROCEEDING p U WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OGG. OCCUPANCY C C CO P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. l0. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRESSIYESTRENCTH AT 25 O O m DAYS OF 4,000 P.S.I., U.O.N. L O �- Lo b. NO DEVIATIONS OR CHANGES TO THE 5'.RUGTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG i"' N 4- UNLE55 APPROVED BY THE ARCHITECT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET QC O m ON PAGE 5-005. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 1110.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b FINE GRAVEL OR SAND WITH � L 2 O ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN BEFORE THE START OF FRAMING APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. D.J. DECK JOISTS P. GONG. POURED CONCRETE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055 EA. EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PACE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL ELEV. ELEVATION PLYWD. PLYWOOD n' 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEW HOUSE WRAP OR REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT P.T. PRESSURE TREATED W 10.CERTIFICATES, ARE RESPONSIBLE R C ALL INSPECTIONS,APPROVALS, APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIE5 15. APPLY (1) GOAT OF TAR 5A5ED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH &RAVE. EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE X CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES '■�J .�.. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 5'-O" AND AT EVERY 5'-O", 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEOVENGINEER. NO I F.A.I. FRESH AIR INTAKE RM. ROOM U ■ RESPONSIBLE FOR DE51&N INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE /�` 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY w M FR WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. F.A.V. ESH AIR VENT STL. STEEL W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN5 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS `11--J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I5. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF FINISHED FLOOR S.V. SMART VENT ■ e RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. Ig. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED ' 15. THE CONTRACTOR SHALL CARRY WORK.MAN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTINC 6" ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BAR5 CONTINUOUS IN THE FOOTING. ALL 4" THICK AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM C3'7 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C"Ig CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. FOUND. FOUNDATION THK. THICK SPECIFICATION FOR GYPSUM SHEATHING BOARD. � ■- I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Ig. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL `- THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. 1.•T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FR. FRAME Tr TREAD 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. / 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS FRPR. FIREPROOF TYP. TYPICAL0 WQ ARCHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. GYP. BD, GYPSUM BOARD VERT. VERTICAL 2 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN I5" OF FINISHED FLOOR 5HALL BE OF INSULATED TEMPERED 6LA55, WHOLE OR IN PART BY ANY NFOL16ENT ACTT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE UNLESS OTHERWISE NOTED. HDR HEADER W/ WITH < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEU5ER TRUS J015T 2.OE MICROLLAM LVL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HNOR HANGER WD. WOOD BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. 6EORGIA PACIFIC, 2.OE C-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE HOR. HORIZONTAL ZR ZONING RESOLUTION A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NALING, PLACING 5TANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND GODS ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURERS 1.5.5. PARAPPLTICLE BOARD: PARTICLE BOARD NSI A D IN TRUCTUR ANY 'T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I NSULATI ON 4 F�NESTRATI ON REQU I REMENTS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN EVALUATION REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 50REENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. AUTHORIZATION OF THE ARGHITEGT/EN61Nf:ER. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE I 5. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN55 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC VALUE CITATION (PER 2020 NYSECCC) PERTAINING ARE TO BE FIELD VERIFIED. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE: LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE: ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH U-VALUE - 0.25 MAX.U-VALUE ■ 0.52 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE FENESTRATION U-VALUE AIR LEAKAGE ■ O.50 CFM/5F MAX.AIR LEAKAGE ■ 0.50 CFM/5F YES 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARAGTERI5TI05 ARE AS FOLLOWS BUT NOT LIMITED TO: DEVON PRESSURE, PER R4o2.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND ECRE55 MIN.R-VALUE ■ 4a THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED (PS- I),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. � j - GEILIN6 R-VALUE FP-4cl GATT INSULATION PER TABLE R4O2.I2 -CLIMATE ZONE 4 YE5 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE OF THE HOLE SHALL NOT BE CLOSER THAN 5/5 TO THE EDGE OF THE STUD. REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROS5-SECTION. EXTERIOR LL R-)WOOD MIN. TABLE E ■ 20 (CAVITY) TEMPERED GLASS. R-21 BATT INSULATION YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FRAME WALL R-VALUE PER TABLE R402.12 -CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FA5TENER5 AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS 5PEGIFIED IN M 2.2.1 THROUGH M 2.2.-1. I I. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EXTERIOR(2"x4-)WOOD IR-I5 CAVITY SATT INSULATION MIN.R-VALUE : 15(CAVITY) +5 (CONTINUOUS) CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FRAME EXTERIOR WALL R-5 CONTINUOUS RIGID INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4,NOTE(h) YES NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND M1551LE TEST OF ASTM E11% AND A5TM E1556 AS MODIFIED BY 2020 NYS BG R-VALUE GENERAL WIND PROTECTION CONNECTION NOTES: SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET HEX BOLTS AND SCREWS (INCH SERIES). MIN R-VALUE ■ 50 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOOR R-VALUE R-30 GATT INSULATION -]PER TABLE R402.1.2 -CLIMATE ZONE 4 YES CONSTRUCTION;SSTD 10-gg AND 2015 550 HIGH WIND EDITION WOOD FRAME SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA& SCREWS: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ AN51/DA5MA 115. Z CONSTRUCTION SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 815.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE 5TATEMENT: uj I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNMJFLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOI^ILEV&E,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED,. 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. 2 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANEL5 SHALL BE PRECUT AND 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENIN6. PANELS SHALL BE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS � BE USED IN ACCORDANCE WITH MANUF.ACTURER'5 RECOMMENDATIONS. WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED DIRECTLY TO THE WEATHER OR SUBJE::T TO SALT CORROSION IN COASTAL EXIST. WALLS # 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND AREAS SHALL BE STAINLESS STEEL O HOT DIPPED GALVANIZED. POSTING ® C.M,U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUCTURAL QUALITY, ON THE BUILDING. T R CLIMA710 4 OEOORAPHIG DESIGN CR17ERIA W WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL 5HALL BE USED. OTHER METAL CONNECTORS SHALL PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR P057INO 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SHEATHING AND SIDING, FRAMING ANCHORS OR CONNEC 'S TORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER W GROUND SNOW LOAD 25 LBS GORE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULAT10N5. PROVIDED AT THE TOP AND B07TOM OF CRIPPLE STUDS, HEADER STUDS STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, ALLOWABLE PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GABS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F I66'1 STANDARD 2• PROVIDE HOT AND GOLD 5HUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER DEFLECTION BASIC, WIND SPEED 150 MPH w/ 6 RI5E 4 w/ (2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPO51N6 SET 6" DIST., U.D.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGE5 IN DIRECTION RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER IS AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B B RAD FO R D LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES L/I50 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE W/ NO FINISHED CEILING ATTACHED TO RAFTERS SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE R E N OVATI 0 N RAFTERS. 4. USE 4' CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5 PER SEISMIC DE516N CATEGORY B FOOT. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S GORE EVALUATION REPORTS. INTERIOR WALLS 4 PARTITIONS H/I50 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE WEATHERING SEVERE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.-1. SCREWS: 50REW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 5. 6ENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 1. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 45" AND EVERY - DISH WASHER.........................................2" FLOORS 4 PLASTERED CEILINGS L/360 IV' WITHIN 4' OF EXTERIOR CORNERS. AND WATER BARRIER FROM EDGE OF EAOF FL 5H INSIDE EXTERIOR WALL WOODSGREWS (INCH SERIES). - KITCHEN SINK........................................2" FR05T LINE DEPTH 3'-O" LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - LAVATORY..............................................2" MECHANICAL CONNECTIONS: _ ALL OTHER STRUCTURAL MEMBERS L/240 3980 BAY SHORE RD, 8. SILL PLATE TO FOUNDATION ANGHORA�.�E;SILL PLATE SHALL BE ANCHORED 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SHOWER/TUB..........................................2 TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. 5OLT DIAMETER - TOILET........................................................5" OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONSTRUCTION. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE - LAUNDRY 2 GREENPORT, 11944 ................................................. " EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................5" ICE BARRIER REQUIRED YE5 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN CONCRETE/MASONRY `I'• ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS11 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 DRAWING TITLE: BY SIMPSON MANUFACTURER. THROUGH ROOF. AND AT SPACING NOT EXCEEDING 4 CN CENTER. 5. NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CODE5 AND REFERENCE STANDARD: 6. CORROSION RESISTANT 11 &AGE ROOFING NAILS AND 16 GA6E STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL D PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 DRAIN COCKS A5 REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ENERGY TABLE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" PROTECTION. STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANG!= CODE, AND 2020 NEW YORK "i. PROVIDE (2) LAYER-5 OF 15# ASPHALT BUILDING FELT UNVERLAYMENT FOR 5. WASTE FROM CLOTHES WA5FIER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUCTURAL DES I C N LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER A550CIATION GYPSUM WALL BOARD (AF4PA) AMERIGAN WOOD COUNCIL (AWC). I. G 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR GYPSUM WALL BOARD 5YSTEM5 SHALL BE OF A TAPE JOINT AND JOINT 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD DEAD LOAD PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE COMPOUND METHOD. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. PLUMBING CODE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR BALCONIES 40 psf 15 psf G-002m00 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE OTHERWISE NOTED. WATER RE51STANT (W.R) AT BATHROOMS AND WHERE ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS 5HALL BE PERMITTED MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. DEEMED APPLICABLE. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 20I-1 NATIONAL ELECTRIC BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CODE, NFPA"IO AND 2020 NEW PORK STATE ENERGY CONSERVATION (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WATER CLOSET CONNECTION. HHERE A 3 BEND IS UTILIZED, A 4"x3 FLANGE DATE: 02 25 25 CONSTRUCTION GODS. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. UNINHABITABLE ATTICS WITHOUT STORAGE 2 OF 15 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL INSULATION (MAX CLEAR HOT < 42") 10 psf 15 psf CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED UNINHABITABLE ATTICS WITH STORAGE MECHANICAL, FUEL 6A5: 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDCE5 SHALL BE FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ELECTRICAL: (MAX CLEAR HOT > 42") 20 psf 15 psf FOIL TO BE PLACED TOWARD WARM SIDE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I. MECHANICAL AND FUEL &A5 SYSTEMS SHALL COMPLY w/THE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS HABITABLE ATTICS 4 NYS MECHANICAL GORE AND FUEL 6A5 CODE TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. TO 2011 NATIONAL ELECTRIC, CODE NFPA'70 AND 2020 NEW YORK STATE 50 psf 15sf ATTICS SERVED BY FIXED STAIRS p p 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ENERGY CONSERVATION CONS-RUCTION GORE. ..-� �-, S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 11 ,. . - `'')° , 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON p P , r.,4 `"` ' LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S 5PEC.'S 4 CODE. ALL OPENINGS. FOUNDATION WATERPROOFING. COMPLETION OF WORK. ",.,, ,.;;" I. 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. SLEEPING ROOMS 30 psf 15 psf 1.;^,;,. .., i _t ,, 1,A SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL SITE WORK 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINOUI5HED. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR - q" R-30 FOR FLAT GEILIN65 - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf s 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, - 5.25 R-30G FOR VAULTED AND CATHEDRAL GEILIN65 SMOKE DETECTORS w/BATTERY BACK-UP IN: p p -R. ' l 4. SUPPLY 4 RETURN DUGT5 OR PORTIONS THEREOF NOT LOCATED - 3.5" R-13 FOR 2 x4 WALL CONSTRUCTION RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. 4 e. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION A. EACH SLEEPING ROOI.1 GUARDRAILS AND HANDRAILS 200 psf 15 psf "+ ,'; �,. '= ' COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED - 5.25" R-21 FOR FLOORS , , ''• w, ,+� r� 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. `_ r',:,1;:`), Ir TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): B. OUTSIDE OF EACH SEPARATE SLEEPIN6 <. f . n STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING AREA IN THE IMMEDIATE VICINITY OF /,q� , . DUCTS 3"O 4 GREATER, LOCATED IN ATTIC: R-5 SITE. STOCKPILE ALL EXCAVATED MATERIALS. THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf _ f ,�:.� DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 q NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE DUCTS 3"O 4 GREATER, OTHER PORTION OF BUILDING: R-6 C. EVERY LEVEL OF DWELLING DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE (BASEMENT, FIRST FLOOZ, 4 SECOND FLOOR, ETC) +� FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE •T-I6 (MINIMUM DESIGN LOADS FOR BUILDINC75 AND OTHER STRUCTURES) 5. PROTECT TREES WITHIN EI6HT FEET OF THE BUILDING. HOL_DOM DETAILS T` F I SAL_ NAIL_ NO/STRAFF I NO REOU REMENTS FOR FA5TENIN0 50HEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s,MANUFACTURER U F L- I F T/ SHEAR/ $ LATERAL K N D RE S S TA N G E NOTE: THIS 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) Q "ALL STRAPPING TO BE �/4"x 20 6AU6E** -- "SIMPSON" ECQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 *USE IOd NAILS IF 5TRAPPIN6 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2015 WOOD FRAME GON5TRUCTION MANUAL TABLE 5.1) W W FASTENER SPEC. FASTENER —� ' ' DESCRIPTION AND QUANTITY SPACING HOLD OWN A HOEDOWN 8 CONNECTION NA I L_ I NO O R I D Q � LO FOR NEW 4 EXIST, AT RAFTER TO RIDGE N ROOF GE I L I NO FRAM I NO °' O FOUNDATIONS 1.DIM's ARE ALL MIN.*'s BASED ON USE OF ONLY A Ibd 0 CD ENDWALL »»»»»»" GONNEGTI ON: COMMON NAIL w/o PREBORED HOLES. — r- ENDWALL ...•••-•" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER � � N >; O (5) 2x FULL (5) 2x FULL CORNER STUD " - 2 2. WOOD 15 A55UMED TO BE D,F,#2 4 BTR. IN DRY USE Ln � HEIGHT STUD HEIGHT STUD CONNECTED TO "-»-"» » FOR STRAP - 5 8 d* COMMON R.R. 2 SERVICE O C r- z 4 CORNER STUD .' CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST �- (� r- ONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL >, XO U N TRANSFER SHEAR • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP C m "SIMPSON" HDQa FOR ROOF SLOPES UNDER 5:12 WITH • • • • HOLES,SET NEW MEMBER. O O O HOLDOWN ANCHOR ® 2-I66 COMMON r' 2-I66 COMMON ROOF SPANS OF 24' OR GREATER, • = O • LOCATIONS NOTED NAILS ® 6 O.G. 4 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Q NAILS ® 6" O.G. 4 ON PLANS 10" O.G. IF BLOGKE .'' USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP C O cu O' O.G. IF BLOCKED CORNER POST "`^•. END OF STRAP. TIES ,�' • • 5.SEE SECTION 6 FOR ANY REG!'T TO CLINCH THE NAILS(TO Q r— G O CORNER P05T ""-. " TIGHTLY BOND THE END OF THE NAIL TO A cIO° ANGLE,BEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE "SIMPSON" HDQB ° THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR ® 5PAGIN6 OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS t SPIKES 4 TABLE OR 4-1. ON PLANS °, FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ^^,, CONNECTION BI � 52 W -,J AT RAFTER TO TOP PLATE TO STUD WALL FRAMINO HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s �. " FOR STRAP - 3 8 d* COMMON NAILS ® EA. E32 "�� -fTOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT HOLDOWN CAST IN PLACE w/7/5"(P THREADED ROD "(!w END OF STRAP. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDEFOR EXIST. P. GONG. OR NEWLY CURBED FOUNb.'s • s� WHEN IN TOWN OF ISLIP OR NAILING I'i/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO " aGEOMETRY EXCEEDS THAT PERMITTED IN • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G.CONCRETE w/ "51MP5ON" SET (HIGH 5TRENGTH EPDXY ---� LJ� MAX. NAILING GRID ABOVE UTILIZE ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "51MP50N" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE(HIGH STRENGTH ACRYLIC ADHESIVE) 4 ^"`"'•"^ "" HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES• FORTOENAILINS - 3 8 d COMMON NAILS "`••-•.».. ■FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMONPER STUDFILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN USE SAME •W/V8"� THREADED ROD CONNECTION " FOR G.J. TO R.R. - q I6 d COMMON NAILSREOUIREMENT5 FOR "" ---•. » BOTTOM PLATE TO FLOOR JOIST, BAND J015T, RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION- APPLICABLE) or BLOCKING (PAGE-NAIL) 2-I6d COMMON I� PER FOOT U /•� APPLIGABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW � OLDOWN 'G' HOEDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - q I6d COMMON NAILS FLOOR FRAMING ■— FOR NEW 4 EXIST, FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END p HEIGHT STUD CORNER STUD ONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQB TRANSFER SHEAR • AT STUD TO FLOOR ASSEMBLY G2 --„ -- TO STUD CONNECTION: BLOCKING TO SILL or 5-Ibd COMMON EACH BLOCK (5) 2x FULL »•"""�-» • ° TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD .»-••"'»'"- • 2 LOCATIONS NOTED NAILS ® 6" O.G. 4 -"'" ° ON PLANS 10" O.G. IF BLOCKED G I "y FOR STRAP - 5 8 d" COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-16d COMMON EACH JOIST CORNER POST ° NAILS ® EA. END OF STRAP p JOIST ON LEDGER To BEAM (TOE-NAIL) 5-56 COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G N o BELOW - 2 16d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® " O.c.\ 7. zzz BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ` ROOF SHEATH I NO STRUCTURAL PANELS: SOLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" ST 14 CONNECTION DI D2 BLo KING PERIMETER EDGE ZONE a 8d COMMON 6" EDGE / 6"' FIELD HOEDOWN INSTALLATION OPTIONS ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 W/ 8d COMMON 4" O.G. FOR NEW P. GONG, FOUND.'s. UP TO q" RAKE OVERHANG HOLDOWN CAST IN PLACE W/7/8"d' THREADED ROD „» ~M „~» • • AT 57UD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • 7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) GONNEGTION: D2 CONCRETE w/ "SIMPSON'SET (HIrvH 5TRENOTH EPDXY 0 1/2" MIN. -•- •- GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMP50N" AT CORNER FOR STRAP - 3 8 d'� COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON D� •`�:;;` END OF STRAP (WRAP STRAP UNDER SILL FL.) I WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN `� •o w/VS"(P THREADED ROD o 2 I6 d COMMON NAILS FOR EA. PLATE TO STUD ABOVE $ OR BELOW - •••..,,� ° ° ° � STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE GONFI6URATION - ABOVE STUD TO � GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD � FLOOR CONNECTION w/ # LPT4 51MP50N (OR P.STRAP H/C3) Z NA I L- I NO/STRAFF I NO C V�I NDOV4/DOOR HEADER ` ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES -- - ^ ^`"^ of E I STRAP TOE 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) V NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (200 WFGM,TABLE 5.1,P. 159);WHEN 5TRAPP G CONNECTI ON E - ' I" Or LE55: Sd COMMON b" EDGE / 12" FIELDilu REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EOUAL). »---~""" - B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOOR5) (2018 WFGM, TABLE 5.255,P. 411) """"" »»„" GREATER THAN 1": 10d COMMON b EDGE / 12 FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.250,P. 241 ALTERNATE AS PER TABLE 5.25D,P. 2q5) »-""" ' 1 - NAILING REOUIREMEN75 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A D C - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. Q (2016 WFGM, TABLE 5.'1, P. ISq) AT T UD 0 FLO TION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER � G E(2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM,TABLE 5.22F,P. 2 6) A. ° ° ° ° SHEAR CAPACITIES, NAILINS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E(5-PLY) - NUMBER OF JACK STUD5 ® EA. END OF 5-PLY HEADER(2016 WFGM,TABLE 5.22F,P. 2 5) a ° °a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE ° 4. ° ° ° a a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. Iql) " `" "^ ° ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. "'^ ~ 5 - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ^" .^"„^ ° ° ° de END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING 5GHEDULE B a° ° a ° - � B RA D FO R D F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 ""^ "'"-" ° ° g FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) ""^ »� 2 16 d COMMON NAILS A MAX NOTATION E E SIONAOE FOR TRUSS TYPE, FRE—ENOINEERED ROUGH A B G D (2-PLY (5-PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDR) THE FOLLOWING 516NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 3980 BAY SHORE RD, 2'-0" 2 I I 2 I I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE GREENPORT, 11944 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 1 3 Si�L. G I NO O TOfi� L.AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-o" 4 I 5 4 I I 4 BRACIN0/57RAFFIN0 AUTHORITY HAVING JURISDICTION: DRAWING TITLE: FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � � 2 3 5 I I 5 }-- SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK BLOCKING 0 12" O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", "11" "111" "1�/" OR "V11 TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES B4G - Io'-o" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE 1,2A,4 BUILDING MINIMUM 5PLIGE THE NYS BC. DIMENSION (FTJ LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-b" 12'-0" 3'-O" OF EA. STRAP 00 6" DIAMETER 400 COMPONENTS THAT ARE OF TRUSS TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER G 1003000 ANCHOR BOLaT Si=EG I F I GAT ONS Ib-O 5-O /5—q 16-0 4-O I 11 I „ I II I II CONSTRUCTION AS FOLLOWS: 20-0 5-OI, - "F" = FLOOR FRAMING, INCLUDING GIRDERS � BEAMS BLOCKING 2 BAYS °`' SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.28, P. 157-I60) 1, 1, „ „ BACK® 4'-0" O.C. - "R" = ROOF FRAMING CORNER sq" 24-0 4-o /5-0 24-0 6-o - "FR" = FLOOR 4 ROOF FRAMING DATE: 02/25/25 3 OF 15 CONDITION FOR ALL STRUCTURES: 5/8"4' ANCHOR BOLTS 0 5a" O.G. 28'-O" 5'-O"/6'-5" 28'-0" 52'-0" b'-O"/`1'-b" 52'-0" n SECOND FLOOR Q r fu `D 56'-0" 7'-O"/8'-q" 56'-O" Ill-Oil NOTES: I.TABULATED SPLICE LEN&TH5 ASSUME TOP PLATE-TO-TOP PLATE I. MIN. 7 EMBEDMENT INTO CONCRETE BLO , r'• '; ..4 CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 11 LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-0" II'-O" * "`c�� ' • �� PROVIDE AN EQUIVALENT NUMBER OF NAILS GKING 2 $AYS END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4-O" O.C. 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-O" 15'-O" r CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID 8d NAILS EA.END T 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" I2'-O"/I5'-01, 60'-O" I6'-0" OF EA. STRAPHEIlSHTS ". 'D 2. ANCHORS NOTED HEREIN ARE NNOT OR S EARWA FOP, S LATERAL o ADS SHALL BE OTHER KALL HMULTIPLIED BY H/6 LATED UNIT - FIRST FLOOR OR REPLACED BY HOLD DON) S F S LL FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 70'-0" 14' 0" 70'-O" Iq'-O" PLAN DIAGRAM OF ZONES _ __ �"•- NOTED MIN.SPLICE LEN6TH BY THE FOLLOWING FACTOR f ' 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12': (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" I6'-0" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE(SEE ,,- DIAGRAM TO LEFT) 1O'WALL - 1.25 BLOCKING 2 BAYS 11'WALL- I.515 THIS COLUMN H/MULTIPLIER BACK® 4'-0" o.c. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #IS7 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NC 5 RAPH I C5 CONT I NUOU5 BUILT-UP 5 I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT IS READ FOR FRAMER TO HAVE A REBLOCiG I NC FOR PLATFORM WOOD FRAM I NO WORKINC5 KNOWLEDGE 0= THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENS I NEERED LUMBER [i e. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CL PATTERN CONNECTION DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKINS UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINT5 ARE TO BE a NON—LOAD BEARINS WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. MAX.52" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN INTERMEDIATE W SUPPORT. NO TWO ADJOINING JOISTS NOR MORE STUDS STUD C3)ROWS IOd NAILS a 12"O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE J M SUBFLOOR (2)R0W5 1/2" IP BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME 51ME OF THE SUPPORT. " SUBFLOOR G Two-PIECE Q }, CV DBL.o ENDS SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: O D (2)ROWS I/2" �BOLTS m Ib"O.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE O E (2)ROWS I/2" m BOLTS o 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF -p CO BETWEEN 1/6 EACH PIECE, OTHERS STA66ERED WITH A DISTANCE }- � F (� �N�8"STRUSS OOK 50R WS® 12"O.G. a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL ' p C z 0 MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH r G (2)ROWS 5-5/5"TRU55LOCK SCREWS® Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH L m X _N N JI SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A P15TANOF OF 52" C O U H (2)ROWS 5-5/8"TRU55LOCK SCREWS® 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOIST SCREWED ON(1)SIDE OF MEMBER ,� p m MAXIMUM OFFSET THREE-PIECE �-' 04 �' Lo J (2)ROWS 5"TRU55LOGK SCREWS o 12"O.G. BUILT UP GIRDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d p N JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. Q �— MATCHED SIZE OF BLOCKIN,,S (2)ROW5 5"TRUSSLOGK SCREWS O I6"O.G. 4 UNDER NON-LOAD BEARIN, FIRESTOP LO AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 5 SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.0. BLOCKING STUD L OTHERS 5TA05ERED w/ A DISTANCE OF NOT MORE (2)ROWS 5"TRUSSLOGK SCREWS o 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH 51DE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. GE I L I NC BRAG I NC FOUR-PIECE 61PERS ARE TO BE ASSEMLED AS CANT I LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED SABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. t CONNECTION PATTERN S'WHEN 10"OR LARGER i5TUD 2.WHEN SCREWING OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO 5UBFLOOR /50LE PLATE 2"x4" CONTINUOU5 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR BAND LATERAL BRACE® 6'O.G. MISS BOLTED TO STEEL COLUMNS. - �J JOIST 2) lod NAILS TRU55 OR ♦ ♦ ■ PLATFORM FRAME CONSTRUCTION 10) Sd -LOCATIONS REQUIRUN6 FIRESTOPPIN6- `{,J NAILS FIRE- FIRF_ WOOD FIRESTOPPIN6 FIRE5TOPPIN6 ■ e STOPPING STOPPING FIRE FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOFFIN6 MULTIPLE-PIECE MEMBERS JOIST NAILED' BOLTED' 5d COOLER NAILS� 10"O.G. 2 x4 BLOCK NAILED TO EA.BRACE VERTICAL bd S ROWS Ibd WS 2 ROWS I 2 RO 15" 2 ROWS 2 ROWS BLOCKING �" �" FIRE5TOPPIN6 WHEN w/(4) IOd NAILS COMMON COMMON DOLTS•s4' BOLTS BOLTS 12"O.G. O.G.5TA66ERED° a 12'OA. a b'O.G. COVERING 15 APPLIED ■ 20 o.STRAP TO UNDERSIDE OF STUD 9 1: TWO ROWS 12"O.G. 6YPSUM BOARD THREE ROWS 12 O.G. J015T5 rn LOCATION I LOGATI ON 2 LOGATION 5 LOCATION 4 DOUBLE PLATE r10) 5d NAILS ° ° ° ° ° ° ° ° 5d GOOLER NAILS® 10"O.C.oC BEAM SELECTION w/ STD. NAILING n' JOIST SHALL BE LOCATED DIRECTLY �'- ENDWALL STUD AS NOTED IN NO7E5 •7 4 8 ° ° ° ° ° ° ° W DENOTES ALT.FOR USE OF DRYWALL 5GREW5 ° 5 NONCOMBUSTIBLE LOCATION OVER 5TUDS,UNLE55 TOP PLATE IS FIRESTOPPING 4"® EDGE/12"® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 �� WOOD FIRESTOPPING nF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#b - V4"TYPE W OR 5 FIRESTOPPIN6 LOCATION b 2.BOLT HOLES ARE TO BE THE 5AME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWD ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O 0 O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O 0 O O O O O 2"SPACE NOT A Al ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPING \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED 0, FOR 4"O.G.NAIL SPACIN6. LOCATION 1 al STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 W/� T•2 ROW R S OF Ibd COMMON NAILS 02'O.C)FOR DEPTHS 12"O LESS FIRESTOPPING� 4 8d NAILS LOCATION 5 LOCATION q ® EA.END ® R.R. 6.5 ROWS OF Ibd COMMON NAILS 02'O.G)FOR MIM45 OF 14",16"t Ib". LOCATION 10 FULL WIDTH 2" BLOCKING ZO I, V u N� TOP PLATE_ DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR 5TRAPPIN6 INSTL. EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE 5PIKED TO R.R.'S ALIGN NEW a EX. K I N5 STUDS R.R.AS SHOWN PLAN VIEW NOTE: SIMILAR• 'SHED' WOODLv JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOGKINS JOIST HANSER HEADER GENEPZAL REOU I REMENT5 FOR SENERAL REG2U I REMENTS FOR W INSTALLATION OF GLINGHED NAILS INSTALLATION OF TOE-NAILS BIRDER/HEADS � WOOD GIRDER JACK STUDS WOOD JOIST � MAIN MEMBER y� Q' 0000 O —'� JOIST FRAM I NC OVER WOOD C I RDER JOIST FRAM I NC FLUSH W 1 TH C I RDER/HEADER TYP I CAL HEADER -CONNECTION I. TOE-NAILS SHALL BE DRIVEN 0 AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, B RAD FO R D I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 3BE O AVOID TTIN5, NO MORE THAN 2 TOE NAILS SHALL INSTALLED IN IEA. SIDE OF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 3980 BAY SHORE RD, IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLAT BOTTOM PLAT BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JO I S —0TOP PLATE G R EEN PO RT, 11944 GHIM. CHASE SEGURINS © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: 0000 FIREBLOCKING DETAILS (SINE. