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HomeMy WebLinkAboutBP20-039W ) -797(p EST. COST O FEE. ✓CO # O -' FE TCO # FEE DATE SP S Z�20 FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING ED RGH PLUMBING GAS _"- SPRINKLER _-- ELECTRIC ED LOW -VOLT O ALARM --" AS BUILT 0 FINAL V OTHER APPROVALS ARB BOT PB ZBA DOCUMENT HISTORY IREv#I DATE IPURPOSE : m a IN :4 iv 14 NMI] 4AN 1. REPLACE EXISTING WOOD DECK WITH NEW COMPOSITE DECK. APPROXIMATELY 19'-5" X 19'-4" r - 2015 INTERNATIONAL RESIDENTIAL CODE - 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT - 2015 INTERNATIONAL EXISTING BUILDING CODE - 2015 ENERGY CONSERVATION CONSTRUCTION CODE - ICC / ANSI A117.1 - 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CODE. -2015 INTERNATIONAL ENERGY CONSERVATION CODE -2013 ASHRAE 90.1 -2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (Revised August 2016) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 IRC AS AMENDED BY THE NYS 2017 UNIFORM CODE SUPPLEMENT & 2016 IECC AS AMENDED BY THE NYS 2016 ENERGY CODE SUPPLEMENT AND LOCAL JURISDICTION & FIRE DEPARTMENT REGULATIONS, T-1.0 TITLE SHEET G-1.0 GENERAL NOTES, SYMBOLS & ABBREVIATIONS t DEMOLITION DECK PLAN, PROPOSED DECK PLAN AND FRAMING TYPICAL SECTION 4 El DEPARTMENT 11.25.19 ISSUED FOR BUILDING PERMIT NOTE: 1. VERIFY ALL CONDITIONS IN FIELD. CT�= NEW CONSTRUCTION EXISTING CONSTRUCTION ARCHITECT. EMILIA FERRI ARCHITECTURE + DESIGN 42 N. MAIN STREET, 2ND FLOOR PORT CHESTER, NY 10573 c: 203.545.7761 o: 914.305.6210 f: 203.813.3860 emilia@emiliaferridesign.com Certificate of Authorization Signature and Seal Professional License Number CT: 0011978 NY:033560 Project: 233 TREE TOP CRESCENT RYE BROOK, 10573 Sheet Title TITLE SHEET scaie NT5 I EF Drawn 2019.019Project 0 T=1 v0 0 Emilia Ferri Architecture + Design, LLC All Rights Reserved. T1 471 F-Axt i & - AND F.A.1 - FRESH AIR INTAKE ADJ - ADJACENT F.D. - FLOOR DRAIN AFF - ABOVE FINISH FLOOR FIN - FINISH ALUM - ALUMINUM FIXT - FIXTURE ALT - ALTERNATE FL/FLR - FLOOR APPROX - APPROXIMATE FTG _ FOOTING ARCH - ARCHITECTURAL AVG - AVERAGE F.P. - FIRE PROOF FT - FOOT OR FEET BLDG - BUILDING GALV - G.0 - GALVANIZED GENERAL CONSTRUCTION BLK - BLOCK GEN - GENERAL G.F.I. - GROUND FAULT INTERRUPTER CLG CEILING GL GYP. BD - GLASS GYPSUM BOARD CFM CUBIC FEET PER MINUTE GYP. FB - GYPSUM FIBERBOARD CA - CEILING HEIGHT C.J. - CONTROL JOINT H.B. - HOSE BIB CL = CENTER LINE H-CONTR - HEATING, VENTING, AND AIR CLOS CLOSET CONDITIONING CONTRACTOR C.0 - CLEAN OUT H.0 - HOLLOW CORE COL - COLUMN HD - HEAD CONC - CONCRETE CONST - CONSTRUCTION CONT - CONTINUOUS INT - INTERIOR CONTR - CONTRACTOR INSUL - INSULATION CT - CERAMIC TILE IN - INCH DIA - DIAMETER KIT - KITCHEN DEG - DEGREE DEMO - DEMOLITION LAV - LAVATORY D.H. - DIM - DOUBLE HUNG DIMENSION LBS/# - L.C.0 - POUNDS LEAD COATED COPPER DN - DOWN LDR - LEADER DR - DOOR LF - LINEAR FEET DWG - DRAWING MAX - MAXIMUM EA - EACH MAT - MATERIAL E-CONSR. - ELECTRICAL CONTRACTOR M- MINN - MECHANICAL MINIMUM E.F. - EXHAUST FAN MISC - MISCELLANEOUS E.J - EXPANSION JOINT MO - MASONRY OPENING EQ MS - MARBLE SADDLE - ELECTRICAL MTL - METAL EUELEV - ELEVATION ENCL. - ENCLOSURE N - NORTH ENTR. - EQUIP - ENTRANCE EQUIPMENT N/A - NOT APPLICABLE ETC - AND SO FORTH N.T.S - NOT