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HomeMy WebLinkAboutS102MASTER BEDROOM JULIE'S DRESS. RM. DOG ROOM ZEN ROOM DN 21R COFFEE SCOTT'S DRESS. RM. STUDY DOG TOILET SYNTHETIC TURF W/ DRAIN WINDOW ABOVE ZEN GARDEN DOG SHOWER DOG RUN JULIE'S CLOS. SCOTT'S CLOSET W/D WINDOW WELL GASMHB STEEL WINDOW UNITS W/PRIVALITE GLASS @ BATHROOM (TEMPERED)MARVIN MODERNMARVIN MODERNDECORATIVEX-BRACINGMHB STEEL WINDOW UNITS @ BATH, WITH PRIVALITE GLASS @ BATHROOM PRIVALITEGLASS32 80PCKTT TEMP GLASST FD PROVIDE MIN (2) 100 SQ. IN. COMBUSTION VENTS, EACH WITHIN 12" OF THE CEILING & FLOOR TO PROVIDE ADEQUATE COMBUSTION AIR FOR THE CONFINED LAUNDRY SPACE PER 2006 IRC M1702.2 VAULTED CEILING HARDWOOD FLOOR VAULTED CEILING STONE FLOOR 11'-2" CLG HT 110W. 102 H. MARVIN LIFT AND SLIDE S S&RS&R S&RS&R S&RS&R S&RS&R BUILT-IN BUILT-IN GASGUY GRAY S 32 86 32 86 9'-0" CEILING HT TILE FLOOR 9'-0" CEILING HT TILE FLOOR 69'-5"MATCH LINEMATCH LINEPROVIDE SOUND PROOFING PROVIDE SOUND PROOFING 29'-1" FD MILLMADE STAIRSUPPLY EXTERIOR COMBUSTION AIR TO FIREBOX. COMBUSTION AIR TO BE TAKEN FROM A POINT LOWER THAN THE FIREBOX (TYP.) 8'-4" 9'-5" 15'-6" 34'-10" 7'-11" 7'-11" 2'-5" 56 9 0 PIVOT DOOR HINGE 1'-1" 19'-8"6"5" 6'-5"8'-3" 8'-8" 7'-1"8'-2" 7" 2" 45'-4" 80'-2" 7" 5" 26'-6"35'-2"12'-4"10'-11"84'-11"35'-2"67'-2" 33'-7" 17'-10" 15'-9" 46 90 PIVOTDOOR HINGE9'-9"9'-9"15'-8"5"4'-10"7'-6"14'-4"8'-8"5"8"6'-4"5'-8"40'-3"1'-2"6"5"CENTER DOOR IN HALLWAY 30'-5" 14'-11" 8" 4" 19'-4"1'-2"7'-10" 6"7" 4'-10"5" 14'-6"6"5" 5"8"11'-8"1'-4"10"33'-11"6"5"HRHR9"8'-2"2"6'-0"7" 4'-2"3'-0"4'-0"1'-2"33'-2" 5" 5" 8" 4"20'-6" 8'-4" 7" 13'-0" 5" 14'-6"6" 5" PRIVALITEGLASS2'-6" 3'-0" 8'-11" 8'-11"6" 5"6"3"17'-2"1'-2"15'-8"1'-0"2'-8"6'-0"3'-7"1'-8"4'-6"2'-8"7'-0"2'-8"4'-6"1'-8"11"3'-6"3'-4"3'-8"5"MARVIN MODERN1'-2"4'-8"9'-1"4'-2"5"15'-8"11"6"11'-8"6"5'-8"5"4'-2"3'-6"4'-2"5"4'-0"2'-0"6"5"11"6'-0"5"11'-10"5"6'-0"11"5'-8"5'-9"11"19'-6"6"6'-2"6"8'-5"6"6" 9'-2" 5'-2" 5" 3'-0" 5" 8'-4"3'-10" 8'-4"7" 7'-10" 2'-10"18'-2"1'-5" 7'-1" 3'-5" 5" 6" 12'-10" 7" 5'-6" 1'-2" 19'-8"8" 5" 5" 4'-10" 5'-8" 10'-1" 5" 6" 6" 4'-6" 6" 6"5" 6'-1" 6'-11" 5" 25'-5" 5" 6" 3" 15'-9"6"5" SDCO SD (2) 34 90SLIDING DOORS(2) 34 90SLIDING DOORS56 90 PCKT MHB STEEL WINDOW WALL W/TEMPERED GLASS WOOD GATE 3 0 9 0 DUTCH DOOR W/ DOG GATE 3 0 90 14'-0" CEILING HT HARDWOOD FLOOR VAULTED CEILING HARDWOOD FLOOR 10'-4" CEILING 11'-2" CEILING MILLMADE STAIR- 7.63" RISER 10"TUB S. S. CURBLESS SHOWER TEMP GLASS8:12 CLG. 8:12 CLG.15'-8" PLT. HT.3:12 CLG. 3:12 CLG. OPT. RECESSED SHADE POCKET 8:12 CLG. 8:12 CLG.DECORATIVEX-BRACING1'-4" 1'-4"13'-0" 1'-4" 1'-4"4'-10" SCOTT'S BATH JULIE'S BATH 2480248032 80PCKT5'-9" 7"2'-6" 2" 6" 5"7"9"2"7"9"8'-5"6"9"8'-2"7"8'-2" 7" 5" 5'-9" 2'-10" 9"6"2'-1"3'-2"5"5"5'-8"6"5'-8"5"5"3'-2"2'-1"6"9"FPHB