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS W 1 TH TILE FLOOR, DOUBLE JOIST FOR NON—BEARI NS WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/5 rUDS TO ATTIC FLOOR b BLK'G TO R/L SIDES W/STRAPPING TO R/L 51DE-5) � O UNDER K I TGHEN FLOORS AND RADIANT FLOORS W 1 TH MUD. PAGE: TOP PLATE ® o WIND RE5 5TANT GON57RUG7I ON GONNE:G70R5 GRIM. CHASE WALL 004m CONNECTION LOCATION: PART NUMBER: NOTES: G- OO '3 1'0 `' R I USE—TO—RAFTERS C520 © 21" APPLY To EACH PAIR OF RAFTERS �z Q Z ® RAFTER—TO—WALL H-7 APPLY TO EACH RAFTER DATE: 25 02 25/ ROOF U- Lu z / 4 0 F 15 o RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER Nz O TO ALIGN�wD BLOCKINS 57RAPPING ° n PLATE—TO—WALL STUD 0520 9 18" APPLY TO EACH WALL STUD 1LI ~W ® EA LEVEL AE30VE THE FIR5T FL z K 2ND. FLOOR WALL—TO—IST. FLOOR WALL LFTA or C520 @ 56 ®—w APPLY TO EACH WALL STUD FLOOR/GLG. ® O HEADER—TO—JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD J CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH 511:;EWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE (USE W 1 TH 5" SQUARE WASHERS) SIDE VIEW PLAN VIEW - USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NEN TIAL HEI6HT EXISTING TO BE DEMOLISHED , WOOD FRRAME (L.G STL. EXISTING TO REMAIN WHEN APPLICABLE) Q �---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w F --i W 5TL. WHEN APPLICABLE,) G W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL Q WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL CV C � � O P05T FOR (o" WALLS), U.O.N. O 0 NEW 2-HR FIRE RATED _ _ WOOD FRAME (L.G. 5TL, r 04 �; O WHEN APPLICABLE) O C� i z 4 CIL . C 2: XO U N O O m N 0 Q 0 DEMO EXISTING PATIO APPROX. 5TI461 S.F. ----------, I I I W i 00 I I I 1 DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I 1 STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I OF ANY DEMOLITION OR CONSTRUCTION. I 1 1 1 `———————- DEMOLITION NOTE: 0) 1 DEMO EXISTING 1 - EXISTIN6 IST FLOOR JOISTS AND GEILIN6 JOISTS I STAIRS. I TO REMAIN. (vn' EXI5TIN6 ROOF STRUCTURE TO REMAIN 1 - ALL EX15TINO DOORS AND WINDOWS TO BE ('W, I DEMO EXISTING TOILET, d REPLACED IN KIND. I VANITY ENSURING MINIMAL - DISCONNECT EXISTIN6 ELECTRIGAL/PLUM5IN6/HVAG 4'-0" DEMOLITION NOTE; I r_______ _______ I DAMAGE TO SURROUNDING PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED I I I STRUCTURES. DISCONNECT d INSTALL NEW ACCORDING TO THE PROPOSED i ALL PLUMBING AND ELECTRICAL PLANS. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I _______________ - ALL EXISTIN6 FLOOR TO BE REMOVED BACK TO 4— OF ANY DEMOLITION OR CONSTRUCTION. I CONNECTIONS TEMPORARILY I DURING CONSTRUCTION. SUB FLOOR. PATCH AND REPAIR A5 REQ. I DEMO EXISTIN6 TOILET, SHOWER d ENSURE ALL 51 15 PROPERLY PREPPED FOR THE I INSTALLATION OF NEW FLOORING I VANITY ENSURING MINIMAL DAMAGE ________�,______ TO SURROUNDING STRUCTURES AND �—_—_—________ REPLACE IN KIND. REFER TO ________� PROPOSED PLAN FOR SIZES. DEMO EXI5TIN6 WALLS, DISCONNECT ALL PLUMBING AND `9 WINDOWS AS REQ.'D FOR ELECTRICAL CONNECTIONS NEW WINDOW5 INSTALLATION. r: REFER TO PROPOSED PLAN TEMPORARILY DURING CONSTRUCTION. I r FOR SIZES. EZ I H6HT. I I L-------� I L -- —�—�L---- -- II II, I I I I VH 71 III TO BE REMOVED L L _ J 1 —— III\��/� ` __ _ I I I EXISTIN6 ELECTRIC _ / 1 EXISTIN6 FLOOR FINISHES TO BE (I �I I tEXIj5T1::N(S` ———— PANEL/METER TO BE / REMOVED BACK TO SUB FLOOR. ��_i LU,I 11 1 —O I REMOVED AND RESET — PATCH AND REPAIR AS REQ. __ I I I REMOVE ALL EXI5TING KITCHEN I ��� I I / EXISTING HOT WATER ENSURE ALL SUBFLOORING 15 1 1 T—� r CABINETS, INGLUDIN6 HARDWARE, �`i �� I III �/ 8'O" GLG FOR THE . 1 �i�—�� DEMO EXISTING __—U I IIII iq WA5HER AND EXIST. EATER TO BE REMOVED INSTAL ATION OERLY F FLOOR NG 'HT' I \ 1 It j j I I WALL. DISCONNECT ALLBPLUMB NG AND I I FULL \ DRYER TO BE CRAWL SPACE ELECTRICAL CONNECTIONS II DpyyN REMOVED 1 TEMPORARILY DURING I �LADDE� I 4'3 " GLG S FLOOR CONSTRUCTION. T T—1 EXISTIN6 ATTIC 1 1 HT. CEILING5TRUCTURE TO REMAIN- — I=__ I HATCH TO BE 1 1 II 11 r -- r---r \ 1 REMOVED / I I 'I-8 'I-6 7-6 'i-6 i� \ / / I r� �--1 r--h �--7 /i 1 I I I I I I I I I �----t--------�---� � I I hl� — — �i C=___ L__= I•� } _ I I DEMO EXISTING STAIRS. Q — — — )—o — — — — 1 —a — — — — 1 0 a-- — — — 0 I— — — — — ---- --------- -- — 1— —�-------_----�— — -- __ ��J III I ———— _ ——————— Z— Z II I DEMO EXISTIN6 WALLS, L__J L__J 7__-- — — — — --, 1 WINDOWS AS REQ.D FOR III DEMO EXISTIN6 DOORS AS 1\\ DEMO EXISTING WALLS, DOOR I II NEW WINDOWS INSTALLATION. Z REQ.'D FOR NEW DOORS A5 REQ.D. REFER TO 1 I I REFER TO PROPOSED PLAN w INSTALLATION. REFER TO N PROPOSED PLAN FOR PROPOSED PLAN FOR SIZES. 1 2 SIZES. �� ——— ——— REMOVE EXISTIN6 1 1 FOR SIZES. 2 CHIMNEY STRUCTURE, I 1 U 1 RTRN 1 MASONRY, FLUE, AND I I 8'O" GLG. 8'O" GL6. \� 1 1 SUPPORT I I cc `ry HGHT. HGHT. 1 1 REMOVE EXISTIN6 HVAG COMPONENTS. SEAL I I RTRN. AND PATCH ANY I I OPENINGS IN THE I ROOF, GEILIN6,OR I 1 L___J 1 I WALLS RESULTING 1 Q 1 1 FROM CHIMNEY I 1 r DEMO EXISTING 1 REMOVAL. 1 1 wALL• PROJECT: DEMO EXISTIN \ \� I I I GEILIN6 STRURU CTURE TO REMAIN ALL EXI..T FLOOR AND WALLS d DOORS. 1 T G O \1 I I I ; B RA D FO R D 11 I 1 I I �(��-------------- ------------------ RENOVATION ----- � - I I I I I DEMO EXISTING WALLS, 36'-8" 13'-4" 1 i WINDOWS AND DOORS 3980 BAY SHORE RD, 1 _____ 1 GREENPORT, 11944 52'-O" 1 I_rr'>­ MO _-_--- DRAWING TITLE: EXISTING PROPOSED DEMOLITION PLANS STAIRS. FROFOSEE� ORANL SPACE DEMOLITION FLAN FROFOSED FIRST FLOOR I7EMOL I T I ON FLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PAGE: AOR - O J. 00 DATE: 02/25/25 5 OF 15 i .. EXISTING TO BE DEMOL NEW PARTIAL HEIGHTISHED WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW W WOOD FRAME (L.O. NEW FOUNDATION WALL G 5TL. WHEN APPLICABLE-) W -i NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL Q c CV WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALL5 < •C WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O� P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5T1.. 'C N >: O WHEN APPLICABLE) 0 C m Z 4 'm r- C O U N FOUNDATION PLAN NOTES O - co N 1 NEW MEGH. AREA: ELECTRIC HOT WATER HEATER Q �- O 3 O I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. SPEG.'s '75 6AL BRADFORD WHITE (OR APPROVED EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL I. VENT THROUGH WALL. UNITS AS PER NYS MG 306.1 2. F.A.I. THROUGH WALL. 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES 3. INSTALL PER MANU. SPEG.'5 R.EOUIRED PER NY5 MG 604. 4.IF APPLICABLE, DISCONNECT, REROUTE, # RECONNECT EQUIPMENT TO EXIST. PIPING AS REQ.'D. EXISTING SEPTIC SYSTEM HOUSE CONNECTION: TYPICAL MECHANICAL AREA NOTES: O I. EXIST. LOCATION OF SEPTIC SYSTEM HOUSE I. FOR WD. FR. FLOOR - PROVIDI= 1/2" GONG. BD. BY CONNECTION TO REMAIN "DUROGK" (OR EOUAL) TYPICAL LEDGER BOARD ® EXT. DECK: 2. FOR WD. FR. WALL5 - PROVIDE (1) LAYER OF 5/6" O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS loll q'-2" Q'-2" loll -0 TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) 2. SECURED H/(2) 5/6" 0 x 5" LONG H.D. 6AL. LA6 BOLT5 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU, SPEG.'s AND AS PER NYS, MEG4i, AND FUEL 6A5 GONE 3. INSTALL H.D. 6ALV. JOIST HANGER5 BY '51MPSON' (OR 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT EQUAL) • IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE FRESH AIR INTAKE FROM EXTERIOR TUCKED UNDERNEATH 51DIN6 BENT OVER TOP EDGE -- - - - - - _ - - - - - - - - --- - - 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL OF LEDGER BD. p I I I I I EMERGENCY SHUT OFF SWITCH 5. SEE DETAIL 6/A-401 ® © I ® I -1. FOR GA5 SERVICE,PROVIDE OAS SHUT OFF 5WITGH 11I 1 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER __- I t CLEARANCES AS PER GORE 9. PROVIDE 5" FLOOR DRAIN IF REQ'D BY EQUIPMENT d U CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING COPE cV IO.APPLIANGES JOINED THROUGH A COMMON NATURAL ■ DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ♦/� SECTIONS OF 2020 NYS RG 6:2421. �/ I I SMOKE DETECTOR / GO DETE`GTOR NOTES: ® I I O I I r=) 41_p��1. CONTRACTOR SHALL PROVIDE CODE COMPLIANTSMOKE /CARBON MONOXIDE COMBINATION DETECTORHARD WIRED TO EACH OTHER H/BATTERY BACKUP. 2.INTERCONNECTION BETW ^l EEN NE # EXI5TIN6 DEVICES SHALL NOT BE REWIREDWHERE EXISTING ALARMSARE NOT INTERCONNECTED, AS PER NY5 R314.4.3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, ANDPER GENERAL ELECTRICAL NOTES ON PAGE 6-002, t- w t"4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. I i +1 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS lu 4 OPENINGS TO BATHROOMS W SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. 5PEC.'s 5 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE - � I 'a I 3 1 I I 57. GRAWLI5PACE PROPOSED ELECTRIC WATER HEATER 5M/GO '5�" GLG HOHT. I L--J L--J L---J L--J L - L W I-I L- - I I-I A-501 A-501 O EXIST, PROPOSED I U iv 5LAB CRAWL SPACE � p 4 I PROJECT: i BRADFORD - - RENOVATION Ino. 3980 BAY SHORE RD, 2'-6y2° GREENPORT, 11944 I DRAWING TITLE: PROPOSED FOUNDATION PLAN EXI5TIN6 PUBLIC, WATER LINE I I PAGE: I A-102mOO I I DATE: 02/25/25 6 OF 15 FROFOSF-17 FOUNDATION PLAN SCALE: 1/4" = 1'-0" }w•,y efa t. 49 2 :4 r EXISTING TO BE DEMOLISHED PARTIAL HEIGHT„ WOOD FRAME (L.G. 5%. EXISTING TO REMAIN WHEN APPL I GABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) G J NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL M WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q CV � O P05T FOR 6" WALLS), U.O.N. `� p NEW 2-HR FIRE RATED O -� `- CO WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) r C CN p � C � z 4 c: O U N FLOOR PLAN NOTES O m (0 00 � DOOR NOTE: NEW PLUMBING FIXTURES: OI I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. Q � � � O ON PLANS BY 'JELD-WEN' (OR EQUAL). SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 56'-0" ON PLANS BY 'THERMATRU' (OR EQUAL.). NEW TILE FLOOR: 5.NOTE DOES NOT INDICATE EACH NEW DOOR O I. NEW TILE FINISH (H.O. TO SELECT) UPON 4 PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR WALLS, U.O.N. 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 5. INSTALL AS PER MANU 5PEC.'5 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 5GRE4; 6.PROVIDE (2) 2"xIO" HDR., U.O.N. SCREW PERIMETER OF 5HEATHING 6" O.G. 4 12" O.G. ® L 7. SEE PAGE G-003 FOR ALL OTHER FRAMING INTERIOR. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NATURAL L I GHT VENTILATION WINDOW NOTE: PROPANE FIREPLACE: PROPOSED (HABITABLE SPACE) O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. PROVIDE NEW PROPANE FIREPLACE BY "MAJESTIC" OR DECK CASEMENT, DOUBLE-HUNG,OR GLIDIN APPROVED EQUAL 250 5.F FLOOR AREA bb S.F. U GLIDING (AS NOTED). 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS INSTALL AS PER MANU. SPEC.'S. AND NY STATE GORE 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 3. REFER TO INSTALLATION MANUAL FOR ALL REQUIRED BATHROOM WALLS: S.F. REG. S.F. PROV. M SEE DESIONATION5 4 WINDOW SCHEDULE. VENTING TERMINAL CLEARANCES TILE ON WALLS BEHIND FIXTURES WAIN50OTING W 3. FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOW LIGHTING;MIN. b% S 4•REFER TO INSTALLATION MANUAL FOR MANTEL ON ALL OTHER BATHROOM WALLS. 1 OF FLOOR AREA 7.0 S.F. 2q.b S.F. AND DOORS" ON PAGE 6-002. INSTALLATION GUIDELINES - ■ �� 4.ALL CASEMENT WINI70W5 TO HAVE STRAIGHT ARM HINGE. 13 VENTILATION;MIN. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.5 S.F. 17.7 S.F. b.IN GENERAL, TEMP, 6L. SHALL BE PROVIDED: NEW FLOOR: NEW EXHAUST FAN SHALL BE INSTALLED .0 4% OF FLOOR AREA 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 10 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); WHERE VENTILATION IS NOT MET BY MEANS SWINGING, SLIDING, 4 BIFOLD DOORS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OF NATURAL CIRCULATION THROUGH WINDOWS U 6. WITHIN OF F.F. INTERIOR. OR DOORS TO OUTDOOR SPACES AS PER b.5.. WITHIN 24" OF A DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION NYS MECH. CODE SECTION 405.5.2.5; INSTALL 6.4. WITHIN STAIRWAYS 4 WITHIN SE)" OF A LANDING AS PER MANU. SPECS 6.5. WITHIN TUB/SHOWER ENCLOSURES NEW WALL FIN15H AT EXISTING SPACES: i m 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 II I. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY 1= ~f Q 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 2•PROVIDE (1) GOAT PRIMER ON WALLS AND CEILING ILL Wµ.I IL ►- WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 3.(2) FINISH GOATS ON GEILIN6 AND WALLS > } PROPOSED p z IL E- OO (2) 2"xIO" HEADER U.O.N. 4.H.O. TO SELECT PAINT COLORS BATHROOM b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NATURAL LIGHT VENTILATION 2 A 2 p 2 E 2 E 2 D 2 D NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 NEW LAUNDRY ROOM: (HABITABLE SPACE) q_3„ 54 20'-O" I LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" 12 I. NEW WASH /DRY HOOK UP 3'-4y2" 4'-by2" 5'-10" 5'-by2" 3'-5" 6'-O" 7'-5y2" 2'-q" 12'_gy2" 4-4° ABOVE 6RADE OR THE ADJACENT SUZFAGE AT THE 2i BUILDING EXTERIOR. 2.DRYER TO BE CONNECTED TO PROPANE FLOOR AREA 122 S.F. EGRESS NOTE: 3.COORDINATE LAUNDRY ROOM 4 DOOR DIM.'s w/SIZE OF EQUIP. S.F. REQ. S.F. PROV. 10'-4" -O" b &>�� DR 7'_6 PWDR Q IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.PROVIDE HOOK UPS AS REQ'D PER MANUFACTURERIr CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 5 ® I I - 5 EGRESS SHALL BE FOLLOWED: LIGHTING;MIN. b% RM DRYER EXHAUST NOTE: OF FLOOR AREA q.b S.F. 20.6 S.F. 7 REF. DIN m 7 ® 26 5.F NET CLEAR OPENING........... 5.7 S.F. I. DUCT SHALL TERMINATE TO EXTERIOR VENTILATION;MIN. NET CLEAR HEIGHT............... 24" MINIMUM 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY 4% OF FLOOR AREA 4A S.F. 11.5 S.F. II PROPOSE - I / \ I I 103 NET CLEAR WIDTH................. 20" MINIMUM OPENINGS _' BATHRO 3. DUCT 51ZE AS PER MANU. PROPOSED 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER BEDROOM r 35 S.F r, n1 O O SMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN p 122 5.F 0 � , N O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ' b'O" GL6. `9 5 6 T @ O d 12 15 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM O 112 p PROPOSED Cl 3 0` SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO HGHT. N I cs) 7 b DINING ROOM 10 PROPOSED 0 HARD WIRED TO EACH OTHER w/ BAT ERY BACKUP. EXCEED b FEET AND SHALL BE L15TED AND LABELED q 55 5.F - KITCHEN so 2.INTERCONNECTION BETWEEN NEW 4"EX'5TIN6 DEVICES IN ACCORDANCE WITH UL 2156A. . _� _ lab S.F _ _ PROP. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS I LAUNDRY 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RI61D n1 ARE NOT INTERCONNECTED, AS PER N'rS R314.4. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS -3'-7" 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 10 i I I ROOM PER GENERAL ELECTRICAL NOTES ON PACE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL cV III = _- 35 5.F 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. Z 10-O" 3-b 13-I I SCREWS o �y � 14 PROPANE 3Qx R HORIZONTAL SEPARATION FROM 5UPFLY/RETURN DUCTS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER P D. 1 SM/GO ®� I_7 107 6E GAFF 6 BURNER 4 OPENINGS TO BATHROOMS w/SHOKE_R OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE O 10 B 5. INSTALL ALL AS PER MANU. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° �t PROP. PROP. _ 2'-q° Ito 24xba IN COMPLIANCE WITH LOCAL GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES GL. _G� '� / lu 2 STAIR 8 RAILING NOTE: NOT INCLUDE THE TRANSITION DUCT. x 105 R P•v k-�O Q 13 • 3 O 6 5.F 7 5.F (N Q I C HALLWA -- 4 I. ALL NEW STAIRS SHALL HAVE MAX. t3-I/4 RI 4 MIN. 10 �p-1 ��, 5M/GO Tr - RISERS SHALL BE CLOSED I_I 3 1 55�.F _ �� I�x N�l 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 13 NEW ATTIC ACCESS - PULL DOWN LADDER: A-301 1 2 �� . PROP. A-301 NOT EXCEED THE SMALLEST BY MORE THAN ". I. MIN. 550 # CAPACITY 7'-7" II'-5" - 105 FIREPLACE 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6'-b". 