TO SCALE EXIST - EXISTING EXP - EXPANSION OC - ON CENTER EXT - EXTERIOR OH - OVERHEAD OPNG OPENING MATERIAL LEGEND i H 0 D1 1 4 2 3 DETAIL NO. xx DWG. NO. x X X X X CONCRETE CONCRETE MASONRY UNITS BRICK METALS COMPACTED GRAVEL EARTH/UNDISTURBED SOIL DUPLEX RECEPTICAL OUTLET W OUTLET FOR WASHER D OUTLET FOR DRYER RANGE OUTLET Z) EXHAUST FAN TELEPHONE JACK TELEVISION JACK/ CABLE L/) DATA JACK WINDOW TYPE (SEE SCHEDULE) DOOR NUMBER (SEE SCHEDULE) INTERIOR WALL ELEVATION NUMBERS JT4 T1410[Mr-101 WALL TYPE EXTERIOR ELEVATIONS BUILDING/WALL SECTION WALL SECTION uJ - EMERGENCY SWITCH _ SWITCH "} 3 - WAY SWITCH _692'r 4 - SWITCH OVERHEAD DOOR OPERATOR OVERHEAD DOOR PUSH BUTTON PILOT LIGHT SMOKE DETECTOR AC/DC C D CARBON MONOXIDE DETECTOR AC/DC FLOOR MOUNTED TELEPHONE JACK ® FLOOR MOUNTED DUPLEX OUTLET PART - PARTIAL P-CONSR - PLUMBING CONTRACTOR PB - PANEL BOX PLUMB - PLUMBING PLYWOOD- PLYWOOD PNT - PAINT PREFAB - PREFABRICATED PSI - POUNDS PER SQUARE INCH P.T. - PRESSURE TREATED P.W. - PICTURE WINDOW R - RISER/RADIUS REINF - REINFORCED REQ'D - REQUIRED RO - ROUGH OPENING RM - ROOM S - SINK S.B.O. - SELECTED BY OWNER SCHED - SCHEDULE SO - SMOKE DETECTOR SECT - SECTION FOOT SF - SQQUARE Sim - SIMILAR SQ FT - SQUARE FEET SS - STAINLESS STEEL STD - STANDARD STL - STEEL STOR - STORAGE STRUCT - STRUCTURAL T - TREAD/701LET TCP - TEMPERATURE CONTROL PANEL TEMP - TEMPERED T'STAT - THERMOSTAT TYP - TYPICAL UNFIN - UNFINISHED V.I.F VERIFY IN FIELD W/ - WITH W.C. - WATER CLOSET WD - WOOD W.P. - WATERPROOF WTR - WATER W.W.F. - WELDED WIRE FABRIC W.W.M. - WELDED WIRE MESH PARTICLE BOARD CONTINUOUS WOOD FRAMING THROUGH MEMBER. r •�r BATT INSULATION NEW PARTITION (INDICATES PARTITION TYPE) REFERENCE POINT INDICATES HIDDEN LINE - ABOVE, BELOW, BEHIND OR ITEMS TO BE REMOVED CENTERLINE OR N.I.C. EXISTING CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION EQUIPMENT TYPE (SEE SCHEDULE) BEAM NUMBER (SEE SCHEDULE) CEILING MOUNTED LIGHT MOUNTED HojWALL ' LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE CEILING FAN WITH LIGHT TELEPHONE JACK SURFACE MOUNTED BATHROOM OVERHEAD CEILING HEATER HANGING PENDANT LIGHTING LINEAR LIGHT RECESSED LIGHT /T EMERGENCY EXIT SIGN Ky L_I COMBINATION EGRESS & L_I EMERGENCY LIGHTING FIXTURE SPRINKLER HEAD 2X4 FLUORESCENT LIGHT 2X2 FLUORESCENT LIGHT 1. ARCHITECT IS NOT CONTRACTED FOR SUPERVISION AND IS NOT RESPONSIBLE FOR METHODS OF CONSTRUCTION OR MATERIALS USED. 2. ALL SITE MEASUREMENTS SHALL BE VERIFIED AND COORDINATED WITH ALL TRADES IN FIELD. 3. ALL FIXTURES, FURNITURE AND EQUIPMENT SHALL BE SELECTED AND PROVIDED BY OWNER. 4. ALL CUSTOM MILLWORK AND CABINETRY SHALL MEASURED AND FIELD VERIFIED, FINISH AND STYLE SHALL BE SELECTED BY OWNER. 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE IN WHICH THE PROJECT RESIDES AND INTERNATIONAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 6. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING AGENCIES. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 10. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 11. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANAGEMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 13. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (MECHANICAL, PLUMBING, ELECTRICAL, ETC.). 14. MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. 15. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 16. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 17. THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGN -OFFS AS REQUIRED. 18. ALL WORK SHALL CONFORM TO ALL CODES HAVING JURISDICTION, WHERE CONFLICTS OF/OR BETWEEN CODES OCCUR, THE MORE STRINGENT CODE SHALL SUPERSEDE ALL OTHERS. 19. USE ONLY NEW MATERIALS WITHOUT DEFECTS. 20. EACH CONTRACTOR AND/OR SUB -CONTRACTOR SHALL COORDINATE HIS OWN WORK WITH OTHER TRADES. 21. DISCREPANCIES AND OMISSIONS ON DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER IN WRITING FOR CLARIFICATION. 22. ALL CONTRACTORS AND/OR SUB -CONTRACTORS ARE TO USE THE APPROVED STANDARDS: A.I.S.C., FEDERAL, U.S., ETC., AND THE HIGHEST STANDARDS OF THEIR TRADES. ALL CONSTRUCTION SHALL BE PERFORMED TO THESE STANDARDS. 23. SET ALL WORK STRAIGHT, PLUMB, AND LEVEL OR WITH INDICATED SLOPE. 24. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH. AT THE COMPLETION OF WORK, HE SHALL REMOVE FROM THE PREMISES ALL RUBBISH, IMPLEMENTS AND SURPLUS MATERIALS; AND LEAVE THE JOB IN A "BROOM CLEAN" CONDITION 25. NO WORK TO COMMENCE UNTIL APPROVAL IS OBTAINED FROM LOCAL BUILDING AND DEPT. OF PLANNING AND ZONING; AND ALL NECESSARY PERMITS HAVE BEEN SECURED. 26. THE ARCHITECT OR ENGINEER ARE TO BE NOTIFIED A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO ANY INSPECTIONS. 27. ALL PROPERTY AND SURFACES DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR OR SUB -CONTRACTORS OR THEIR WORK FORCE SHALL BE REPAIRED TO MATCH THE SURROUNDING SURFACES OR ORIGINAL CONDITIONS TO THE SATISFACTION OF THE OWNER AND ARCHITECT OR ENGINEER. 28. ANY DEVIATION FROM THESE PLANS SHALL CAUSE THE WORK TO CEASE IN THE AFFECTED AREA UNTIL THE CHANGE HAS BEEN APPROVED BY THE ARCHITECT OR ENGINEER. 29. THESE DRAWINGS AND SPECIFICATIONS ARE VALID ONLY IF THEY BEAR THE IMPRESSED SEAL AND ORIGINAL SIGNATURE OF THE ARCHITECT OR ENGINEER WHOSE NAME APPEARS HEREON. 30. ANY UNAUTHORIZED ALTERATION OF OR ADDITION TO THESE DRAWINGS IS A VIOLATION TO THE ARCHITECTS CONTRACT AND SHALL BE NOTIFIED ONLY IN WRITING, SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER. 31. ALL PREPARATION AND PAINTING WORK SHALL BE OF FIRST QUALITY WORKMANSHIP AND ONLY SKILLED MECHANICS WILL BE EMPLOYED. 32. ALL GLASS IN EXTERIOR WALLS SHALL BE INSULATED GLASS (DOUBLE GLAZED). 33. ALL DOORS AND WINDOWS IN EXTERIOR WALLS SHALL BE WEATHER-STRIPPED. 34. ALL CONCRETE TO BE MINIMUM OF 3,000 P.S.I. (CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS). 35. ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE AND BELIEF, DRAWINGS AND SPECIFICATIONS COMPLY WITH ALL LOCAL CODES. 36. ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION AND/OR INSPECTION OF CONSTRUCTION OR THE SAFETY OF THE CONSTRUCTION SITE. THE ARCHITECT OR HIS AGENTS SHALL BE ALLOWED FREE ACCESS TO THE CONSTRUCTION SITE AND/OR PROJECT. 37. ALL ORIGINAL CONSTRUCTION DOCUMENTS, PHOTOGRAPHS, SKETCHES AND ESTIMATES SHALL REMAIN THE PROPERTY OF THE ARCHITECT AND SHALL BE CONSIDERED AS INSTRUMENTS OF THE SERVICES RENDERED WHETHER THEY WERE EXECUTED OR NOT. 38. ANY MODIFICATION OR REPRODUCTION OF. THESE PLANS OR SPECIFICATIONS FOR USES OTHER THAN THE INTENDED PROJECT IS STRICTLY FORBIDDEN WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT. 39. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE, COLLAPSE, DISTORTIONS, AND MISALIGNMENTS ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 40. ALL TILE ON BATHROOM WALLS SHALL BE INSTALLED OVER 1/2" CEMENT BOARD (WONDER BOARD) AND ALL OTHER WALL SURFACES SHALL HAVE 1/2" (GREEN BOARD) WATER RESISTANT GYPSUM BOARD. 41. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR GRADE #2 OR BETTER AND HAVE A MINIMUM OF F'B 1200 PSI, 42. ALL JOISTS SHALL BE DOUBLED UNDER ALL PARALLEL WALLS ABOVE AND BLOCKED SOLID UNDER ALL WALLS PERPENDICULAR TO THE JOISTS.BRIDGING SHALL BE INSTALLED ON ALL JOIST SPANS EXCEEDING 10'-0" AT MID -SPAN AND AT 3RD POINTS OF SPANS EXCEEDING 17'-0". BRIDGING SHALL BE INSTALLED. 43. ALL WOOD MATERIALS AND FLOOR SYSTEMS PLACED CONCRETE SLABS ON GRADE OR CONCRETE PIERS SHALL BE CONSTRUCTED WITH PRESSURE TREATED LUMBER IN ACCORDANCE WITH ATIC, AND SHALL BE CAULKED AT THE SLAB TO PREVENT AIR PENETRATION. 44. ALL FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 1.5 TONS PSF. WHERE FOOTING BEAR ON ROCK FOOTINGS SHALL BE LEVEL AND 1/2" DIAMETER STEEL DOWELS INSERTED INTO THE ROCK 24" ON CENTER, 8" DEEP UNLESS SPECIFIED OTHERWISE AND SECURED WITH NON -SHRINKING GROUT. 45. THE BOTTOM OF ALL FOOTINGS TO BE A MINIMUM OF T-6" BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. IF STEP FOOTINGS ARE REQUIRED, STEPS SHOULD NOT EXCEED 16" RISE PER 48" RUN. 46. SLOPE ALL GRADES AWAY FROM THE BUILDING. 1/4": 12" MINIMUM PITCH FDR GRASS AREAS AND 1 /8": 12" MINIMUM PITCH FOR SMOOTH FINISHED PAVED AREAS. HANDICAP ACCESSIBLE GRADES SHALL NOT EXCEED 1 ": 12" PITCH. 47. ALL METAL CONNECTORS, PLATES, NAILS, BOLTS, SCREWS, ETC. SPECIFIED FOR CONSTRUCTION SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, NOSUBSTITUTION IS PERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION BY ARCHITECT. 48. ALL COMPOSITE WOOD PRODUCTS, LE: WOOD i-BEAMS, MICROLAMS, PARALLAMS, GLU-LAMS AND/OR STRESS SKIN INSULATED PANELS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NO SUBSTITUTION IS PERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION BY ARCHITECT. DO NOT LEAVE THE ABOVE WOOD PRODUCTS OUTSIDE -UNPROTECTED FROM THE ELEMENTS. 49. ANY CONTRACTOR INSTALLING CONSTRUCTION MATERIAL NOT IN ACCORDANCE WITH MATERIAL MANUFACTURER'S SPECIFICATIONS, COMMON TRADE PRACTICES OR IN ACCORDANCE WITH ARCHITECTS CONSTRUCTION DOCUMENTS SHALL BE RESPONSIBLE FOR REMOVAL OF INCORRECTLY INSTALLED MATERIAL AND CORRECT RE -INSTALLATION AT THEIR COST UNLESS AGREED TO OTHERWISE BY OWNER AND ARCHITECT. 50. BOILER SHALL HAVE A LOW WATER SHUT OFF VALVE. 51. KITCHEN RANGE HOCD MUST HAVE A BACK DRAFT DAMPER. 52. FLASHING SHALL BE CORROSIVE -RESISTIVE AND LOCATED AT THE TOP OF ALL EXTERIOR WINDOWS AND DOORS AND INTERSECTION OF CHIMNEY. 53. EXTERIOR PARTITIONS ARE TYPICALLY 2X6'S AT 16"ON CENTER, UNLESS NOTE OTHERWISE. 54. HEADER SCHEDULE: INTERIOR (2) 2X10'S (UP TO 4'-0" OPENINGS). EXTERIOR (3) 2X10'S (UP TO V-0" OPENINGS). 55. PLYWOOD SHEATHING FOR EXTERIOR WALLS AND ROOF SHALL BE CDX EXPOSURE #1 WITH EXTERIOR GLUE AS GRADED BYAMERICAN PLYWOOD ASSOCIATION (APA). PLYWOOD THICKNESS TO BE AS SHOWN ON THE DRAWINGS. 56. FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE, "STURD-L-FLOOR" EXPOSURE #1 PLYWOOD AS GRADED BY APA. ALL FLOORS PLYWOOD TO BE GLUED AND NAILED AS PER MANUFACTURER INSTRUCTIONS. EXCEPT, AT AREAS TO RECEIVE CERAMIC TILE, GLUE AND SCREW T&G PLYWOOD SUB -FLOOR. 57. LATERAL BRACING: AT FLOOR FRAMING PROVIDE 1X3 CROSS -BRACING OR SOLID BLOCKING AT MID SPAN OF JOISTS UP TO 15'-0", AT ONE-THIRD POINTS (2 ROWS) AT JOIST SPANS OF GREATER THAN 16-0". 58. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS. 59. PROVIDE 1 ROW OF SOLID BLOCKING (STAGGERED AND END NAILED) AT MID SPAN OF ALL PARTITIONS 9'-0" IN HEIGHT OR GREATER. 60. PROVIDE SOLID BLOCKING FOR FIRE -STOPPING AT FLOOR LINES. 61. PROVIDE SOLID BLOCKING BELOW ALL BEAMS AND HEADERS. 62. EXTERIOR LUMBER: ALL EXTERIOR CONSTRUCTIONS, INCLUDING DECKS, SHALL UTILIZE "PRESSURE TREATED" LUMBER. 63. ALL JOIST HANGERS, HURRICANE CLIPS AND OTHER CONNECTORS TO BE MINIMUM 18 GAUGE, ZINC COATED STEEL, SIZED AS REQUIRED FOR MEMBER CONNECTED. 64. ALL NAILING SHALL CONFORM TO RECOMMENDED NAILING SCHEDULE OF CONNECTICUT STATE BUILDING CODE OR OTHER CONTROLLING JURISDICTION. 65. FRAMER IS TO PROVIDE SOLID WOOD TRIPLE 2X6 POSTS UNDER ALL WOOD BEAMS. POSTS ARE TO BEAR ON SOUND WOOD BLOCKING FOR DIRECT LOAD TO TRANSFER TO FOUNDATION. 66. INSTALL SKEWED METAL HANGERS AT ALL ANGLED BEAM CONNECTIONS. INSTALL METAL HIP/RIDGE CONNECTORS AT ALL RIDGE AND HIP JUNCTIONS. USE SIMPSON HANGERS OR EQUAL. 67. INSTALLATION OF ALL DOORS, WINDOWS, AND ALL OTHER BUILDING COMPONENTS IS TO BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION. 68, SITE ENGINEERING AND ALL MECHANICAL PLUMBING,ELETRICAL ENGINEERING ARE NOT INCLUDED IN THE PLANNING OF THESE DRAWINGS. 69. KITCHEN LAYOUT SHOWN ON THE DRAWINGS IS SCHEMATIC ONLY. FINAL APPLIANCE LOCATIONS AS AND CABINET SIZES / CONFIGURATIONS ARE TO BE APPROVED BY THE OWNER AND PROVIDED BY KITCHEN MANUFACTURER. 70. PROVIDE ONE (1) LAYER OF 5/8-FIRE RATED GYPSUM BOARD AT ALL GARAGE DEMISING PARTITIONS, CEILINGS AND BEAMS. 71. INSULATION: PROVIDE FIBERGLASS BATT INSULATION WITH INTEGRAL VAPOR BARRIER, INSTALLED AS PER MANUFACTURERS INSTRUCTIONS TO BE FOLLOWING LEVELS (UNLESS OTHERWISE INDICATED ON THE DRAWINGS): CONNECTICUT EXTERIOR WALLS: R-20 OR 13+5 TOP FLOOR CEILING: R-38 BASEMENT CEILING: R-30 CATHEDRAL CEILINGS: (AS PER DRAWINGS) NEW YORK EXTERIOR WALLS: R-19 TOP FLOOR CEILING: R-38 BASEMENT CEILING: R-30 CATHEDRAL CEILINGS: (AS PER DRAWINGS) DEMOLITION NOTES 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS. ALL WORK SHALL BE DONE CAREFULLY AND CARRIED OUT IN A SYSTEMATIC MANNER. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. THE CONTRACTOR SHALL REMOVE DEBRIS AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. 4. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS EITHER TEMPORARY SHORING OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE ADEQUATELY SUPPORT PORTIONS AFFECTED. 5. CONTRACTORS SHALL PROVIDE, ERECT, BRACE, SHORE, UNDERPIN, AND MAKE SAFE ALL WALLS, FLOORS, SIDEWALKS, FOOTINGS, FOUNDATIONS, AND ADJACENT PROPERTIES, AS THE JOB CONDITIONS REQUIRE AND AS REQUIRED BY DEPARTMENT OF BUILDINGS RULES AND REGULATIONS 6. BEFORE REMOVING DEBRIS OR PORTIONS THEREOF, CONTRACTOR SHALL DETERMINE THAT SUCH ARE NOT LOAD-BEARNING. IF PLANS CALL FOR REMOVAL OF ANY PARTS THAT ARE LOAD -BEARING, THE ARCHITECT OR ENGINEER IS TO BE IMMEDIATELY CONSULTED. 7. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES AND/ OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. STRUCTURAL NOTES 1. ALL STRUCTURE SHALL BE VERIFIED AND SIZED BY LICENSED STRUCTURAL ENGINEER. ALL INSPECTIONS SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADE WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. MECHANICAL NOTES 1. ALL NEW WORK SHALL BE DESIGNED AND COORDINATED BY OTHERS. 2. ALL EXISTING MECHANICAL SYSTEMS SHALL BE SITE VERIFIED. ALL NEW SYSTEMS SHALL BE SIZED AND DESIGNED BY LICENSED ENGINEER. ALL INSPECTIONS SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADE WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. ELECTRICAL NOTES 1. ALL NEW WORK SHALL BE DESIGNED AND COORDINATED BY OTHERS. 2. ALL ELECTRICAL NOTES SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. 3. ALL WORK SHALL CONFORM TO ALL CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT OF ALL INSPECTION CERTIFICATES. 5. ALL SMOKE, HEAT AND CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACK-UP. PLUMBING AND DRAINAGE NOTES 1. ALL NEW WORK SHALL BE DESIGNED AND COORDINATED BY OTHERS. 2. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ASSUMED FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO PLAN SHALL BE NECESSARY, BASED ON CONDITIONS UNCOVERED IN THE FIELD, IN ORDER TO INSTALL ALL FIXTURES, EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NYC BUILDING CODE. 4. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND REQUIRED SIGN -OFFS. 5. REMOVE OR RELOCATE ALL PLUMBING AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES AND SHALL BE PROPERLY CAPPED OR PLUGGED. 6. ALL CONCEALED PLUMBING SHALL BE REPLACED WITH NEW. PROVIDE ACCESSIBLE ISOLATION VALVES IF NONE ARE PRESENT. NOTE: THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER APPROVED OR IN ACCORDANCE WITH APPLICATION CODES. SMOKE DETECTING DEVICES 1. DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES, HARDWIRED WITH BATTERY BACK-UP. 2. SMOKE ALARMS OR DETECTORS SHALL BE LOCATED WITHIN DWELLING UNITS AS FOLLOWS: A. ON THE CEILING OR WALL OUTSIDE OF EACH ROOM USED FOR SLEEPING PURPOSES WITHIN 15 FEET B. IN EACH ROOM USED FOR SLEEPING PURPOSES. C. IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BELOW -GRADE STORIES, FINISHED ATTICS AND PENTHOUSES OF ANY AREA, BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS. A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. CARBON MONOXIDE DETECTOR NOTES 1. CARBON MONOXIDE DETECTION DEVICES SHALL CONFORM TO STATE BUILDING CODE. 2. CARBON MONOXIDE DETECTION DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING. THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 3. CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE LOCATED WITHIN DWELLING UNITS AS FOLLOWS: A. OUTSIDE OF ANY ROOM USED FOR SLEEPING PURPOSES, WITHIN 15 FEET (4572 MM) OF THE ENTRANCE TO SUCH ROOM. B. IN ANY ROOM USED FOR SLEEPING PURPOSES. C. ON ANY STORY WITHIN A DWELLING UNIT, INCLUDING BELOW -GRADE STORIES, FINISHED ATTICS AND PENTHOUSES OF ANY AREA, NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. ALL CARBON MONOXIDE