2.PROVIDE UNIT BY 'FAKRO' MODEL#LWP-25-47 INSULATED II V _ 1 Q RTRN. TOYS R 22 VENTING 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: ATTIC LADDER;OR APPROVED EQUAL SM/CO N THROUGH 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 2.1. ROUGH OPENING 25" X 47" = b'O" GLG. CHIMNEY ►� 4.2. BELOW HANDRAIL, RAIL ON ON_ SIDE: 31.5" MIN. 2.2. GEILIN6 HE16HT 7'-II" _ HOHT. N 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27" MIN. 3. ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING PROPOSED - PROPOSED PROF. �i PROPOSED z 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 4.DBL. FRAMING WHEN NEW OPENING It � to BEDROOM - BEDROOM � LIVING ROOM Lu ONE SIDE RI EACH FLIGHT OF STAIRS CONTAINING FOUR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q u1 i � 6 103 5.F IO ' 96 5.F a 12 S.F 254 S.F OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR � Q Z = b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENTERING 8'O" GLG. 11 b'D" GL6. 10 q V WALKING SURFACES LOCATED MORE THAN 50" ABOVE DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 H&HT. HGHT. I146y UI ' FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 10 x z B 7. 36 H16H GUARDRAIL 4 SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). 4 - ALLOW PA55A6E OF A 4" 0 SPHERE;56" HIGH 6.INSTALL AS PER MANU. 5PEC.'s I n1 2N HANDRAIL. 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2. b. 6RIPPABLE RAIL AS PER GORE. " T q. RAILING TO BE WHITE IMPRESSION EXPRESS, TOP RAIL NATURAL LIGHT $ VENTILATION l0-4 2-0 36 iv SHAPE "DRINK RAIL" TO MATCH DEC< COLOR. 0 THERM05TAT: (HABITABLE SPACE) 14 I. PROVIDE THERMOSTAT FOR I ZONES: V-4y2" 4'-6y2" 6'-a" 4'-by2" q'-7" 3'-O" 6'- " 4'-?y2" 4''-2y2" 4'-?y" 2'-�2" O5 TYPICAL BATHROOM NOTE: - ZONE I: FIRST FLOOR FLOOR AREA 103 S.F. 25'-7" F 2 I 2 F Ib'-4" I. WALL BOARD 2. H.O. TO SELECT MODEL; INSTALL AS PER 2 A 2 2 A 2 A A 2 PROJECT: I.I. INSTALL MOISTURE RE515TANT 6,YP5UM BOARD IN ALL BATHROOMS MANUF. SPECS S.F. REQ. S.F. PROV. PROPOSED 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND DECK B RAD FO R D L16FfTIN6;MIN. b% 61 5.F TUB SURROUNDS ELECTRICAL PANEL: 5.2 S.F. 20.6 S.F. OF FLOOR AREA I-I _ _ _ I-I � � 2. SHOWER FLOORS 15 NEW 500 AMP ELECTRICAL PANEL LOCATION; NATURAL LIGHT $ VENTILATION A-501 A-501 RENOVATION 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ALL INSTALLATION AS PER NYS ELECTRICAL CODE. VENTILATION;MIN. -` 4 NATURAL LIGHT $ VENTILATION 2.2. CONCRETE MUD-SET (SLOPE I/b" PER FOOT 4% OF FLOOR AREA 4.1 S.F. 11.5 S.F. (HABITABLE SPACE) -H (HABITABLE 5PAGE) TOWARDS DRAIN) UPON 16 NEW GUTTER m 2.5. WATER PROOF MEMBRANE TO COVER SHOWER SEE SPECIFICATIONS AT ELEVATION NOTES FLOOR AREA qb S.F. FLOOR AREA q6 S.F. FLOOR, WRAP DRAIN 4 ATLEA57 Ib" UP WALLS I7 GUTTER HIGH POINT (TYP) S.F. REG. S.F. PROW S.F. REG. S.F. PROV. 3980 BAY SHORE RD, NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION IS NOT MET BY MEANS OF NATURAL LIGHTING;MIN. b% LICHTIN6;MIN. 6% GREENPORT 11944 CIRCULATION THROUGH WINDOW OF FLOOR AREA 7.7 S.F. 64.5 S.F. S OR DOORS TO NEW 4"x5" ALUM. DOWNSPOUT (TYP) MATCH OF FLOOR AREA 7.7 S.F. 20.6 S.F. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 18 SIDING VENTILATION;MIN. 405.5.2.5; INSTALL AS PER MANU. SPECS 5.5 S.F. 11.5 S.F. VENTILATION;MIN. Iq SOFFIT VENT 4% OF FLOOR AREA 3.6 S.F. 35.7 S.F. 4% OF FLOOR AREA DRAWING TITLE: SOUND BARRIER WITHIN INTERIOR WALLS;_ FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A I �I PROPOSED FIRST FLOOR PLAN SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE �O ROOF VENT F OP05E 7 F I R57 FLOOR FLAN `� NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE WITH ASTM E 10. AIR HANDLER: / SCALE: I/4" = I'-O" 21 I. PROVIDE (1) NEW AIR HANDLER BY "RHEEM" OR I�2GJ� S.F. B I TBL� Sfi� G ; I���(-�- S.F. 0 i�OsS FLOOR AREA HIGH EFFICIENCY LAMPS: APPROVED EQUAL NOT LE55 THAN 10% OF THE PERMANENTLY INSTALLED LIGHTING 2.INSTALL IN THE ATTIC FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2020 NY5 EGG R404.1 THROUGH WALLS OR GEILIN6 PAGE: 4.INSTALLER TO PROVIDE BLOGKIN6,PIPING, AND HOT WATER PIPING INSULATION: ELECTRICAL AS REQUIRED FOR MOUNTING AND INSTALLATION. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER A-103mOO INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE REQUIREMENTS OF A/G 4 HEATING SYSTEM (SEE FOLLOWING CONDITIONS PER 2020 NYS EGG 51405.4 4 R403.5: THERMOSTAT FOR ZONE DE516NATION). I. MECHANICAL SYSTEM PIPING CAPABLE 01= CARRYING FLUIDS >105°F OR <55°F (R403.4) BOILER 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 22 EXISTING BOILER DATE: 02/25/25 7 OF 15 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT I. EXIST. VENT THROUGH ROOF. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 2. EXIST. F.A.I. THROUGH ROOF. 5. PIPIN6 FROM WATER HEATER TO A M15TRIBUTION MANIFOLD 6. PIPIN6 LOCATED UNDER A FLOOR SLAB 7. BURIED PIPING b. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. F ct, ,e r I e • I. '*' OE I `FERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.&. STL. IL EXISTING TO REMAIN WHEN APPLICABLE) Q II I III I III I) I I NEW WOOD FRAME (L.C�. NEW FOUNDATION WALL III III III III III III III III III III 0 5TL. WHEN APPLICABLE) G III III III III III III III III III III III ! J NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL III III III III III III III III III III M Q _ WOOD FRAME (L.G. 5TI-. POST FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL III III III III III III III III III III 10� C POST FOR 6" WALLS), U.O.N. 22 21 III III III III III III III -�- - - O r- NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. III III III III III III III III ! N >: O WHEN APPLICABLE) AIR ! III III III III III III III III III (- - - .c z 4 �A DLER ! III III III III III III III III III III III A-I04 >, X v o N zz III III III III III III III II III III III o om FLOOR PLAN NOTES ° III III III III III I!I III III I''I III III I!I c N 0 `.O DOOR NOTE: NEW PLUMBING FIXTURES: N III OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT T ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 4 0 - - - - - - - - - - - - III III III III III III III III III III III Q O O _ O - ! - - - - - - - - - - l - - - - -ON PLANS BY JELD-WEN (OR 3_QUAL). SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6 002. m �- ! III ,� - -� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT N 4'5" GL6. v z O III ON PLANS BY THERMATRU (OR EQUAL). NEW TILE FLOOR: H6HT. d ! III III III III III III III III 3.NOTE DOES NOT INDICATE EACH NEW DOOR O I. NEW TILE FINISH (H.O. TO SELECT) UPON ZkD q III III III III III III III III III III III PROPOSED;SEE DESIGNATION5 4 DOOR SCHEDULE. z 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 0_� PROPOSED L - - � 4.PLACE DOORS 4 MIN. FROM F'ERPENDIGULAR L_ llL - WALLS, U.O.N. 3.NEW " DUROGK GEMENT$OARD (OR EQUAL) UPON 0 tu 0 ATTIC III III III III III III III III III III III 5. INSTALL AS PER MANU SPEG.'s 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); N U 35 5.P 6.PROVIDE (2) 2"AO" HDR., U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® III III III III III III III III III III III 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING INTERIOR. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. III III III III III III III III III III PROPANE FIREPLACE: WINDOW NOTE: _ O O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I. PROVIDE NEW PROPANE FIREPLACE BY "MAJESTIC" OR III ! III III ! III III `�", CASEMENT, DOUBLE-HUNG, ORc3LID APPROVED EQUALING (AS NOTED). 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS III III III III III III III III III III III INSTALL AS PER MANU. SPEC.:. AND NY STATE GORE III III III III III III III III III III III M 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED � 1..�..1 SEE DE516NATION5 4 WINDOW SCHEDULE. VENTING TERMINAL CLEARANCES 4•� 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "6LASS WINDOWS III III III III III III III III III �� 4 AND DOORS" ON PACE 6-002. INSTALLATION GUOE MANUAL FOR MANTEL DELI III III III III III III ) III III 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. • 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH NEW FLOOR: b. III III III III III III III III III III III b.6.GENERAL, TEMP. CL. SHALL iO PROVIDED: 10 I NEW J" PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW); I l. FOR ALL SKYLIGHT'S 4 OPERABLE PANELS OF U 5WIN61N6, SLIDING, 4 5 FOLD DOORS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 6.2. WITHIN 15" OF F.F. INTERIOR. 6.5. WITHIN 24" OF A DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING 25'-O" 30'-O" 6.5. WITHIN TUB/SHOWER ENC:L05URE5 NEW WALL FINISH AT EXISTING SPACES: 56'-01, 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 II I. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY n' 1. SEE PAGE 67-003 FOR FRAMING ELEMENTS AROUND 2.PROVIDE (1) GOAT PRIMER ON WALLS AND CEILING I W WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 3. (2) FINISH GOATS ON GEILIN6 AND WALLS (2) 2"xl0" HEADER U.O.N. 4.H.O. TO SELECT PAINT COLORS 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" NEW LAUNDRY ROOM: ABOVE GRADE OR THE ADJACENT SURFACE AT THE 12 I. NEW WASH /DRY HOOK UP BUILDING EXTERIOR. 2.DRYER TO BE CONNECTED TO PROPANE EGRESS NOTE: 3.COORDINATE LAUNDRY ROOM 4 DOOR DIM.'s w/SIZE IN COMPLIANCE WITH NEW YORK STATE BUILDING EQUIP. FROFCSED ATTIC PLAN CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4.PR PROVIDE HOOK UPS AS REQ D PER MANUFACTURER EORE5S SHALL BE FOLLOWED: DRYER EXHAUST NOTE: 5GALE: 1/4" 1'-0" NET CLEAR OPENINO........... 5.1 S.F. I. DUCT SHALL TERMINATE TO EXTERIOR NET CLEAR HE16HT............... 24 MINIMUM 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY NET CLEAR WIDTH................. 20 MINIMUM OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER SMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM M SMOKE / CARBON MONOXIDE COMBINATION DETECTOR N/BATTERY BACKUP. SHALL BE LIMITED SHALL LE LENGTHS, NOT TO HARD WIRED TO EACH OTHER 1 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES IN ACCORDANCE WITH UL 2158A. IL O E SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 6.EXHAUST DUCTS SHALL BE MIN d5 I6 LIL L ARE NOT INTERCONNECTED, AS PER NYS R314.4. 5.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND METAL w/ SMOOTH INTERIOR SURFACES THK RIGID ES WITH JOINTS Iq pit PER GENERAL ELECTRICAL NOTES ON PACE 6-002. RUNNING IN THE DIRECTION AIR FLOW. EXHAUST 4.SMOKE / CO DETECTORS TO MAINTAIN V MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL m HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SCREWS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE � __ ___________ 5.INSTALL ALL AS PER MANU. 5F'EC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 25 � I �-- I 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _ STAIR 8 RAILING NOTE: NOT INCLUDE THE TRANSITION DUCT. - 4 O I. ALL NEW STAIRS SHALL HAVE: MAX. 5-1/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL IB NEW ATTIC ACCESS - PULL DOWN LADDER: NOT EXCEED THE SMALLEST 13Y MORE THAN I. MIN. 550 # CAPACITY 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-b". 2.PROVIDE UNIT BY 'FAKRO' MODEL#LWF-25-4'7 INSULATED I 4. STAIRS SHALL HAVE THE FOL -- _- LOWIN6 CLEAR WIDTHS: ATTIC LADDER;OR APPROVED EQUAL 4.1. BETWEEN CLEAR HEI6H' f 4 HANDRAILS: 56"MIN. 2.1. ROUGH OPENING 25" X 4T" 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 3I.5" '`11N. 2.2. GEILIN6 HEIGHT-1'-II" I L j - f 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2T" MIN. 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING w 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 4.DBL. FRAMING WHEN NEW OPENING -_ w ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININC FOUR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q OR MORE RISERS, AND WHERE° SHOWN ON PLANS. INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR I I - - O 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED RETAINER TO PREVENT INSULATION FROM ENT'ERIN6 U =-- MORE THAN F NSHIED FLOOR OR GRADE[4 WERE SHOW7°ON PANS. DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE 1. 36" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). I - ALLOW PASSAGE OF A 4" 4) 'SPHERE;56" HIGH 6.INSTALL AS PER MANU. SPEG.'s HANDRAIL. '1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. 6RIPPABLE RAIL AS PER CODE. -- - -_ q. RAILING TO BE WHITE IMPRESSION EXPRESS, TOP RAIL -------- SHAPE "DRINK RAIL" TO MATCH DECK COLOR. THERMOSTAT: I _ `- 14 I. PROVIDE THERMOSTAT FOR I ZONES: O TYPICAL BATHROOM NOTE: - ZONE I: FIRST FLOOR L PROJECT: 5 I. WALL BOARD _- -• - _ -- 2. H.O. TO SELECT MODEL; INSTALL AS PER R� I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN T - BATHROOMS MANUF. SPECS ALL 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I - I B RAD FO R D TUB SURROUNDS ELECTRICAL PANEL: 2. SHOWER FLOORS 15 NEW 500 AMP ELECTRICAL PANEL LOCATION; - -- - 2.I. NEW TILE FINISH (H.O. TO SELECT) UPON ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. u I �---_ _ __ - ---- I RENOVATION 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT TOWARDS DRAIN) UPON NEW &UTTER 2.5. WATER PROOF MEMBRANE TO COVER SHOWER I6 SEE SPECIFICATIONS AT ELEVATION NOTES FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS H 17 GUTTER HIGH POINT (TYP) I ___ _ 3980 BAY SHORE RD, NEW EXHAUST FAN SHALL BE INSTALLED WHERE I - __ -- -O6 VENTILATION IS NOT MET BY MEANS OF NATURAL ---�--� _ -- Q,o, �,,. GREENPORT, 11944 CIRCULATION THROUGH WINDOWS OR DOORS TO I8 NEW 4"x3" ALUM. DOWNSPOUT (TYP) MATCH OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 51DIN0 - 403.3.2.3; INSTALL AS PER MANU. 5FE05 - - - - - - - - - - - - Iq VENT - - _ - - - -- -- DRAWING TITLE: SOFFIT FILL INTERIORSOUND IER WALLSI W}IN IT'H INSULATION IOR HALLS: IDEA PROPOSED ATTIC PLAN SOUND TRANSMISSION CLA55 (5TC) FOR AIR-BORNE @p ROOF VENT m m - =-r°12- -1°I2 -��-` - ElPROPOSED ROOF PLAN NOISE OF NOT LE55 50 A5 MEASURED IN ACCORDANCE -_ -- - ------ 16 WITH ASTM E q0. AIR HANDLER: --$ �- 21 I. PROVIDE (1) NEW AIR HANDLER BY "RHEEM" OR © ___ _ ____ _: ��a=n,. ----- HIGH EFFICIENCY LAMPS: APPROVED EQUAL - E3 I-o O.H. NOT LE55 THAN c1O% OF THE PERMANENTLY INSTALLED LIGHTING 2.INSTALL IN THE ATTIC (TYP) FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2020 NYS EGG R404.1 THROUGH WALLS OR GEILIN6 PAGE: 4.INSTALLER TO PROVIDE BLOGKINC, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND HOT WATER PIPING INSULATION: INSTALLATION. IZI. O�O� ROOF FLAN A4.04m00 MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER D INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE REQUIREMENTS OF A✓C 4 HEATING SYSTEM (SEE FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: THERMOSTAT FOR ZONE DE516NATION). SCALE: I/4" I'-O" I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (Iiii ) B01 ER 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 22 EXISTING BOILER DATE: 02/25/25 8 OF 15 3. PIPING SERVING MORE THAN (1) DHELLINO UNIT I. EXIST. VENT THROUGH ROOF. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 2. EXIST. F.A.I. THROUGH ROOF. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB T. BURIED PIPING 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND REGIRGULATION SYSTEMS. " PLYWOOD SHEETROGK GJ'S 515TERED 2 xb Zq .L I" PINE;FINISH TD !I' MATCH FLOOR STAN BEAD BOARD �`• „ PANELING " REVEL 'S^ O REA7 ROOM OE I L I NO 17ETA I LS `f -104.00 50ALE: 1-1/2" = 1'-o" ALL NEW WINDOWS SHALL BE ANDERSON 400; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING $ STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER SPECIFICATIONS CHART Q CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS 0 WINDOW CHART CONNECTION CAPACITY J m EGRESS CLEAR LIGHT VENT _z z_wm > 3 z LOCATION MODEL Q C Lo ROUGH OPENING WINDOW DIMENSION OPENING Ln PROV. PROV. ~ 0 w Q _1 BTUS GALLONS O TAG COUNT TYPE MODEL # TEMP. Ul N 0 r- WIDTH REOD. 20 PER UNIT PER UNIT 0 z w 0 O HEIGHT REO'D: 24" X X �- ,1 z (S.F.) (S.FJ w 0 w N O WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.'1 S.F. �- w z �- i 'O T- -IF A 10 ] DOUBLE-HUNG TW3046 3'-2 �" 4'-8 9" 3'-I 4'-8 i" IF 5.1F 1� 10.51 5.'13 MECHANICAL EQUIPMENT O C � Z 4 IT- B 2 DOUBLE-HUNG ETW3446 3-6 4-8 3-5 4-8 6.4 11.64 6.41 BOILER p N X N C������� ! ATTIC C O U � CO G I DOUBLE-HUNG TW2032 0 2'-2 i" 1 3'-4 2'-I 3'-4 4.21 2.48 PROP. HOT h h O m LO WATER N N CRAWL SPACE 0 0 (Q D 2 DOUBLE-HUNG TW2452 2'-6 �" V-4 2'-5 V-4 F-FN 5.Oq 2.54 HEATER Q EXIST. HOT h E F2 AWNING A21 2'-O 2'-0 J" 2'-0 J" 2'-0 A" N 2.6 O.q WATER N CRAWL SPACE HEATER HANDLER F 2 SIDELIGHT IFWSLI'168 I'-7 " I'-6 6'--i 4.58 TRANSOM DLER 17�4 ATTIC RHEEM G I ] GIDING FWS6080R b'-O" 8'-O" 5'-II '1'-II 2�i.80 I1.61 HANDLER LNCH AIR HALL. CLOSET CON EN50R ®������� OUTSIDE APPLIANCES �J FIREPLACE U • IVIN INSERT � � LG ROOM MAJESTIC M� RA 6 BURNER GE NGE KITCHEN � W DOOR MATERIAL CAFE -� TAG DES FIRE RATINS LAUNDRY TBD DESCRIPTION MANUFACTURER NOTES 0 -a 45 MIN. RATED CaWIDTH HEIGHT ( SELF-CLOSING FIRST FLOOR -IF 101 5(EXTERIOR) THERMATRU 3'-O" 6'-8" • ORILLES o. W 102 1 PANEL 5LIDER5 JELD-WEN 3'-O" b'-8" • 103 POCKET JELD-WEN 2'-4" 6-8" • �� 104 2 PANEL SLIDERS JELD-WEN 6'-O" b'-8" • �� (EXTERIOR) 105 SINGLE SWING JELD-WEN I'-6" b'-8" • �� (GLO°SET) IF 106 SINGLE SWING JELD-WEN 2'-6" 6'-8" 101 SINGLE SWING JELD-WEN 7E 2'-4" 6'-8" 105 SINGLE SWING JELD-WEN 2'-6" 6'-8" I • ���� IOq POCKET (CLOSET) JELD-WEN 2'-4" 110 SINGLE SWING JELD-WEN �F 2'-6" -IF III BI-FOLD ('CLOSET) JELD-WEN 2'-0" 6'-8" 112 51NGLE SWING JELD-WEN 2'-4" 6'-8" 115 POCKET (CLOSET) JELD-WEN 2'-4" 114 2 PANEL SLIDERS JELD-WEN 4'-0" 6'-8" • �� (GL05ET) 114 7F ATTIC, HATCH z w n E O U I- Q PROJECT: BRADFORD RENOVATION 3980 BAY SHORE RD, GREENPORT, 11944 DRAWING TITLE: PROPOSED WINDOWS & DOORS PROPOSED MECH. CHART PROPOSED FINISHES CHART PAGE: A—.01 0 5 a 0 0 DATE: 02/25/25 9 OF 15 T,_A r r ,r 4 ELEVATION NOTE-5 (D TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS IA < 2. H.O. To VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION w w IA BROWN ASPHALT SHINGLE ROOFING CY) < Lo PROVIDE CONCEALED FLASHING AT ALL ROOF U__L 0) INTERFACES.O 4 0 TYPICAL 51DINO: 1. SEE NOTE AT 5UILtPINO SECTION FOR MINIMUM C) CONSTRUCTION STANDARDS 0 c: Lo z 4 2. H.O. TO VERIFYFINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION >1 2 0 0 0 M CERTAINTEED CEDAR IMPRESSION NATURAL BLEND T_ _F_ . Lo 0 SIDING LL11 u c • IIL 2i o TYPICAL 5/4" x 4" AZEK SIDING TRIM (OR EQ.):O iL CE) < LL i t L i i t I. PROVIDE AT ALL FASCIA _LL 2. PROVIDE AT ALL NINr;�ONS,VOOR5 5. PROVIDE AT ALL CORNER ECARDS t SOFFITS II L L L LI - 0 /// NEW 4" SEAMLESS GUTTERS; MATCH SIDING (T'rF) dL Ll i I E-LE - L F.F.lIEI= NEW HOOD STOOP 4 STAIR pill I I I 1 11 11 1 1 11 11 11 11 11 1 11 11 11 11 11 1 1 �j 11 � j 11 11 1 11 1 1 11 11 11 11 11 11 11 11 11 1 -0 NEW SOFFIT VENT: 01 SEE NOTE a PLAN 4-1 NEW ROOF DRYER VENT: SEE NOTE a PLAN O NEW STONE CHIMNEY EAST ELEVATION (FRONT) Io EX. HOSE 515 SCALE: 1/4" = I'-allII c: PROVIDE FERMACA5T COLUMNS AS PER PLANS; FINISH TO BE WHITE (n (D 0 - ------------- LLLLL U LiLLL-L I� u u ]I]Li u u 11 U L I iLLL]Ld LL la �111 1 11 1111 h 11 GE) LILL c. H iLLLiLu v rl> L IN. MIN. L 1111 11 hill III i Hill III Hill z Lu 10. MIN. 6 0 0 NEST ELEVAT110N (REAR) SCALE: 114" = P-01' Lu PROJECT: BRADFORD RENOVATION 3980 BAY SHORE RD, GREENPORT, 11944 &\ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS IA iLiLL PAGE: ® m ®® DATE: 02/25/25 10 OF 15 ILI -TEEM 11 1 1 11 1 11 11 Hill III Ill III ­7 t NORTH ELEVATION (RIOHT SC)E) SOUTH ELEVATION (LEFT 5C)E) SCALE: 1/4" = P-o" SCALE: 1/4" = P-0" BU I LD I NO 5EGTI ON NOTES ROOF I N6 NOTE (TYP.): O EXISTING ROOF 5TRUCTURE TO REMAIN AND MEET THE MINIMUM 5TANDARD5 BELOW Q I. INSTALL NEW CEDAR SHAKE ROOFING. w 2.ICE AND WATER SHIELD FROM FASCIA UP TO 24"FROM INSIDE FACE OF STUD WALL .AND AT VALLEYS W 5.(1) LAYER OF 15# BUILDING Fi°LT UNDERLAYMENT (OR W EQUAL) FOR PITCHES OVER 4:12,AND (2) LAYERS FOR J PITCHES FROM 2:12 TO 4:12, OVER M 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Q C Lo 5. GAP 5HINOLE OVER RIDGE 8 HIPS (AS REOV) 6.PROVIDE RIDGE VENT (AS m=-o'D) f O 'T. FLASH ALL VALLEYS (O S.INSTALL DRIP EDGE AS REOV N }; O q. INSTALL ALL AS PER MANU. 5PEC.'s � �- z4 O TYPICAL ROOF d CEILING CONSTRUCTION: NEW ROOFING AS NOTED EX15T. RIDGE HEIGHT I O O m .:3 O 1/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD ELEV. +1(o.2' 6 L O ' • Lo SEAMS) (V R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER Q O O 8' INSTALL "X" BRIDGING ® (:ENTER OF SPAN, U.O.N) R-4q BATT INSULATION (EXISTING INSULATION IN GEILIN6 JOISTS TO BE REMOVED) PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES PR POS D X. ATTIC AIR ATT O NEW EXTERIOR WALL GONS'I'RUGTION (TYPJ: I I HAN L R HOUSE MEMBRANE (SEE 5101NO NOTE FOR 5PEG.'S) UPON r W 1/2" COX PLYWD. 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD EXIST. PROPOSED PH W SEAMS) UPON BEDROOM 2 HALLWAY �•. 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE MIN. R-21 BATT INSULATION 10 5/5" GYPSUM BD. WALL FINISH EXISTING 2X4 EXTERIOR WALLS (WHERE APPLICABLE): ♦ , ■ MIN. R-15 CAVITY BATT INSULATION 3 v R-5 CONTINUOUS RI60 INSULATION KITCHEN m NEW SIDING NOTE (TYPJ: Ir 0 oa 4� I. INSTALL NEW 51DINO AS PER ELEVATIONS UPON ■ w O 2."TYVEK" HOUSE WRAP (VENTE'D) (OR EQUAL) UPON EXIST. FIRST FINISHED FLOOR .� 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY ELEV. +2 ET�E-:�.A. .5' Ell 4.INSTALL ALL A5 PER MANU. SPEC.'s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER U INSTALLATION 6.51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL O TYPICAL FLOOR CONSTRUCTION_ BASELINE (AVERAGE GRADE) EXI5TIN6 FLOOR STRUCTURE TG1 REMAIN AND MEET THE MINIMUM 5TANDARD5 BELOW m W I. FINISH FLOORING TO SELECT `t V/ 2. 5/4" TtCi GDX PLYWD. 5UBFL.00R GLUED # SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER & INSTALL BASEMENT FINISHED FLOOR 'X' BRACE ® MIDSPAN ELEV. -5.5' —-—-—- - 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 50ALE: 1/4" = P-O" z w O U I w 0 -- -- - - - ---- - 2 PROJECT: - AIR = HAND ,, ` `` BRADFORD PROPOSED RENOVATIONLl� LIT BATHROOM 0 0 0 3980 BAY SHORE, RD, 11L 0 loo - 3 GREENPORT 11944 r O Ex. 5 AUND ~O DRAWING TITLE: 0 HALLWAY BUILDING SECTIONS 0 PAGE: —3® ■ ®® DATE: 02/25/25 12 OF 15 SECTION 2-2/A-50I SCALE: 1/4" = I'-O" �'{' EXTERIOR 5HEATHIN6 AS PER SECTION NOTES ICL SIDING MATERIAL AS Q PER SECTION NOTES BUILDING PAPER 4 HOUSE WRAP W TO FULLY OVERLAP FLASHING W ° EXIST. STUD WALL J ° / /I O N "Z" FLASHING 5/4"xb" P.T. DECKING Q C Lo ° N.O.N. ON PLAN/ O CAP FOR 5ECTION/DETAIL5) O DRAINAGE O (p - -- - - - o � � ZO _ L 4 X � - � N C O U O m CO O +� „ METAL DTT DECK TENSION 4- O 4--+ L(� JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMP5ON' (ER C N 0 515" 0 x 5" LONG HEAVY DUTY GAL. FLASHING O +f LAG BOLTS L 16" O.G. INTO MUD SILL O RIM BD.;WHEN L FOUND. WALL FASTEN COUNTER EQUAL) Q w/(2) 5/5"(P x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS L 16" O.G. AS PER PLAN EXIST. FOUNDATION WALL n' ° ° o C LEDOFER OONNEOT 1 ON DE-TA I L s- A-401.0E SCALE: 1" = 1'-0" I. CREATE WINDOW OPENING 2. APPLY WATER-RE5I5TIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER U • OUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS n' AND SIDES OF WINDOW OPENING W M ■ U � NATER-RESISTIVE BARRIER lol l NDON FLASH I NO (EX7ER I OR DOORS FROM N I NDON MANUFACTURER) A-401.0E ♦^ SCALE: NTS v, 0 5/4"xb" P.T. 2 DECK BOARDS P.T. DECK JEI5T5 AS NOTED ON PLANS IL 0 -Z T SECTIOFN NOTES) 5/4" x REO'D O 0 PROVIDE STRAPPING 8 NAILING HEIGHT P.T. RISER ° ° v ~ Q AS PER CONNECTION 'I-' IN V Ul lb MIN. 4 BETWEEN ED6E5 OF PROVIDE 3 (MIN.) GONG. COVER TYP. ROOF CONSTRUCTION th 1-1/2" SQUARE BALUSTER OF ALL REBAR WITHIN P. GONG. "TYPICAL NAILING/STRAPPING 5/4"x6" P.T. — — — — — — — — — —— — �0 0. W REQUIREMENTS FOR UPLIFT, (SEE SECTION NOTES) DECK BOARDS 2"x BLOCKING L EA. m (STYLE TO SELECT) FOUND. WALLS 8 P. GONG. FTC S. SHEAR, PAGE LATERAL RESISTANCE SIMPSON' H2.5A R STRINGER TO MATCH SIZE �L lu � RAFTER TIE R• OF P.T. DECK JOISTS SIMPSON H2.5A RAFTER O Q W UPON SILL SEAL UPON COPPER TIE (OR EQUAL) m p m 4" P. GONG. SLAB TERMITE SHIELD FASTEN 5TRINOER TO 5/4"x6" P.T. DECK 6"xb"-IOxIO W.W.M. BETWEEN NEW 5/8"(P HOOKED ANCHOR BLOGKINC (MIN. 6 BOARDS CENTER 4 UPPER � OF SLAB BOLTS 1-1/5" SQUARE WASHER $ FASTENERS) SECURED IN PLACE DURING POUR ENDNUT;IPACIN6 AS INDICATED �J b MIL POLY ON 6-003 2"xl2" P.T. STRINGERS L Ib" I I MOISTURE RETARDER NEW "SIMPSON" ASPHALTIC DAMP FASCIA BOARD LU526 GALVANIZED 4" THK. x 5" WIDE x WIDTH O.G. (MIN. 3 STRINGERS L PROOFING TO EXTERIOR JOIST HANGER OF STAIR P. GONG. PAD (2) I/2"0 HOT DIPPED 6ALV. ii EA. STAIRWAY) BOLTS L EA. POST w/OVERSIZED t-z P.T. D.J. AS _ Z = WASHERS k END NUT PREBORED ° Il n BEAM AS PER PLAN PER PLAN cV- INTO BEAM, POST, DECK TIE ` ` e � .p II GRADE -> NOTE: RIM BOARD A55EMBELY � '1 y-X� �- °° II. I 2"x6" P.T. BLOCK IN BETWEEN i i II EA P. G5TRIONG PAD wR. / �i/64ENED T� j ALL DECKING SHALL BE FASTENED P.T. BEAM A5 NOTED —4" GRAVEL BASE 1 PERMAGAST COLUMNS AS PER PLAN IIa - — SIMPSON" PG64 w/ SIMPSON PG64 (FOR 5 PLY BM) 5-1/2" CONCRETE SCREWS BY �'- w/COATED DEGKIN6 SCREWS BY - z #4 HOOKED VERT. REBAR L 45 O.G.__. _— If _ _ (FOR 5 PLY BM) OR "SIMPSON" BG52-2/4 (FOR :2 PLY "DECK MATE" (OR EQUAL) (V� -= SOLID BLOCK L 12" O.G. ( I I I I ,I � BM) POST GAPS "CALIBURN" (OR EQUAL) — MIN. I I I I I I SIMPSON' B052-2/4 (5) 50REW5 PER BLOCK 10" MIN. (2) SIMPSON DJTI4Z (I) 1/2"0 H.D. 6ALV. THRU ( —#4 HORN CONT. REBAR L TOP d II _ II (FOR 2 PLY BM) DECK JOIST TIE L BOLT w/ OVERSIZED WASHER BOTTOM OF WALL (2 TOTAL) GRADE GRADE EA. POST 4 END NUT PREBORED INTO P05T 4 DECK JOIST TIE I I I I P. GONG. FOUND. WALL "SIMPSON" ABA44 — L COLUMN BASE - ( (MIN. 4,00E P51) a II e° _m —'f P. GONG. CONT. FT6._ N 4"x4" P.T. PEST I _ Z GRADE (MIN. 4,00E PSU II I I I I I I I -- .— °Il. a _— — 2 2 EXTERIOR HOOD STAIR DETAIL p II — (3) #5 HORN CONT. REBAR ° a . — _ 0 I I p 12"� 'SONOTUBE' FILLED II o II. a ° � , .o c.> A-401.00 SOLID w/ P. GONG. ou SCALE: 5/4" = I'—O" (MIN. 4p00 P51) p Z I PROV. GLEAN _ =J . COMPACT FILL °� °"m a■ I — 0 PROJECT: "SIMPSON" �- EXTERIOR MOOD DECK DETAIL POST BASE PER POST SIZE B RAD FO R D 8" THICK REINFORCED CONCRETE A-4OI.00 FOOT I NO DF-TA I L COVER; IF PLACED UNDER DRIVEWAY 24 DIAMETER INLET SCALE: 3/4" = I'—O" _ RENOVATION COVER TO BE TRAFFIC BEARING SLAB GRATE 4 FRAME; IF A-401.00 P.T. DEGKIN6 GRA55 SHOULDER AREA OR PLACED UNDER DRIVEWAY SCALE: 3/4" = I'—O" GRATE TO BE CAST IRON DEFINED SURFACE COVER P.T. D.J. AS PER PLAN 3980 BAY SHORE R D, GREEN PORT, 11944° ° ° ° ° °° ° ° ° ° ° DRAWING TITLE: N� 1111=11 ° ° ° ° ° °° ° ° ° ° -III-- ° COVERED FOROH DETAIL _ A-401.0E DESIGN DETAILS I=III- .=�`,•', ° ° ° ° El °° ° El ° SCALE: 3/4" = I'—O" �I1II111-1 PRECAST GONG. LEAGHIN6 RING. SEE WATER CALCULATIONS ON SITE PLAN FOR REQ'D 2'-O" DIAMETER A5 21-0" EFFECTIVE DEPTH PAGE: MIN. PER SITE PLAN MIN. GLEAN SAND b GRAVEL FILL A-401m00 r DR)`-HELL DETAIL DATE: 02/25/25 110E 15 A-401.0E SCALE: I/4" = 1'-0" y �d t h 0E NE Al— I �vI50L < I _ EXISTING TO BE DEMOLISHED NEH - TIAL HEIOHT WOOD FRRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) �-•-----� Q NEW FOUNDATION WALL w NEW WOOD FRAME (L.O. F =� STL. WHEN APPLICABLE) G W J � NEW I-HR FIRE RATED El P05T (2) 2"x4" STRUCTURAL Q M N WOOD FRAME (L.G. STL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � � C O P05T FOR b" WALLS), U.O.N. _ O WOOD FRAME(RATED.G STL. N >: O WHEN APPLICABLE) O C Lo Z '4 C O L) CO O c N 0 c Q W - - - - - - - - - - - - - - - - - - - - - -- - — — — — — — —F_,— — — — — — — � (2) 2xl2" P.T. DRP. GIRDER I I I I 4-j .— II I(2) 2x12" P.T. DRP. GIRDER I 0 +--- Q L---J L---� (D ♦, m V c: I�I (5) 2x12" P.T. DRP. 61RDER I 1 I (3) 2x12" P.T. DRP. GIRDER I g 1 - - j�1 Q d) a I Q r — — — — — — — — — — — — — (2) 1.5" x 9.5" LVL HDR I PR I� D BL IIII O `--1 I LA_ I JO I DE OU E 15 • rl>pq i LO T F /AB BE A LE LC 0 I — — — • 1 _ o �" I / IJ I I J 0o �w I I. � o � � nm � m o 0 xo I I w /• I11 �' I ' ' ivy w � o lu _ - - �x N>wlu u9i - - - - - - ui I I.75_x IS DROP LVL HDR- - - —L (4) P05T _ _ � — — 6 L = — — — — (2) a.5 LVL FLUSH 61RDr ER - SM/GO (4) POST TO HDR. I r" — —L1� — _-J L-_J L J I 1° TO HDR. I, �24"X24"xl8" P. I I J I GONG. FTC. W L /SIMP. I LJ H61-B BEAM SEAT . -� _ i v w Oj -i I iv mIL IL x ® I I Li wN w I x I ;fl x o I I I I I w � • I W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. JI - - - - - - -- - - - � PROJECT: PROV. 2x& BLOGKIN6 N PLY I 0 Q (2) 2xIO" P.T. DRP. GIRDER 8�� O.G. x B RA D FO R D F I ry� x N i RENOVATION _ o a - l_ 1L 3980 BAY SHORE RD, GREENPORT, 11944 I DRAWING TITLE: PROPOSED STRUCTURAL PLAN I I PAGE: I - _0 1.. 00 I I DATE: 02/25/25 13 OF 15 I FROFOSE17 FOUN117)AT1 ON STRUCTURAL PLAN i RCFOSED FIRST FLOOR STRUGTURAL PLAN 50ALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" OENERAL 5�'1�50L <EE ' : _ EXISTING TO BE DEMOLISHED ; WOOD FRAME (L O. STL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. P05T FOR 4" WALLS Q � LN WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C 0-) POST FOR 6" WALLS), U.O.N. O NEN :2-HR FIRE WOOD FRAME(.OD 5TL. C j p WHEN APPLICABLE) O C Lo z ' 4 c: � o � c _ C O O �. Q W C, c: Q ID a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = ==_ III ICI III III III I I I III III III III III I -_ ---- = _��-= III III III III III III IITqq ELOW 515 A�7ER GEILIN JOISTS III III III I 1 - �1— III 32®o.G. III III III III III III III III II III III III :-�=�-�= III I!I III III III III III III III III III I � O �-=� :-I= �_ III ICI III III III III III III III III III I �—�- - I!I III I'I III III III III III III III III III III �o�==-=1�� Z W AIR III III III III II! III III III III III III I ==_a ®__]__ HANDLER O III I'I III III III III III III III III III I -= - _=1- "_- U �I III III III III III III III III III III III �I I ry ____ =_1=1�-= III III III III III III III III III III III III I koLu III III III III Ili III III III III III III III III � _� - - - - - -- - - - - -� -� ; -�, - - - �- � - -I+I- - -I-H - III - -III - - III- - III-- - I-I� - -HI- - -I-I+ - -HI - III - II - - _l� o III III III III III III I'I III - III III III III I -II - �, U III III III Ili III III III III III III III �_-= _ PROJECT: _ � � III III III III III I I III III III III III I �---- := III III III III III III III III III III �I I — i=1 I BRADFORD �® I III III III III III II III III III III III III - , ��- - I RENOVATION N III III III III III III III III III III III u I -__ - ----_-- ��- �s Lu II III III III III III III III III IL II ( j e__ -- - == II. III III III III III III III III III II' = `�� 3980 BAY SHORE RD, GREENPORT, 11944 III III III III III III III III III III III _ I �_�o- - � == -_--�� _ DRAWING TITLE: - - - - - - - - - - - - - - - - - - --- — - - - - - - - - - - - - - - - - - - - - - - � _11= - - - - _ - - _- - - - - - - - - - - - - - -__-_ __-_ _-_-=- - STRUCTURAL PLAN _ _-- - - - - - PROPOSED STRUCT _ --•PROP.-2 x8'.'�R.R. ..____ ='i:12- 'f:12— — m m El IS PAGE: FROPOSED ATTIC STRUOTURAL PLAN FR0f=0SF-17 ROOF STRUOTURAL PLAN S-3102000 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DATE: 02/25/25 14 OF 15 Q w w J � M N C 0) O N , O z 4 0 co o o m , � NOTE � N �Q ALL PLUMBING WORK Q O O SHALL CONFORM TO 0/ LOCAL PLUMBING CODE lQu z lit N 4z In9- n, W FULL BATH FULL BATH HALF BATH LAUNDRY KITCHEN EGENDSUPPLY L HOT k4ATER w I p� p� i p� .._.._..-{ COLD WATER SUPPLY IL I I I � I PROVIDE "ABE500 FF200 FIR u U I V I '� j I v 1 3 I :: EXPANDING FOAM" (OR EQUAL) x I V 3 ! W.G. - K I U x1 :1 I I V W•G• I I v �I p - AT ALL PENETRATIONS IN FIRE ■ '� I1 v I V *II RATED WALLS AND ry1 .N Q :N TUB NI .N iv1 �ry SHOWER 1 NI •Q N1 I� cNl �� FLOORS/CEILINGS. PRODUCT I I -1 I - -I I W° R - I DW CONFORMS TO ASTM E 514, c: L' ---------------------1 '--- 1 ' ---------l--L' ---'� -----------1----- --� ASTM E 54,AND UL 14'1�1 L.._.._..L.._.._.._l._.._.._.._.._.._..�.._.._..�1._.._._..L.._.._.._.._.._.._.._..S _.._I. _.._.._.._.._.._..�_.._.._..1_.. 1 CONNECT TO v EXIST. WATER ■cn 1_ SUPPLY SYSTEM �'n/^', 1 TO PRIVATE (/ V I WELL �u m .._.._.._..� C) N W U I- O IL NOTE: ALL PLUMBING d FUEL &A5 FL,UMB I NC RISER - SUFFLY � TO LOALWo� SHALL CONFORM CODE # SCALE: NTS EXISTING BOILER FUEL GAS m PIPING PENETRATIONS: I. PROVIDE "ABE500 FF200 FR KITCHEN EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOOR5/0EILIN0S. �r 2.PRODUCT CONFORMS TO A5TM E 514,A57M E 54, AND UL 14-79 IL VERIFY SIZE u W MANU. RANGE m � z w GAS SUPPLY O W 4" FRE5H AIR VENT w li THROUGH ROOF Q I � I � � I � 0 I I PROVIDE "ABE500 FF200 FR U I EXPANDING FOAM" (OR EQUAL) PROJECT: V I AT ALL PENETRATIONS IN FIRE k I RATED WALLS AND B R A D F O R D Q 1 FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 514, 1 ASTM E 54, AND UL 14,9 RENOVATION I I I I I FULL BATH FULL BATH HALF BATH __2 ____ ___ 2:_-- r--�--- - ------- KITCHEN � S I S S U ��L�/ 3980 BAY SHORE R D, - ------ T- T----- ---- NOTE. GREENPORT, 11944 LAUNDRY 1 ALL PLUMBING WORK I I I I 1 I I I SHALL CONFORM TO 5GALE: NTS 2 2 I i i i i 2 LOCAL PLUMBING CODE 43 I I DRAWING TITLE: 11 2"1 2111 I 1 1 1 1 2 1 2111 1 GLEAN OUT 1 I 1 1 1 1 1 3" 1 AS REG'D PLUMBING RISER DIAGRAMS 1 1 12 i I i 2 1 I I PROVIDE F.A.I. GAS RISER DIAGRAM � 1 14, 1 I I- 15HOWER 1_��, i 211 I_ : TUB I WASHER DW c.o. PAG E: G.O. 411 P-mlolmoo 4" HOUSE MAIN DRAIN G.O. iu U 0- 4 TO SEPTIC SY5TEM DATE: 02/25/25 15 OF 15 v 1 y FL.UME31 NC RISER - hRA I N / NASTE / VENT 5GALE: NT5 FLOOR FLAN 0 y ,`4IF_FAL Q C�^J��50L <E� . DEMO EXISTING PATIO I� AP r- ------------------------- -- -- S.F. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W D <a � OO FRAME (L.G. STL. I Q WHEN APPLICABLE) 1 EXISTING TO REMAIN W I I NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J co Ii STL. WHEN APPLICABLE) j M I DEMOLITION NOTE: a {-+ N NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL PROVIDE SHORING AND SUPPORT TO ALL AFFECTED '� WOOD FRAME (L.G. STL. POST FOR 4" WALLS STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL of ANY DEMOLITION OR CONSTRUCTION. O � r- POST FOR 6" WALLS), U.O.N. = �: 0 NEW 2-HR FIRE RATED ` ------- DEMOLITION NOTE: i WOOD FRAME (L.G. 5TL. DEMO EXISTING - EXISTING IST FLOOR JOISTS AND CEILING JOISTS Q (\J z 0 - EXISTING ROOF STRUCTURE TO REMAIN 2 X N WHEN APPLICABLE) STAIRS. TO REMAIN, d Cz I �C 4- - ALL EXISTING DOORS AND WINDOWS TO BE � U DEMO EXISTING TOILET, d REPLACED IN KIND. : VANITY ENSURING MINIMAL - DISCONNECT EXISTING ELEGTRIGAL/PLUMBING/HVAG O m 4- - O ------ -------- DAMAGE TO SURROUNDING d INSTALL NEW ACCORDING TO THE PROPOSED � O 4-J 1 i I STRUCTURES. DISCONNECT � a--� Ln 1 --------------- a ALL PLUMBING AND ELECTRICAL _ PLANS. C N O CONNECTIONS TEMPORARILY ALL EXISTING FLOOR TO BE REMOVED BACK TO a O a O DEMOLITION NOTE: SUB FLOOR. PATCH AND REPAIR AS REO. 1) EXISTING ROOFING d SIDING TO BE REMOVED; 1 - DURING CONSTRUCTION. ENSURE ALL 5UBF. 15 PROPERLY PREPPED FOR THE EXISTING 5HEATHIN6 TO REMAIN INSTALLATION OF NEW FLOORING DEMO EXISTING TOILET, SHOWER d 2) EXISTING WINDOWS TO BE REMOVED EXISTING CHIMNEY TO VANITY ENSURING MINIMAL DAMAGE _----__,= _ TO SURROUNDING STRUCTURES AND I 3) EXISTING EXTERIOR DOORS TO BE REMOVED -_ BE REMOVED REPLACE IN KIND. REFER TO ----_--- ® n , PROPOSED PLAN FOR SIZES. 0:01 `l/ DEMO EXISTING WALLS, WINDOWS AS REQ.'D FOR DISCONNECT ALL PLUMBING AND ELECTRICAL CONNECTIONS NEW WINDOWS INSTALLATION. TEMPORARILY DURING CONSTRUCTION. REFER TO PROPOSED PLAN FOR ----------- -------� � J ---- - I � BOGHT.G � I I I �-- I (-�--� I I �__�� I I �----� I I I I U ----- -- W DW---- +J I I I PORTION OF WALL 1�i 11 TO BE REMOVED r,� __ `�,�� L--tE - EXISTING ELEGTRIG JI I - J 1 ___T__ ==__ --------_I I PANEL/METER TO BE EXISTING FLOOR FINISHES TO BE (I J I I I I L � ` \`�REMOVED BACK TO SUB FLOOR. _ L�JII 11 III REMOVED AND RESET -___ r _____ —--- PATCH AND REPAIR AS REQ. REMOVE ALL EXISTING KITCHEN /r-=T -=T - �T=__� --- T 1 �J �`) III �jXISTING F II 1 r r III r III r III r II ENSURE ALL SUBFLOORING IS 8'O" GLG. I I IT CABINETS, INCLUDING HARDWARE, \% WASHER AND III r,l l r l PROPERLY PREPPED FOR THE I DEMO EXISTING COUNTERTOPS d BAGKSPLASHES, ur--- II�III ATTI r , II III HGHT. \ DRYER TO BE `f L I, WALL. DISCONNECT ALL PLUMBINC7 III IIII 11 1 -7 1 1 III III T ___ _______________ INSTALLATION OF NEW FLOORING I ---\ J� ELECTRICAL CONNECTIONS AND /DOWN REMOVED L I��I 1 1 IIIII III r r r r ALL EXISTMIG FLOOR AND 1 --_ \ TEMPORARILY DURING L I U 1 \\ � /' I 1 1 1 II r r r r 1 LADDER II II 1 IIIII IIIII III 1 IT �I IT TI IT �I IT TI -L� r-� CONSTRUCTION. T-T��EXISTING ATTIC j j IIII 1 J L J IIIII IIIII III III 11 11 11 1 III GE I L I NG STiRUGTURE TO REMAIN I I I HATCH TO BE • ILL JLI ILL====JJ1 ft 1 _ f�`I g LL_JLL==J-LL==21==�J L��=JJ�L==JJ L�=-JJ LL=-JJJ �� r --7 r---� �\ REMOVED Fn Ir�l Ir�l IIII 1-7 � F-7 1- fir r� L——————J —— �f 1 II II II II IL-_JI IL__LI IL_-JI IL_-LI I I ��_ DEMO EXISTING STAIRS. hl� 1 11 EXISTING STOOP TO BE =, =__�� /� t ��---- ------- ----- - - �� ��_J III I O � LJ LJ _—JJ __- —=J ==J ---- ------_-------- ----------_---- Z-- L J L J I I I REMOVED III I I I I I I III � I I _ __ __ _ \ DEMO X DEMO EXISTING WALLS„I I I I I DEMO EXISTING DOORS AS rr = � r- -� r- _ E IST N6 WALLS, DOOR III WINDOWS AS REQ.'D FOR - T- T REO.'D FOR NEW DOORS \ AS REG.'D. REFER TO IIII NEW WINDOWS INSTALLATION. --------- L--L1 L---1 1 1� INSTALLATION. REFER TO �I REFER TO PROPOSED PLAN 1 1 �L_JJI PROPOSED PLAN FOR 1 PROPOSED PLAN FOR SIZES. 1 FOR SIZES. -- -- \� ---- REMOVE EXISTING I SIZES. T CHIMNEY STRUCTURE, / - I 'HV 4 . INCLUDING ALL I I `y \ II II RTRN. VT;�r MASONRY,FLUE, AND FRCFOSEI� EAST ELEVATION I7EMOL I TI ON 8'0" GLG. 8'O" GLG. \ �� T SUPPORT HGHT. HGHT. ���\, I I REMOVE EXISTING HVAG b;T� COMPONENTS. SEAL SCALE: 1/4" = 1'-O" �\ 1 RTRN. AND PATCH ANY _ OPENINGS IN THE - ROOF, CEILING, OR WALLS RESULTING N w FROM CHIMNEY I a V) r DEMO EXISTING 1 REMOVAL. I C7 WALL. LL w 0 ALL EXISTING FLOOR AND DEMO EXISTINGG I �`� `\ , I L) Qw CEILING !STRUCTURE TO REMAIN WALLS d DOORS. I� \\ a II / L 2 === -----�-�� - -- ------------------�� p D ------ ------ ----- - _ - _-=� ___________________T z O I = a Lu O O w ci DEMO EXISTING WALL5, 2 > p0 1 WINDOWS AND DOORS W O N U � � O FN- --------- Q w O U (5 - -- - - - - - - - - - - --- — - z Q z_ --rr;,-E ----- 3 = J -------------, s w v L) �T�_ _- _-_-T- _- _______ ,r----- l z� � 1MO EXISTING O w z w j q III II IIII STAIRS. 4"O z V U a z 111 III -- II IIII O a NI IIII L= 1� J111 F OFOSEI) FIRST FLOOR DEMOLITION PLAN � o w 1T----IIII O 111 g _j a L==J1L—_��I G= ul IIII SCALE: 1/4" = 1'-0" 0 a U- w a I I I I I IIIL l II i N N LU j I�----� �----�I � F.F. � ►- r�-I � liJ ^EXISTING STOOP TO BE ___-___� j REMOVED ran-' 0 a 11 PROJECT: FROPOSE17) NEST ELEVATION 17EMOLITION BRADFORD SCALE: 1/4" = 1'-0" _ RENOVATION ��`�/ EXISTING HOT WATER EXIST. HEATER TO BE REMOVED 3980 BAY SHORE RD, DRAWL SPACE GREENPORT, 11944 4'3�" GLG HGHT. DRAWING TITLE: -- T---1 T--T r----1 T--T PROPOSED DEMOLITION PLANS o) —d)— — — — I ° �__ — — — — I ° _� - — — — — V't• (V I2 El —� PAGE: i — ------------------— — __ _____________________ __ _________—__ —_ — —------------------------_--_----------_--_— — A-1011. 01 EXISTING EXTERIOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALL TO BE REMOVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R A ION _____ _ _ _ _ _____________--_—_--_--__—_____—__ — —__---__ _--__— DATE: 01/15/26 5 OF 15 - - - - - - --- - - - - - -r____ - - - - - - - - - - - - - EXISTING ELECTRIC,_ _ _ _ _ _ _ _ _ _ _ _ _ --- T _ _ _ _ _ _ _ _ _ _ _ METER TO BE REUSED _ - - - - - - - - - - - - - JIII r- ---- - - - - - - - - AND RESET;SEE PLAN - - - - - - - - - - - - - - - - - - - - NOTES - - - - - - - - - - - - --�IIL JII� - - - - - - - - O - - - rnT - - - - - - - - - - - - - - - - - - - - - - - - - ,. ,- . -_-----------------------111 11 - -_- - - - - - - - - - - r rrn n n 7r r rr ITrr\ G�y`` ti- II II II II II II II II IIIII r 1111- - - - - - - - - - - - - 111 T� IIII - - - - - - - - - - - - - 1 LL JJ r- - - - - - - - - - - - - - 1 1 1 1 I1 11 rir - - - - - - - - - - - - - =LL �J _ - - - II III y III 11 111 I I IIII I I i l I I - - - - - - - - - � r �M II 11I II I�i -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LI 4 1 4 36-8 13-4 i FROFOSE7) NORTH ELEVATION DEMOLITION SCALE: 1/4" = 1'-0" FROP05ED ORAAL SFAC.E DEMOLITION PLAN SCALE: 1/4" = 1 i GENERAL SN700' 50L ENr : EH PARTIAL HEIGHT a _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J 5TL. WHEN APPLICABLE) G co NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL � � cv WOOD FRAME (L.G. STL. P05T FOR 4" WALLS O 110 w : 07 O WHEN APPLICABLE) MIN. 2) 2"x6 O 6 W U.O.N." STRUCTURAL } POST FOR " ALLS), — r- NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. i WHEN APPL I GABLE) a _ Ln LO cu , _ 2: X N O O O 4 6N O FOUNDATION PLAN NOTES O m .Z 6 NEW MEGH. AREA: ELECTRIC HOT WATER HEATER c Q O a: O O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S O '75 GAL BRADFORD WHITE (OR APPROVED EQUAL). 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL I. VENT THROUGH WALL. UNITS AS PER NY5 MG 506.1 2. F.A.I. THROUGH WALL. 5.MAINTAIN ALL APPLICABLE VENTING GLEARANCE:5 5. INSTALL PER MANU. SPEC.'S REQUIRED PER NYS MG 804. ^ 4.IF APPLICABLE,DISCONNECT,REROUTE, 3 RECONNECT (D EQUIPMENT TO EXIST. PIPING AS REG2.'D. EXISTING 5EPTIG SYSTEM HOUSE CONNECTION: TYPICAL MECHANICAL AR:A NOTES: O I. EXIST. LOCATION OF SEPTIC SYSTEM HOUSE I. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY CONNECTION TO REMAIN "DUROCK" (OR EQUAL) TYPICAL LEDGER BOARD ® EXT. DECK: 2 I. (I) 2. FOR NO. FR. WALLS - PROVIDE (1) LAYER OF 5/0" „ „ 5 x P.T. BD. TO MATCH DEPTH OF JOISTS 10„ q-2„ TYPE X GYP. BD. UL U505 (OMIT ON GONG. WALLS) 2, SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAO BOLTS 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. ' ` •— SPEC.'s AND AS PER NY5 MECH. AND FUEL OAS iCODE 5. INSTALL H.D. GALV. JOIST HANOER5 BY '51MP5ON' (OR V 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED TfHAT EQUAL) n 1 IT CONFORMS TO NYS MECH. AND FUEL OAS GORE 4. FOR EXTERIOR INSTALLATIONS,PROVIDE FLASHING — — — — `(J 5. COMB. AIR VOLUME R PER: MANU. SPEG.'s - PROVIDE TUCKED UNDERNEATH SIDING d BENT OVER TOP ED6E � W FRESH AIR INTAKE FROM EXTERIOR a—�- -�-- — — — —�— —,— — --�6fl 6. MAINTAIN OR PROVIDE FUR'NAGE/BOILER ELECTiRICAL OF LEDGER BD. — — - - EMER6ENCY SHUT OFF 5WIT'CH 5. SEE DETAIL 6/A-401-7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF 5WI'TCH 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4--- ___ L--- t G A5 PER CODE q. PROVIDEROVIDE 5" FLOOR DRAIN IF REQ'D BY EQUIPMENT b CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING CODE IO.APPLIANCES JOINED THROUGH A COMMON NATURAL �0 DRAFT VENTING SYSTEM SHALL COMPLY WITH A1LL SECTIONS OF 2020 NYS RC'° 62421. ' ^ I I 1 I I VJ OSMOKE DETECTOR / GO Df=TEGTOR NOTES: p Op 1 O 1 4'-0" 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Q SMOKE /CARBON MONOXIDECOMBINATION DETE �CTOR _ I I IL HARD WIRED TO EACH OTHER w/ BATTERY BAC<UP. 2.INTERCONNECTION BETWEEN NEW # EXISTIN6 DEVeCE5 SHALL NOT BE REQUIRED WHERE EXISTING ALARPM5 ARE NOT INTERCONNECTED, AS PER NYS R514.4. T 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED), AND Q - Q PER GENERAL ELECTRICAL NOTES ON PAGE 6-0>02. r v ++ 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN I DUCTS * OPENINOS TO BATHROOMS w/ SHOWER OR TUB.. 5. INSTALL ALL AS PER MANU. 5PEC.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETEECTOR B IN COMPLIANCE WITH LOCAL CODE ❑ U) 2 I ' w 5 V w EXIST. o- 50 [L (1)CRAWL SPACE 2 LU _ PROPOSED ELECTRIIC • F_ WATER HEATER SM/GO Q O N LS L p 3 " GLO. O w Q H6HT. I W O 0 @) _ crEO (n U) i I -- — — — — I — — — — -- — — — — 1� w L--J L--J L__J L_ —J L (V 0 w GRAWLSPAGE AGGE55 I — V Z Iw L) z ui N0a z -I CRAWLSPAGE AGGE55 — 0 a w A-501 g p w ui U ❑ A- OI U n� liw Q EXIST. PROPOSED SLAB CRAWL SPACE L Lo co m C14 PROJECT: ' ' ////�ii ii/ ii i/ii ii • • BRADFORD FILL EXISTING FOUND. WHERE - - RENOVATION �i 6AR:AOE DOOR WILL BE m REMOVED o p p 5'-4" — — _ _ _ MY" 3980 BAY SHORE RD, GREENPORT, 11944 I DRAWING TITLE: PROPOSED FOUNDATION PLAN EXISTING PUBLIC, WATER LINE I PAGE: I A-102m0l I —J DATE: 01/15/26 6 OF 15 I PROP05E 7 FOUNDATION PLAN ED SCALE: I/4" 74 Or. r�� _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. a WHEN APPLICABLE) Lu EXISTING TO REMAIN W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J N 5%. WHEN APPLICABLE) G CIO N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.G. 5TL. ® P05T FOR 4 WALLS Z WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED >-: CD WOOD FRAME (L.6. 5TL. p C N z 0 WHEN APPLICABLE) L0 )( N O 0 O FLOORPLAN NOTES � ON 0 � � DOOR NOTE: NEW PLUMBING FIXTURES: a � c � 0 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ON PLANS BY 'JELD-WEN' (OR EQUAL). SEE AL50 PLUMBING GENERAL NOTES ON PAGE 0-002. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 56'-0" ON PLANS BY 'THERMATRU' (OR EQUAL). NEW TILE FLOOR: 5,NOTE DOES NOT INDICATE EACH NEW DOOR O I. NEW TILE FINISH (H.O. TO SELECT) UPON 4 PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 5CREW); 5. INSTALL AS PER MANU SPEG.'s , 6.PROVIDE (2) 2"xIO" HDR., U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING INTERIOR. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NATURAL LIGHT B VENTILATION WINDOW NOTE: PROPANE FIREPLACE: PROP05ED (HABITABLE SPACE) OI. ALL NEW WINDOWS DOORS SHALL BE ANDERSEN O I. PROVIDE NEW PROPANE FIREPLACE BY "MAJESTIC" OR DECK U • 2 APPROVED EQUAL 2DO S.F CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). 2,INSTALL AS PER MANUFACTURER'S SPECIFICATIONS FLOOR AREA 88 S.F. n , INSTALL A5 PER MANU. SPEC.'S. AND NY STATE CODE S.F. REQ. S.F. PROV. W 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. 5.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED BATHROOM WALLS: M VENTING TERMINAL CLEARANCES TILE ON WALLS BEHIND FIXTURES WAIN500TIN6 LIGHTING;MIN. 5% 5.FOR SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWIS 4,REFER TO INSTALLATION MANUAL FOR MANTEL ON ALL OTHER BATHROOM WALLS. OF FLOOR AREA 7.O S.F. 2q.8 S.F. AND DOORS" ON PAGE 6-002. INSTALLATION 6UIDELINE5 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM FHIN6,E. O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH i VENTILATION;MIN. 5.5 S.F. I-T."7 S.F. 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: NEW FLOOR: NEW EXHAUST FAN SHALL BE INSTALLED 4% OF FLOOR AREA 6.1. FOR ALL SKYL16HT5 4 OPERABLE PANELS O)F 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); WHERE VENTILATION 15 NOT MET BY MEANS r , 5WIN61N6, SLIDING, 4 BIFOLD DOORS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OF NATURAL CIRCULATION THROUGH WINDOWS v 6.2. WITHIN 15" OF F.F. INTERIOR. OR DOORS TO OUTDOOR SPACES AS PER 6.5. WITHIN 24" OF A DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION NY5 MECH. CODE SECTION 405.5.2.5; INSTALL 6.4. WITHIN 5TAIRWAY5 4 WITHIN 56" OF A LANDIWG AS PER MANU. 5PE05 /r (5.5. WITHIN TUB/SHOWER ENCLOSURES NEW WALL FINISH AT EXISTING SPACES: m \` 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002, II 1. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY ^` 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND' 2.PROVIDE (1) GOAT PRIMER ON WALLS AND CEILING IL w WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIHUM 3.(2) FINISH GOATS ON CEILING AND WALLS > > PROPOSED ( �zI (2) 2"xl0" HEADER U.O.N. 4.H.O. TO SELECT PAINT COLORS 2 A 2 E 2 E BATHROOM 2 D C­-, } 0 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PEiR NATURAL LIGHT & VENTILATION 2 A NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS (HABITABLE 5PAGE) 54 5.F 1 k)] C LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-712" 12 NEW LAUNDRY ROOM: q-5 - - >0'-O"- - - -q" { _ ABOVE 6RADE OR THE ADJACENT SURFACE AT THE: O 1. NEW WASH /DRY HOOK UP 5'-4y2 4 by2 5'-10 5'-by2" 5 5 6 O 7 5y2' 2 12-8� 4 4 BUILDING EXTERIOR. 2.DRYER TO BE CONNECTED TO PROPANE FLOOR AREA 122 S.F. EGRESS NOTE: 5.COORDINATE LAUNDRY ROOM 4 DOOR DIM.'s w/51ZE 1---01011 OF EQUIP. ": O )_6 PROP. S.F. REQ. S.F. PROV. 10-4 5-I' S-O 104 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.PROVIDE HOOK UPS AS REOV PER MANUFACTURER - _ 5 PWDR. GORE, SECTION R510.2.1;THE FOLLOWING MEANS OF 5 0 ® - - - RM EGRESS SHALL BE FOLLOWED: LIGHTING;MIN. A ctb S.F. 20.6 S.F. 7 REF. DW ' 7 ® 26 5.F DRYER EXHAUST NOTE: OF FLOOR AREA itm I. DUCT SHALL TERMINATE TO EXTERIOR - NET CLEAR OPENINO........... 