DETECTION DEVICES SHALL BE ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER, APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY. NO DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE WITH THIS PROVISION UNLESS IT IS OF EITHER THE IONIZATION OR PHOTO -ELECTRIC TYPE. GENERAL CONCRETE AND MASONRY NOTES 1. CONCRETE DIMENSIONS ARE TYPICALLY TO FACE OF WALL. 2. ALL CONCRETE SLABS SHALL MINIMUM 4" THICK, WITH 6X6-10X10-W1,4XW1.4 WELDED WIRE FABRIC, PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER A MINIMUM 6" BED OF COMPACTED GRAVEL. 3. PROVIDE 1/2" THICK EXPANSION JOINT MATERIAL AT PERIMETER WHERE SLABS ABUTS OTHER CONCRETE OR MASONRY MATERIAL. 4. ALL STEEL REINFORCING INDICATED ON THESE DRAWINGS SHALL CONFORM TO ASTM A615. GRADE 60, SIZES AS SHOWN IN THE DRAWINGS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 185. SEE DRAWINGS FOR LOCATIONS OF REINFORCEMENT. 5. PROVIDE ANCHOR BOLTS, SIZES AS INDICATED ON THESE DRAWINGS, AT TOP OF CONCRETE FOUNDATION WALLS AT MINIMUM 1'-0" FROM CONCERNS AND MAXIMUM 4'-0" O.C. FOR BALANCE OF PERIMETER WALLS, TWO PER PLATE MINIMUM. 6. REMOVE ALL WATER FROM EXCAVATION PRIOR TO CONCRETE PLACEMENT. 7, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL WITH PRESUMPTIVE BEARING CAPACITY 4,000 PSF, OR ON ENGINEERED STRUCTURAL FILL WITH THE SAME TESTED CAPACITY. 8. STEP CONCRETE FOOTINGS AT ELEVATION CHANGES AT MAXIMUM RATIO OF ONE VERTICAL UNIT TO TWO HORIZONTAL UNITS. 9. AT CONCRETE FROST WALLS, BOTTOM OF FOOTING TO BE SET AT MINIMUM T-6" DISTANCE BELOW FINISH GRADE. 10. FOR TYPICAL CONCRETE FOUNDATION WA-L, FROST ALL IN FOOTING SIZES, REFER TO DRAWINGS. 11. IF CONCRETE IS TO BE POURED IN COLD WEATHER CONDITIONS, THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT ADEQUATE CONCRETE PROTECTION PROCEDURES. 12. CONCRETE FOUNDATION WALL THAT EXCEED 8'-0" IN HEIGHT MUST BE REINFORCED WITH STEEL DESIGNED BY A LICENSED STRUCTURAL ENGINEER. 13. ALL CONCRETE SHALL HAVE MINIMUM 28 DAYS STRENGTHS AS FOLLOWS: GARAGE SLABS 3,500 PSF BASEMENT SLABS 3,000 PSF CRAWL SPACE SLABS 3,000 PSF EXTERIOR SLABS 3,000 PSF FOUNDATION WALLS 3,000 PSF 14. FOUNDATION BACKFiLL SHALL NOT TAKE PLACE UNTIL FIRST FLOOR DECK FRAMING IS COMPLETE AND FLOOR SHEATHING IS INSTALLED. 15, FIREPLACE AND FLUE SIZES SHOWN ARE SCHEMATIC, CONTRACTOR SHALL SEE TO THE PROVISIONS OF THE PROPERLY BUILT AND FUNCTIONING UNIT WITH ALL NECESSARY COMPONENTS, ALL FIREPLACES SHALL HAVE FRESH AIR INTAKES. VERIFY EXISTING IN FIELD. 16. MASON AND HVAC CONTRACTOR ARE TO VERIFY FLUE SIZES CONSTRUCTING THE CHIMNEY. THERMAL & MOISTURE PROTECTION NOTES 1. ALL WINDOWS AND DOORS TO BE WEATHER-STRIPPED AND CAULKED. 2. ALL SEALANTS TO BE SILICONE, COLORED TO MATCH SURROUNDING MATERIAL. 3. ALL FLASHING SHALL BE NONFERROUS METAL (UNLESS OTHERWISE NOTED). Document History Rev# Date Purpose 11.25.19 ISSUED FOR BUILDING PERMIT arch itecture+deign ARCHITECT: EMILIA FERRI ARCHITECTURE + DESIGN 42 N. MAIN STREET, 2ND FLOOR PORT CHESTER, NY 10573 c: 203.545.7761 o: 914.305.6210 f: 203.813.3860 emilia@emiliaferridesign.com Certificate of Authorization Signature and Seal Professional License Number CT: 0011978 NY:033560 Project: 233 TREE TOP CRESCENT RYE BROOK, 10573 NTS I EF I 2019.019 G=1 mO 0 Emilia Ferri Architecture + Design, LLC All Rights Reserved. Document History Rev# Date Purpose 11.25.19 ISSUED FOR BUILDING TABLE R547.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND GISTS MINIMUM ENE? AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACii+lta Ledgeia 2 inchesd 314, inch 2 inchesb 1518 inches' Sand jolstc 3t4 inch 2 inches 2 inch =sb 151S inchesb For Sl:1 inch = 25.4 tram. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b, Maximum 5 inches. c. Forengineered rim joists, the manufacturer's recommendations shall govern. d. The mininiurn distance from bottom raw of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.21(1). STAGGER FASTENERS _ IN 2ROWS 6:5" MIN. FOR 2 X s' *01STANCE SHALL BE PERWITrED TO 6.5"MIN.IFOR2X10 BE REDUCED TO4-'IFLAG SCREM 7, * MIN. FOR 2X 12 ARE USED oft SOLT SPACING IS REOLM-0 TO THAT OF LAG WREWS TOATTACH 2 X 8 LEDGERS To 2 X s BAND "STS. LAG SCREW OR SOLI 314" MHN. For SI: 1 inch = 25.4 mm. SCALE: NTS 1E �STIINIG LADE EXI IN N// /// /// /• / !// �%/ /C,L tJTVALV,�� Bf�6R/11L'N CN,,V/I.Fl�/ 6XISTINt'M'ASONRY/ /SERVIdE'PiT /// /// / / /�/// /// // EkISTIKG' //W61'6>=CK'6/ /T/P — — — — — — — — — — — — — — — — — — t16'-4 112" IREMOVE ALL EXISTING TOP DECKING, & STRUCTURE ASSEMBLY co EXISTING STEP DOWN, TO GRADE VARIES t 9"-10", V.I.F. EXISTING / DEMOLITION DECK PLAN SCALE: 1 /4" =1'-0" EXISTING STEP DOWN, TO GRADE VARIES t 8%10", V.I.F. EXISTING HAND RAIL & GATE TO BE REMOVED DECKING MATERIAL CHOSEN BY OWNER INE OF 2X8 PRESSUR-E XISTING �REATED JOISTS !OUSE GALVANIZED METAL BASE- - MAINTAIN OVERHANG, V.I.F. METAL JOIST HANGERS CAP W/ HORIZONTAL DECK BOARD TOTAL LENGTH OF EXPOSED SIDES. 8�" ANCHOR BOLT V.I.F. EXISTING GRADE VARIER GRAVEL BED OVER 6-MIL ° 4 e ° POLY VAPOR BARRIER 2"X8" LEDGER BOARD, ` .. (RECOMMENDEQ SECURED TO EXISTING BOX '< OVER SUITABLE SOL BEAM WITH" LAG BOLTS �.. 4 -•: 16" O.C. STAGGERED AND ' 10"I?i SON-0-TUBE CONCRETE DOUBLED. START 2"-5" FILLED PIER, FLARE BOTTOM. FROM EACH END. PROVIDE . • •a AND 3'-6" DEEP (TYP) FLASHING AS REO'D. � TYPICAL SECTION SCALE: 1/2" = V-0" SCALE: 1 /4" =1'-0" PROVIDE 2X FRAME SUPPORT AND t ACCESS PANEL ON EXISTING MASONRY WELL TO SERVICE > 2"X8' PT LEDGER BOARD, (D MAIN SEWER PIPE c4 SECURED TO EXISTING W BELOW. VERIFY BOX BEAM WITH �' LAG Z FRAME SIZE IN 0) BOLTS 16" O.C. STAGGERED FIELD. PANEL TO BE AND DOUBLED. START 2"-5" SAME DECKING FROM EACH END. PROVIDE MATERIAL FLASHING AS REQ'D. - —, (2) 2X8 PT JOISTS 0 l✓ 0cJLu"X Z W C=Q 40 W H z N cot h +i 2 2X8 PT JOISTS 8'-2 1/2" TYP. . 7r — -- t 19'-5" V.I.F V-6" TYP. SCALE: 1/4" =1'-0" 8'-21/2" TYP. +1 No 10" O SON-0-TUBE CONC. FILLED PIER, FLARE BOTTOM. FLUSH WITH GRADE AND 3`-6" DEEP (TYP.) NOTE: 1. VERIFY ALL CONDITIONS IN FIELD. NEW CONSTRUCTION EXISTING CONSTRUCTION C _ DEMOLITION ARCHITECT: EMILIA FERRI ARCHITECTURE + DESIGN 42 N. MAIN STREET, 2ND FLOOR PORT CHESTER, NY 10573 c: 203.545.7761 o: 914.305.6210 f: 203.813.3860 emilia@emiliaferridesign.com Signature and Seal Professional License Number CT: 0011978 NY:033560 Project: 233 TREE TOP CRESCENT RYE BROOK, 10573 Sheet Title EXISTING / DEMOLITION PLAN, PROPOSED DECK PLAN, FRAMING PLAN & TYPICAL SECTION. scaie Project No. AS NOTED I JP wn 1 2019.019 1 0 Emilia Ferri Architecture + Design, LLG All Rights Reserved.