5.7 S.F. VENTILATION;MIN. -- 2.DUCT SHALL TERMINATE MIN. 3-O FROM ANY 4.q S.F. 11.5 S.F. = BA R00M b -� I 103 NET CLEAR HEIGHT............... 24' MINIMUM 14% OF FLOOR AREA I I PROPOSE - - NET CLEAR WIDTH................. 20" MINIMUM OPENINGS -� 5.DUCT SIZE AS PER MANU. PROPOSED , TH REUSE METE 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER BEDROOM r 55 S.F 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 122 5.F _ © OO �i - N L OSMOKE DETECTOR / GO DETECTOR NOTES: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO J 5 6 d 12 p` a N 5 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 0 80 GL6. 112 Q PROPOSED IS i \O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - HGHT. I g - 10 PROPOSED © O = SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO O DINING ROOM n ©� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXCEED 8 FEET AND SHALL BE LISTI=D AND LABELED q 88 5.F KITCHEN A p LL O 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVIGE:5 IN ACCORDANCE WITH UL 2155A. ® `? - _ _ - Iqb S.F - - PROP. V w SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID • m 2'-511 AUNDRY 5 o ARE NOT INTERCONNECTED, AS PER NY5 R514.4. METAL w/SMOOTH INTERIOR 5URFAGE5 WITH JOINTS - -5-� ROOM n- N 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED AMD l0 - 1uj RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST -' 1 / - _ 35 .F _ PER GENERAL ELECTRICAL NOTES ON PAGE G-002.. cV • III -� 10'-O" 3'-6" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. SCREWS 15-11 5M/ O N cV 14 GAS 102 Z N HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS _ 101 5 BURNER 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 113 I Q N ci 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE _ _ 1'-7" -r L6 RANGE lO p O a O H 5. INSTALL ALL AS PER MANU. 5PEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 B -� w p Q c 6.SMOKE DETECTOR AND CARBON MONOXIDE DETEGTfOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° :t ROP. PROP. _-2'-q" I10 - - 2 N 0 w p ei BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PRCDP. Q O IN COMPLIANCE WITH LOCAL CODE cv STAIR $ RAILING NOTE: NOT INCLUDE THE TRANSITION DUCT. 5.F i 5.F cV 5 1O8 HALL'WAY L �' IS • 5 I ' O H O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MINI. 10" _ SM/GO (V to to N Tr - RISERS SHALL BE CLOSED IS I-I I IOq I 35 15.F 106 I-I W O 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS VHALL O O SM/GO PROPHVAC • NEW ATTIC ACCESS - PULL DOWN LADDER: A-5OI A-501 U 0 C7 NOT EXCEED THE SMALLEST BY MORE THAN ". I. MIN. 550 # CAPACITY 7'-7 II'-5" O� RTRN FOYER FIREPLACE Z a'C Z 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 2,PROVIDE UNIT BY 'FAKRO' MODEL#LWP-25-47 INSULATED VENTING - _ =� 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR NC)THi5: ATTIC LADDER,OR APPROVED EQUAL 5M/CO ry P THROUGH Oi = w V U 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 2.1. ROUGH OPENING 25" X 47" - I 80 GL6. WALL m v Z w 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" HIN. 2.2. CEILING HEIGHT 7'-II" _ HGHT. 12 p iu Z 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27"' MIN. 5.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING PROPOSED PROPOSED �i PROP D Z N U d Z 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 4.DEL. FRAMING WHEN NEW OPENING It r n w O g p BEDROOM - BEDROOM C 1L. -1 IVING R OM g a s w ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q s ►� U OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR 105 S.F 10 qb S.F I� Z 254 5.F = O O0 J Q 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDE'_D RETAINER TO PREVENT INSULATION FROM ENTERING 8'O" GL6. II 8'O" GL6, lO q v IL u. w Q WALKING SURFACES LOCATED MORE THAN 50" ABCOVE DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 H(SHT. HGHT, 114 w N FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PPLAN5. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE Ip B iu 7. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). O Q a ALLOW PASSAGE OF A 4" 41 SPHERE;56" H16H 6.INSTALL AS PER MANU. SPEC.'s I in -ry 2 U) c0 HANDRAIL. 7, CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. �_ N N 8. 6RIPPABLE RAIL AS PER CODE. 10'-4" q. RAILING TO BE WHITE IMPRESSION EXPRESS, TOP RAIL NATURAL LIGHT 4 VENTILATION-­,,-' ry ~ SHAPE "DRINK RAIL" TO MATCH DECK COLOR. p C j THERMOSTAT: (HABITABLE SPACE) Il 14 1. PROVIDEZONE FIRST THERMOSTAT FOR I ZONES: 3-4y2' 4-by2 6-q 25'-7" 4-by2 q_7 F 2 5-O: I 2 F b_ 4'-;132y2„ W 2TYPICAL BATHROOM NOTE: FLOOR AREA 105 S.F. -4 PROJECT: I. WALL BOARD 2, H.O. TOSELECT MODEL; INSTALL AS PER 2 A 2 A A2I'-5y22A 2 2 2 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN MANUF. SPECS S.F. REG. S.F. PROV. PROPOSED ALL BATHROOMS DECK_ _ B RA D FO R D 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND LIGHTING;MIN. 8% I_I bl S.F I-I O TUB SURROUNDS ELECTRICAL PANEL: OF FLOOR AREA 8.2 S.F. 20.6 S.F. _ m 2. SHOWER FLOORS 15 NEW 200 AMP ELECTRICAL PANEL LOCATION; NATURAL LIGHT 4 VENTILATION A-501 A-50I Q NATURAL LIGHT VENTILATION RENOVATION 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. VENTILATION;MIN. :d) 4 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT 4% OF FLOOR AREA 4.1 S.F. II.5 S.F. (HABITABLE SPACE) - ++ (HABITABLE SPACE) TOWARDS DRAIN) UPON 16 NEW GUTTER m 2.5. WATER PROOF MEMBRANE TO COVER SHOWEIR- SEE SPECIFICATIONS AT ELEVATION NOTES FLOOR AREA 416 S.F. FLOOR AREA q6 S.F. FLOOR,WRAP DRAIN 4 ATLEAST IS" UP WALLS 17 GUTTER HIGH POINT (TYP.) S.F. Rea. S.F. PROV. S.F. REQ. S.F. PROV. 3980 BAY SHORE RD, NEW EXHAUST FAN SHALL BE INSTALLED WHERE O LIGHTING;MIN. 8% LIGHTING;MIN. 8% GREENPORT, 11944 VENTILATION IS NOT MET BY MEANS OF NATURAL NEW 4"x5" ALUM. DOWNSPOUT (TYP) MATCH OF FLOOR AREA 7.7 S.F. 20.6 S.F. OF FLOOR AREA 7.7 S.F. 64.5 S.F. CIRCULATION THROUGH WINDOWS OR DOORS TO 18 OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION SIDING VENTILATION;MIN. VENTILATION;MIN. 405.5.2.5; INSTALL AS PER MANU. SPECS 4% OF FLOOR AREA 5.5 S.F. 11.5 S.F. 4% OF FLOOR AREA 5.5 S.F. 551 S.F. DRAWING TITLE: Iq 50F7:IT VENT SOUND BARRIER WITHIN INTERIOR WALLS: PROPOSED FIRST FLOOR PLAN FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A FI` ✓ .J OFOG�� F I RJT FLOOR FLAN SOUND TRANSMISSION GLASS (STG) FOR AIR-BORNE � ROOF VENT NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE WITH ASTM E qo. AIR HANDLER: // SCALE: I/4" = I'-O" 21 1. PROVIDE (1) NEW AIR HANDLER BY "RHEEM" OR I;2eJrJ S.F. Hf��l T �L Si� G ; I,3�1.4 S.F. CiR055 FLOORR �4 HIGH EFFICIENCY LAMPS: APPROVED EQUAL NOT LESS THAN 010% OF THE PERMANENTLY INSTALLED LI6H'ITIN6 2.INSTALL IN THE ATTIC FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS IPER 5.PROVIDE AIR D15MBUTION TO HABITABLE SPACES 2020 NY5 EGG R404.1 THROUGH WALLS OR CEILING PAGE: 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND HOT WATER PIPING INSULATION: INSTALLATION. A-103m0l MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL. BE 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR THE: REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 4 R40:5.5: THERMOSTAT FOR ZONE DESIGNATION). 1. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 FLUIDS >105°F OR <55°F (R405.4) FURNACE 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 22 PROVIDE NEW FURNACE TO REPLACE EXISTING DATE: 01/15/26 7 OF 15 5. PIPING SERVING MORE THAN (1) DWELLING UNIT I. VENT THROUGH ROOF. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 2.F.A.1. THROUGH ROOF. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB PROPANE ENCLOSURE 7. BURIED PIPING 23 ENCLOSURE AROUND PROPANE TANKS TO BE TREX 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SY5TEM5 (H.O. TO SELECTED COLOR). OTHER THAN DEMAND RECIRCULATION SYSTEMS. n� I 0ENERAL 5��50L ENr : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) 0 „ „ Lu NEW WOOD FRAME (L.G. T NEW FOUNDATION WALL II II II II II II II II II II II II II II II II II II II II II II II II Jcu 5TL. WHEN APPLICABLE) II II II II II II II II II II II II II II II II II II II II II II I' II c N NEW I-HR FIRE RATED � MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS p Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. 22 2I II II II II II II II II II II II II II II II II II II II II II II II II = >: NEW 2-HR FIRE RATED Z r-- I WOOD FRAME (L.G. 5TL. AIR 0 c N 0 WHEN APPLICABLE) HANDL_E�� 'm I-U!�NAaGE II II II II II II II II II II II II II II II II II II II II II II II II 2: xZz N i a� III III II II II II II II II II II II II II II II II II II II II II II II � 0 m N FLOOR PLAN NOTES w 4-' 4-J N II II II II I! II c N o 0 co DOOR NOTE: NEW PLUMBING FIXTURES: Q L 2 O II II II II II II II II II II II II I II II II II II II I. II II OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 7 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 0 O ON PLANS BY 'JELD-WEN' (OR EQUAL). O SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. -�' m - - - - - - - - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT' 415" CL6. v p 3.NOTE DOES NOT IINDN PLANS BY ICATE EACH NEW DOOR 8 NEW TILE FLOOR: H6HT. O I. NEW TILE FINISH (H.O. TO SELECT) UPON � �p PROPOSED;SEE DESIGNATIONS E DOOR SCHEDULE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON (-::J PROPOSED _I1 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 3. NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON qO w I I WALLS, U.O.N. ATTIC (2) 2xl0 HDR., U.O.N. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); N V 55 S.F 6.PROVIDE ( 5. INSTALL PER MANU SPEC.s 5CR:EW PERIMETER OF 5HEATHIN6 6" O.G. b 12" O.G.7. SEE PAGE 6-003 FOR ALL OTHER FRAMING INTERIOR. 70 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O PROPANE FIREPLACE: U WINDOW NOTE: q I. PROVIDE NEW PROPANE FIREPLACE BY "MAJESTIC" OR O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSENI APPROVED EQUAL CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED)1. 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS W INSTALL AS PER MANU. SPEC.S. AND NY STATE CODE I I I I -�-� 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 3.REFER TO INSTALLATION MANUAL FOR ALL REOUIR:ED SEE DESIGNATIONS 8 WINDOW SCHEDULE. VENTING TERMINAL CLEARANCES 3.FOR SUBSTITUTIONS, SEE NOTE: #q IN "GLASS WINDOWS 4.REFER TO INSTALLATION MANUAL FOR MANTEL AND DOOR5" ON PAGE 6-002. INSTALLATION GUIDELINES 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARMI HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN 6ENER:AL,TEMP. 6L. SHALL BE PROVIDED: NEW FLOOR: 6.1. FOR ALL 5KYL16HTS 4: OPERABLE PANELS OF 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); 5WIN61N6,SLIDING, $ BIFOLD DOORS SCREW PERIMETER OF 5HEATHIN6 6" O.G. d 12" O.G. 6.2. WITHIN IS" OF F.F. INTERIOR. 6.5. WITHIN 24" OF A DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION 6.4. WITHIN STAIRWAYS $ WITHIN 36" OF A LANI-JIN6 30'-O" • 6.5. WITHIN TUB/SHOWER ENCLOSURES NEW WALL FINISH AT EXISTING 5PAGE5: 56'-O" 6.6. SEE ALSO GENERAL NOTES ON PAGE 5-0= II I. PROVIDE NEW TAPE AND SPACKLE WHERE NECESSARY nl "T. SEE PACE 6-003 FOR FRAMIN6 ELEMENTS AROUND 2.PROVIDE (1) GOAT PRIMER ON WALLS AND GEILIN6 W WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MIMIMUM 5.(2) FINISH GOATS ON GEILIN6 AND WALLS Q (2) 2"xIO" HEADER U.O.N. 4.H.O. TO SELECT PAINT COLORS 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LE55 THAN 24" ABOVE F.F., TI4AT ARE MORE THANI-12" NEW LAUNDRY ROOM: ABOVE GRADE OR THE ADJACENT SURFACE AT TWE 12 I. NEW WASH / DRY HOOK UP BUILDING EXTERIOR. 2.DRYER TO BE CONNECTED TO PROPANE EGRESS NOTE: 5. COORDINATE LAUNDRY ROOM $ DOOR DIM.'s H/SIZE IN COMPLIANCE WITH NEW YORK STATE BUILDING OF EQUIP. FROFOSEI� ATTI G PLAN CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4.PROVIDE HOOK UPS AS REO D PER MANUFACTURER EORE55 SHALL BE FOLLOWED: DRYER EXHAUST NOTE: SCALE: 1/4" = I'-oil NET CLEAR OFENINO........... 5.71 S.F. I. DUCT SHALL TERMINATE TO EXTERIOR NET CLEAR HEIGHT............... 24" MINIMUM 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY NET CLEAR WIDTH................. 20 MINIMUM OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED H/ A BAGKDRAFT DAMPER 5. TRAN5ITION DUCTS SHALL NOT BE CONGEALED WITHIN O SMOKE DETECTOR / GO DETECTOR NOTES: Q N 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED M C7 0 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM \O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 2 HARD WIRED TO EACH OTHER H/BATTERY BACKUP. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ~ ~ u- � �- O 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES IN ACCORDANCE WITH UL 2155A. LL IL ~ w w SHALL NOT BE REOUIR:ED WHERE EXI5TIN6 ALARMS 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID � L) O ARE NOT INTERCONNECTED, A5 PER NY5 R314.4. METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS 14 CL N 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, ,AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST w = PER GENERAL ELECTRICAL NOTES ON PAGE C-00)2. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL m IO M 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. ---- _-- HORIZONTAL SEPARATION FROM 5UPPLY/RETURN C%CT5 -1. MAXI. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER __ __ __ _ _ __ __ __ __ __ __ __ _ _ C ] _ __C ]__ __ __ __ __ _ __ __ __ Q # OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ®-- �_ p O d p 5. INSTALL ALL AS PER MANU. SPEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __-I _ w- - - - - - - - - - - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 410° =---_ I O w aCD IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES p o (dj NOT INCLUDE THE TRANSITION DUCT. _ STAIR RAILING NOTE: I ����--�I'= O _ N O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI # "IN. 10" I I t N N Tr - RISERS SHALL BE CLOSED 13 _ __ a a O 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS: SHALL NEW ATTIC AGGESS - PULL DOWN ADDER I �� c� w z NOT EXCEED THE SMALLEST BY MORE THAN I. MIN. 550 # CAPACITY Z _ ___�.� _-= a a 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-80. 2.PROVIDE UNIT BY 'FAKRO' MODEL#LWP-25-4-1 INSULATED I I O - -- _ _ g S -i 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WID'TH5: ATTIC LADDER;OR APPROVED EQUAL I F = -_ --_ N - _ �- V Z w U 4.1. BETWEEN CLEAR HEIGi�T B HANDRAILS: 36 MIN. 2.1. ROUGH OPENING 25 X 4"i I X -� _ -_ w 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 MIN. 2.2. GEILIN6 HEIGHT"f-II I w _p_ -- O w z w 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: :21" MIN. 3.ENSURE 51ZED TO FIT MEGH. EQUIP. THRU OPENING I - -- - - - - Z N v a Z 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THHAN 4.DBL. FRAMING WHEN NEW OPENING a a w ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININ46 FOUR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4a I o w Lu c� OR MORE RISERS, AND WHERE SHOWN ON PLANS. INSULATION ABOVE H/ HD. FR. (OR EQ) BAFFLE OR O mp 6 OUARDGWALKKIINAILS, SHALL BE PROVIDED FOR SURFACES LLOCA712D MORE THAN 30"SA ROVE RETAINER TODWELLING WHEN EVENT INSU PER NYS EGG R402 2.4 I ryLATION FROM ENTERINO _- - .t-I 0o- w w Q FINISHED FLOOR OR GRADE, d WHERE SHOWN ONI PLANS. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 1. 36 H16H GUARDRAIL $ SPINDLE SPACING NOT TO THERMAL ENVELOPE OF BUILDING). ALLOW PASSAGE OF A 4" 0 SPHERE;36" H16H 6.INSTALL AS PER MANU. SPEC.'S __ {- - �p HANDRAIL. 'T. CONSULT H.O. FOR PRECISE LOCATION OF AGGESS. II I I_"I,; _ N N 5. 6RIPPABLE RAIL AS PER CODE. a. R:AI1LIN6 TO BE WHITE IMPRESSION EXPRESS,TOP' RAIL - I? Q `i SHAPE DRINK RAIL TO MATCH DECK COLOR. THERMOSTAT: I '- - -- --- - - O 14 I. PROVIDE THERM05TAT FOR I ZONES: O TYPICAL BATHROOM NOTE: - ZONE I: FIRST FLOOR tl I - - PROJECT: I. WALL BOARD 2. H.O. TO SELECT MODEL; INSTALL AS PER I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN BOARDMANUF. SPECS BRA D ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER:S AND ELECTRICAL PANEL: TUB SURROUNDS uu R D 22 1SHONEW TILE 1NS5H (H.O. TO SELECT) UPON IS NEW 200 AMP ELECTRICAL PANEL LOCATION; tl I - _-_ - - = I RENOVATION ALL INSTALLATION AS PER NYS ELECTRICAL CODE. 2.2. CONCRETE MUD-5ET (SLOPE 115" PER FOOT TOWARDS DRAIN) UPON NEW GUTTER 2.3. WATER PROOF MEMBR/ENE TO COVER SHOWER 16 SEE SPECIFICATIONS AT ELEVATION NOTES "- FLOOR,WRAP DRAIN $ ATLEA5T 18 UP WALLS - --_ - -- --- I, GUTTER HIGH POINT (TYP) I _ - - = 3980 BAY SHORE RD, NEW EXHAUST FAN SHALL BE INSTALLED WHERE --- ------------ _ _ 6 VENTILATION IS NOT MET BY MEANS OF NATURAL 11944 ALUM. DOWNSPOUT (TYP) MATCH -----_-�- �- --s ��- _. - GREENPORT�_�_ CIRCULATION THROUGH WINDOW°i OR DOORS TO IS NEW 4"x5"SIDING a I - OUTDOOR SPACES AS PER NYS MECH. CODE SECTIOIN p -- -- --- - 403.3.2.3; INSTALL AS PER MANU. SPECS la - - - SOFFIT VENT - - - - - - - SOUND BARRIER WITHIN INTERIOR WALLS: _ _ FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A - s - _ PROPOSED ATTIC PLAN NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE - --- 12- '1:12 __= m15 SOUND TRANSMISSION CLA55 (5TC) FOR AIR-BORNE O ROOF VENT m '�' PROPOSED ROOF PLAN WITH ASTM E QO. - _ -_ _ ---- __--_ --_ --_ AIR HANDLER: -=- -- 21 I. PROVIDE (1) NEW AIR HANDLER BY "RHEEM" OR HIGH EFFICIENCY LAMPS: APPROVED EOUAL - - - -- -- -- - � I'-O" O.H. NOT LESS THAN 90% OF THE PERMANENTLY INSTALLED LIC-DHTIN6 2.INSTALL IN THE ATTIC (TYP) FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ASS PER 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2020 NYS EGG R404.1 THROUGH WALLS OR GEILIN6 PAGE: 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REOUIRED FOR MOUNTING AND G }-� p HOT WATER PIPING INSULATION: INSTAHANDLER SIZI. O�OJ LJ ROOF FLAN� A-104m0mtMECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALLL BE 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR TFHE REOUIREMENTS OF A/C d HEATING SYSTEM (5EEFOLLOWING CONDITIONS PER 2020 N'f5 EGG R403.4 8 R4403.5: THERMOSTAT FOR ZONE DE516NATION). = I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYIN63 SCALE: I/4" I'-oil FLUIDS >105"F OR <55°F (R403.4) FURNACE 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 22 PROVIDE NEW FURNACE TO REPLACE EXI57IN6 DATE: 01/15/26 8 OF 15 3. PIPING SERVING MORE THAN (1) DWELLING UNIT I. VENT THROUGH ROOF. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 2.F.A.1. THROUGH ROOF. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MAMIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB PROPANE ENCLOSURE T BURIED PIPING 23 ENCLOSURE AROUND PROPANE TANKS TO BE TREX 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS3 (H.O. TO SELECTED COLOR). , OTHER THAN DEMAND REG RG \T O S -:,C D A 74 i ALL NEW WINDOWS SHALL BE ANDER50N 400; IMSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. a Q SEE DOOR 50HEDULE FOR ALL OLA55 DOORe FROM SAME MANUFACTURER * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER SPECIFICATIONS CHART Lu W CONTRACTOR TO VERIFY MANUFACTURER PIMIEN51ON WIDTHS FOR ALL MULLED WINDOWScuLu CONNECTIONL CAPACITY J C7 WINDOW CHART I --- - - -- Q ' CV EGRESS CLEAR O Q 0 N w v ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT z z to v 3 n! 0 Q LOCATION MODEL O PROV. PROV. 1- 1- V.4 F -1 O '_ TAG COUNT TYPE MODEL # TEMP. N N W v p BTUS GALLONS _ WIDTH READ: 20 PER UNIT PER UNIT � O O)p� z U1 � O O — '� r- O HEIGHT REO'D: 24" (S.F.) (S.F.) 1XLI O lxLI~1u�L�� J z :N } WIDTH HEIGHT WIDTH HEIGHT OPEN REG2'D: 5.7 S.P. - — ---- - - -- ` p O N Z tu A 10 DOUBLE-HUNG TW5046 3'-2 �" 4'-8 3'-I 4'-8 �" 5.7 10.51 5.73 MECHANICAL EQUIPMENT 0- �C6 � �� - — I- - V c X :3 N B 2 6.4 11.64 ]E&AlDOUBLE-HUNG TW5446 FURN ACE F .Q i ATTIC p O m 4 C9 G I DOUBLE-HUNG TW2032 2'-2 3'-4 �" 2'-I 3'-4 �" © 4.21J 2.48 EXIST. HOT I J +J 0 4-J � HEATER Q -- - — 65 CRAWL SPACE --- C N O .. WATER D 2 DOUBLE-HUNG TW24210 2'-6 �" 5'-O a" 2'-5 r 3'-O �" 4.5 2.6 EXIST. AIR -� Q d O HALL. CLOSET E 2 AWNING A21 :2'-0 � 2 O � � 2-O � 2-O � U 2.6 O.�i � _ �� I� 51DELIGHfT AG Q REAR SIDE OF F IF 2 FWSLI'768 I -7 b 8 16 6-7 4.58 GONDENSOR _ J HOUSE- r1 1 TRAN50tM CN. A PLIA CES F I REPLACE INSERT LIVING ROOM MAJESTIC 1 , b BURNER GE T RANGE -�' [J�-- =F__ KITCHEN CAFE U DRYE LAUNDRY TBD VJ n 1 D DOOR MATERIAL J • - FIRE RATING + TAG DESCRIPTION MANUFACTURER p 0 45 MIN. RATED NOTES WIDTH HEIGHT O F Q SELF-CLOSING U I FIRST FLOOR 101 __�F_ SINGLE SWING THERMATRU 3'-O" b'-8" I . i t . �F GLASS W/ FINISH CHART (EXTERIOR) �u 9RILLE5 - 102 —IF—BARN DOOR JELD-WEN 5'-O" 6'-8" ' • �I� STYLE Q f II tt--III 103 POCKET JELD-WEN 2-4 6-8 • I LOCATION DETAIL 104 2 PANEL SLIDERS ANDERSEN 6'-O" 6'-8" �� • E=F WG6080R MATERIAL SIZE FINISH COLOR (EXTERIOR --- - - - 105 (CLOSET)__]FSINGLE SWING JELD-WEN I'-b" 6'-8" • � INTERIOR 106 51NGLE 5WING JELD-WEN 2'-b" b'-8" 7 — - WINDOW TRIM GARDEN 5TATE .411 TBD WHITE ALL WINDOWS FLAT f LUMBER - - 107 SINGLE 5WING JELD-WEN 2'-4" 6'-8" • GARDEN STATE i DOOR TRIM LUMBER 4 MGG575 MGG5-15 ALL DOORS FLAT N L 108 SINGLE 5WING JELD-WEN 2'-6" 6'_5" • WINDOW SILLS WOOD TBD TBD WHITE ALL WINDOWS FLAT O_ loci POCKET (CLOSET) JELD-WEN 2'-4" b'-8" • BASE MOU D NG WOOD TBD TBD TBD ALL ROOM; NO TBD w 0 L BATHROOMS uw 110 SINGLE 5WING JELD-WEN 2'-6" 6'-8" �I GROWN GARDEN STATE a III BI-FOLD (CLOSET) JELD-WEN -8° • J MOULDING LUMBER TBD DGR814 DGR814 BEDROOMS ONLY TBD W �I� WALL FINISHES Z o 112 SINGLE SWING JELD-WEN I 2-4 6-8 171 .ERA o o a o J FLOORING LEGNO/NUEVO 6" SAND DUNE SAND DUNE ALL NEW E �E � 0 Q FLOORING w 115 POCKET (CLOSET) JELD-WEN 2-4 6-8 101 �I > o ILL����JJI__J GLASSIGO woo 04 U N N H 114 PANEL NEL SLIDERS JELD-WEN 4'-O" b'-8" • - CEILING -17 E(CLOSET) FIREPLACE w O EL MANT c� ui z a' EXTERIORLu = Lu z v - -- ASPHALT MI551ON v w ROOFING SHINGLE MISSION BROWN BROWN ALL NEW ROOFING — z 11J Via z 2 CL w JAMES HARDIE 5" M m L o SIDING LAP SIDING EXPOSURE COBBLESTONE COBBLESTONE SEE ELEVATIONS 0 w w Q cc ___1ECOLUMNS PERMAGAST IOXIO BROWN OAK BROWN OAK to cc u Li l \ \ J= KING TIMBERTEGH 5 X 12, I6, BROWN OAK BROWN K DEG OA 20 a � 0,14 o � � STAIRS TBD �E �E RAILING �F TIMBERTEGH IMPRES51ON PROJECT: RAIL EXPRE55 FASCIA__7FTBD ---- -� B RAD FO R D SKIRT TBD -� R E N OVATI O N JAMES HARDIE LAP SIDING 5" CIMNEYH EXPOSURE COBBLESTONE COBBLESTONE DEGFORAHIVE TBD Ll F 3980 BAY SHORE RD, WINDOW TRIM77 TBD GREENPORT, 11944 WINDOW SILL TBD DRAWING TITLE: WINDOW TBD �— PROPOSED WINDOWS & DOORS GROWN DOOR TRIM TBD PROPOSED MECH. CHART PATHWAY NIGOLOGK NATURAL CLEFT YORK BROWN PROPOSED FINISHES CHART I FLAG5TONE PAGE: A-105m0l DATE: 01/15/26 9 OF 15 A\ I BUILDING SECTION NOTES a ROOFING NOTE (TYP.): Q O EXISTING ROOF 5TRUCTURE TO REMAIN AND MEET O THE MINIMUM 5TAN7)ARD5 BELOW Lu I. INSTALL NEW CEDAR SHAKE ROOFING. Lu 2.ICE AND WATER SHIELD FROM FASCIA UP TO 24" F''ROM cu IN51DE FACE OF STUD WALL AND AT VALLEYS J 5.(1) LAYER OF 15# BUILDING FELT UNDERLAYMENT(OR Cy) EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS IFOR Q +t N PITCHES FROM 2:12 TO 4:12, OVER II C Ll) 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) O m S. GAP SHINGLE OVER RIDGE S HIPS (AS REO'D) 6.PROVIDE RIDGE VENT (AS REQ'D) — } C0'7. FLASH ALL VALLEYS IX 8.INSTALL DRIP ED E AS REO'D Z 9. INSTALL ALL AS PER MANU. SPEC.'s O c: N w a co I-� O TYPICAL ROOF $ CEILING CONSTRUCTION: C 2 X :3 N • NEW ROOFING AS NOTED R FLAN45 • I/2" GDX PLYWD SHEATHING (E3LOGKING ® ALL PL`r(WD O O O a--r EXIST. RIDGE HEIGHT .- ---------------- DG - - -- - - — - ELEV. +16.2 4-J O � SEAMS) O N C73 • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OWER Q 0 a 2 0 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.iN.) `- • R-49 BATT INSULATION (EXISTING INSULATION IN CEILING JOISTS TO BE REMOVED) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES AIR X. A TIG HAh L R PKc,P05 D O NEW EXTERIOR T7�WALL CONSUGTION (IYP.): k 11 T • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON 'r'YurY� —ij --- -- • 1/211 GDX PLYWD. SHEATHING (BLOCKING ® ALL PLIYWD EXIST. PROPOSED 5EAM5) UPON --,,— • 2"xb" STUDS ® 16' O.G. w/DBL. TOP PLATE BEDROOM 2 HALLWAY • MIN. R-21 BAIT INSULATION 1 , • 5/8" GYPSUM BD. WALL FINISH T EXISTING 2X4 EXTERIOR HALLS (WHERE APPLICABLE;):_ ` MIN. R-15 CAVITY BATT INSULATION 3 ` n 1 R-5 CONTINUOUS RIGID INSULATION a o KITCHEN (D 4a— 0 0 o e ® • - i NEW 51DINC NOTE (TYP.): DV 00 0 �o • I. INSTALL NEW SIDING AS PER ELEVATIONS UPON O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON EXIST. FIRST FINISHED FLOG 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY ELEV. +2.5' 5. PROM E ALL NECESSARY TRIM FOR PROPER INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION HA1LL OTYPICAL FLOOR CONSTRUCTION: BASELINE (AVERAGE GRADE) -- — EXISTUNG FLOOR STRUCTURE TO REMAIN AND MEET THE ELEV. +0.0' MINIMUM STANDARDS BELOH ON cm I. FINISH FLOORING TO SELECT "r Q 2. 5/4" TEG GDX PLYHD. SUBFLOOR GLUED 0 SCRENVED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' 1N5iTALL BASEMENT FINISHED FLOOR 'X' BRACE ® MIDSPAN ELEV. -55 ------------- 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FL=R AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JCOIST5 Lu SEOT I ON I -I/A-501 SCALE: 1/4" = I'-O" W o IC) w 0 d V) w = F- D ZO ova O oWa o > o U E 04 go IN- NN0 33W C) C7 O zaQ Z J 2 V U U Z J w 3 w Li V Q w Z w 0IL LLJ C] O Lu aV C] w V dLi W Q I N N in : PROJECT: --- --__— A I R — — _ - - - - - - _ _ � 6 -HAND BRADFORD - o PROPOSED \ ❑oo❑ DIoO BATHROOM RENOVATION I I o I� 0o 3980 BAY SHORE RD, m 3 GREENPORT, 11944 0 EX. 5 Op ~� DRAWING TITLE: HALLWAY AUNDR --- --- -- - ------- -- - - I I -- --- BUILDING SECTIONS d PAGE: LLJ A-30loOl DATE: 01/15/26 12 OF 15 SECTION 2-2/A-501 y A, SCALE: 1/4" = P-0" 03 qq L� OF I i GENERAL S*Nr��50L E�%r : EXISTING TO BE DEMOLI5HE NEW PARTIAL HEIGHT D — � WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) ui EXISTING TO REMAIN � W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) G cY) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL Q CV WOOD FRAME (L.G. 5TL. POST POST FOR 4 WALLS O Z 2 WHEN APPLICABLE) (MIN. (2) xb STRUCTURAL P05T FOR 6" WALLS), U.O.N. — O NEW 2-HR FIRE RATED z L � � WOOD FRAME (L.G. 5TL. 0 c N O WHEN APPLICABLE) ca X U N p O O +�-+ .� 0 CV c O cu Q a: O W - s it ^ II (2) 2x12_iP.T. DRP. 61RDER I e 12 2x12" P.T. DRP. 61RDER I�I ( ) (a) X. NQ + a U — F----1 1 1(5) 2x12" P.T. DRP. GIRDER (5) 2x12" P.T. DRP. CIRFER I 9 nv 1J W eJ 0 X I '-1 — — � (2)� II •�.• �i ,, U iv= 1.5" x 9.5" LVL HDR PR D BL JO T5 — P DWDE OU E IS LO TI F BE W LE LO A O — 0 Cs U =0 0 w ,a 2 � o N_ x0 LL. w Z:a Lu (Lm= = C I, — — (3) L'15_x le," PLUSH LVL HDR k — — a N N Zxz A N (4) POST > o Q c0 — — — 2 Q.5 LVL FLUSH 61RDER — _ I LLJ TO HDR. TO HDR. W O O (ej In d _ _ I E N O N GONG. FTC. W/51MP. _ p w O J HOLE, BEAM SEAT I — �� O SM/GO� Q Z �- — — — — — — — — — SM/GO F f w � u� ,•I O ROP. W z u - G . - w o l l I L — J I dJ ry o I 5M/Go F - W o g a o o WIC w — I ® C � PROP O = � -i o x ® I I I I I ® ,J x p �j � c) IL LL w Q w I I I UxJ Lo (o vi I I I I I I .I • I � I � Ir I a I II n I - � I ( o � a• L - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - iIZi�12Z - - -. J - - - - - - - — PROJECT: — — — O a w 5/4" PLY OUT CURVE D au I Xyy BRADFORD � (2) 2x10 P.T. DRP�6IRDER I Q PROV. 2x6 BLOGKIN6 BTW PLY I 0 a 0•G• X RENOVATION ° 3980 BAY SHORE RD, � I GREENPORT, 11944 I DRAWING TITLE: PROPOSED STRUCTURAL PLAN I I PAGE: I -101.. 01. I DATE: 01/15/26 13 OF 15 i FROPOSEI7 FOUNrl )ATION STRUOTURAL PLAN FROFOSF-1D FIRST FLOOR STRUCTURAL PLAN DA SCALE: 1/4" i 0ENE AL EN'r000 : NEW PARTIAL HEIGHT a EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) uj EXISTING TO REMAIN W NEW WOOD FRAME (L. . NEW FOUNDATION WALLcu 5TL. WHEN APPLICABLE) G J C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q N c �� POST FOR 4" WALLS WOOD FRAME (L.G. 5TL.. WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED .L z WOOD FRAME (L.O. 5TL.. O C fV O WHEN APPLICABLE) ca X U N p O O � � 0m .� � C N O W ..J U •— U D 4-J m • - -c + U Q •— CL Q� 0 aN I 0 � LL w0 C) W p a in w = p pO z QNW ti ' a OWuj Q (D - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II ----= —_ W O N II II II II II II II II II II II II II II II II II II II II II II II I ____ _ 0 II II II II li II II II II II II II II II I II II II II II II II II II III =_� -- __ - a a�o 0 II li II II II II II II II II II li II II I' II II II II II II II II II III -_ Z �ILu IQ Z II ;I II II II II II II II II II II II II II II II II II II II II II II �� I 0 —��! _ = �_= � �I� w II it II II II II II II II II II II II II II II II II li II I ,,^ - Z W II II II o 0 z W < z II II II II II II II II II II II II II II II II II II II II II I _ - - - V) AAND�eRi I III - = D- _- °0- (L ~ W OW V p W Q II II II II II II II II II II II II II II II II II II II II II II II III _+ N co — — — -- W cn- t 1 — — — — — — -- - II II II II II II II II II II II II II II II II II II II II II II II II K �- � _ � � II II II II II II II � II II II II II II II II II II II II II II I ry - - =- PROTECT: � � 'L �i II II II II II II III II II II II II II II II II II II II II II II � I '" — _ _ ,; II II II II II II II III II II II II II II II II II II II II II II I _ - - - - - — I BRADFORD II II II II II II II �'II II II II II II II II II II II II II !I II I � I RENOVATION + ® II II II II II II II + ®I II II II II II II II II II II II II II II I --- _ --- -®= _ -- — =--- - 3980 BAY SHORE RD, II II II II II II II II II II II II II II II II II II II II II II I �_ --- _ - GREENPORT, 11944 II II II II II II II II II II II II II II II II II II II II II II I -� max_ _ _ — - — =A - -- - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: L - - - - - - - - - - - - - - - - - - _- - - - — - -- — — - _—=_-•— — ��-= - - --- - - - - - - - - - - - - - - - - - z= - - - - - - - - - - - - - - - - - - PROPOSED STRUCTURALLAN 0 PAGE: PROPOSED ATTIO STRUCTURAL PLAN FROPOSE-P ROOF STRUCTURAL PLAN -102 . SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" DATE: 01/15/26 14 OF 15 �D� G. 4-1 OF 4 '� t i Q 0 LJ LLI cc c) Q +_' N � .0 O = � v L 0 0 N z O ' Lr)cu � �' c: X N g O 0 U C NO O cc 4 ALQF W Q LUMBING ORK A a SHALL CONFORM TO �-- LOCAL PLUMBING CODE Q4z Im.V�N W FULL BATH FULL BATH I HALF BATH LAUNDRY KITCHEN I, LEGEND �I �------� 50 SUPPLY v' ` COLD I SUPPLY PROVIDE "ABESGO FP200 FR L = j.3z j� � * EXPANDING FOAM (OR EQUAL)p2 $ $IAT ALL PENETRATIONS IN FIREU I _ U Q RATED WALLS AND I I= 5HOWER I - l iv m N NI `c I �_ c�vl :N 1 c�v I �_ N I I� NI ��(v O4I FLOOR5/CEILING5. PRODUCT r I I .N TUB -�V I I - -I I WASHER - DW CONFORMS TO A5TM E 514, ) 1-' ----i----------------1 '--- 1=------- -i --L' -- I----- - A5TM E 84, AND UL 14?Q L_.._.._..L.._.._.._l._.._.._.._.._.._..1.._.._. 7.......--..1.._.._.._.._. _.._. S._.._1 r1.—.._.._.._.._.._.._..�_.._.._..L.. _.._.. I CONNECT TO $ V EXIST. WATER j • I_ SUPPLY SYSTEM TO PRIVATE W I WELL� Q N U �3 NOTE. O ALL PLUMBING 4 FUEL GAS WORK SHALL CONFORM Q ui PLUMB I NO RISER - SUFFLY � TO LOCAL � PLUMBING CODE $ O d NEW FURNACE FUEL GAS _ SCALE: NT5 w o L) w p ain uj _ m � PIPING PENETRATIONS: Z O I. PROVIDE "ABE5CO FP200 FR Q N LIVING ROOM KITCHEN EXPANDING FOAM" (OR EQUAL) w Oh O AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. O w Q 2.PRODUCT CONFORMS TO A5TM E W O O (dj O 6 FIREPLACE 514, ASTM E 54,AND UL I4'1q04 o V) t/ F- W O0 _ VERIFY 51ZE U Z Z IL Q VERIFY SIZE - RANGE w/MANU. Lu = wa V U WI/MANU. J c� Z w m m r w v a w Lu Wiguj ~ W 6A5 SUPPLY 00 LU m - p U a. 11: w Q 4" FRESH AIR VENT L J1L THROUGH ROOF N N I � 0 Lu I 3'I PROVIDE "ABE5CO FP200 FR U I EXPANDING FOAM" (OR EQUAL) PROJECT: U I AT ALL PENETRATIONS IN FIRE k I RATED WALLS AND B R A D F O R D I FLOORS/GEILIN65. PRODUCT Q CONFORMS TO ASTM E 514, I ASTM E 54, AND UL 14"14 RENOVATION I I I I 3980 BAY SHORE RD FULL BATH FULL BATH HALF BATH ___?" ____ 2" KITCHEN CAS RISER - SUPPLY' GREENPORT 11944 r----- —T-----,---T----- ----r— -�— � NOTE: , ALL PLUMBING WORK I I I I I I I i LAUNDRY SHALL CONFORM TO SCALE: NT5 I I I I I I I I I i 2 LOCAL PLUMBING GORE DRAWING TITLE: � I I I I 2"I 2" I 2 1 2 1 1 2"I 2„� I 1 1 3 1 GLEAN OUT I 1 1 2" 1 1211 i " AS REOV MBING RISER DIAGRAMS GAS RISER DIAGRAM IL I 7,1 1 PROVIDE F.A.I. 1_ , I 1 14, ISHOWER 1_ , 1 211 1_ 1 TUB 1 WASHER DW 2 3" 2 -3° _ PAGE: G.O. G.O. .411 N G HOUSE P-1® ISO MAIN DRAIN .O. lu v 4" TO SEPTIC SYSTEM DATE: 01/15/26 15 OF 15 U �L.UM�11�C RISER r7)RA I N / NA5TF / VENT �� SCALE: NT5 '' y? I