FPHB UP 21R PAVERS ON 4" CONC. SLAB W/ FIBER MESH OVER 6 MIL V.B. ON 4" COMPRESSED GRAVEL PORCH SLAB 14" 560 TJI JOISTS @ 16" O.C. BASEMENT SLAB T/SLAB ELEV. = -12'-7" R5 INSULATION UNDER SLAB FD DROP SLAB 1'-6" FD 9'-9"3'-4"8'-0" 20'-8" 14'-10" PVC DRAIN WITH CAP CONNECT TO PERIMETER DRAIN (TYP) RADIANT HEAT IN 4" CONCRETE SLAB W/ 6X6 W2.1X2.1 WWM OVER 10 MIL POLY V.B. AND 6" COMPRESSED GRAVEL.8" BLOCKGALVANIZED L3.5x3.5x3 8 STEEL ANGLE AFFIXED TO FOUNDATION WALL WITH 12" DIAMETER STAINLESS STEEL EXPANSION BOLTS @ 2'-0" FOR PORCH SLAB SUPPORT ~ TYP EJECTOR PIT CONNECT TO SANITARY SEWER 4"Ø PERF. DRAIN TILE SET IN WASHED GRAVEL W/ SILT SOCK AT EXTERIOR PERIMETER ~ TYP (2) 14" LVLS(2)14" LVLS (2)14" LVLS (2) 14" LVLS(2) 14" LVLSW10x33 T/STL. = -6 12 " W10x33 T/STL. = -6 12 " W10x22 T/STL. = -6 12 " W10x22 T/STL. = -6 12 " W10x33 T/STL. = -6 12 " F48 F48 F36 F36 F36 F48 W10x33 T/STL. = -6 12 " W10x33 T/STL. = -6 12 " W10x33 T/STL. = -6 12 " BEAM POCKET 1178 " 360 TJIS @16" O.C. FORDROPPERSHOWER ABOVECANTILEVER JOISTS BEAM POCKET TERRACED WINDOW WELL WALLS ABOVE (2)14" LVLS14" 210 TJI JOISTS @ 16" O.C.T/LEDGE =-6 12 " PROVIDE PERMANENTLY AFFIXED EGRESS LADDER TO PROJECT 3" FROM WALL WITH 12" MIN. WIDTH AND RUNGS SPACED NOT MORE THAN 18" O.C. VERTICALLY. LADDER SHALL NOT ENCROACH INSIDE OF WINDOW WELL MORE THAN 6" PIT BASIN RIM HEIGHT TO BE 2" ABOVE FINISHED FLOOR, TYP. PROVIDE DEDICATED SINGLE POLE SUMP PUMP OUTLET 4"Ø STANDARD STEEL PIPE COLUMN W/ PLATES ON 1'-0" DEEP CONC. PAD SEE DETAIL1 ON a2.0(2) 14" LVLSWALL ABOVE(3) 14" LVLSGALVANIZED L3.5x3.5x38 STEEL ANGLE AFFIXED TO FOUNDATION WALL WITH 12" DIAMETER STAINLESS STEEL EXPANSION BOLTS @ 2'-0" FOR PORCH SLAB SUPPORT ~ TYP PAVERS ON 4" CONC. SLAB W/ FIBER MESH OVER 6 MIL V.B. ON 4" COMPRESSED GRAVEL PORCH SLAB 2 2.0 3 2.0 (3) 11 78 " LVLS (3) 11 78 " LVLS (3) 14" LVLSWALL ABOVE(3) 14" LVLSWALL ABOVE(2) 14" LVLSWALL ABOVE(2) 14" LVLSWALL ABOVE35'-2"12'-4"26'-6"10'-11"84'-11"1'-2"34'-0"1'-2"11'-2"5"7"4"17'-6"6'-4"4"7"5"10'-11"5"7"17'-6"7"5"15'-8"5"7"11'-10"2"8'-7" 18'-2"6'-8"7"5"9'-9"1'-2"6'-1"12'-4"18'-5"7"5"10'-11"7"5"CONCRETE HAUNCHES FOR STEP ABOVE SUMP PIT DISCHARGE TO GRAGE 19'-6"7'-0"8"8'-0"5"7"12'-0"18'-2"17'-7"7"5"4'-8"10"1'-0"15'-1" TOTUNNEL1'-6" FTG. 1'-6" FTG.35'-2"5"9"40'-3"5"7"6'-4"7"5"5'-6"67'-2" 22'-11" 2'-8" 2'-6" 3'-6" 17'-10"15'-9" 8" 8'-0" 5" 7" 15'-10"7" 5" 24'-11" 8" 13'-3" 5" 7" 5'-4" 7" 5" 4'-7" 8" 15'-9" 1'-2"19'-8" 10"3'-9" 5"7" 9'-4"1'-0"13'-0"16'-5"7"5" BEAM POCKET BEAM POCKET5"7" 14'-10"10'-7" 18'-4" 2'-10" 18'-7" 7" 5" 5" 7" 5"7" 7" 5" 15'-6" 31'-4" 8" 2'-0" 8" 2'-0" 8" 8'-0" 19'-10" 1'-0" 14'-0" 45'-4" 1'-2" 3'-5" 1'-2" 8"9'-0" 8" 1'-2" 17'-7" ROUGH-IN BATH H.R.CF24 CF24 CF24 (2)14" LVLS (2) 14" LVLS(3) 14" LVLSWALL ABOVEDOCUMENT:DRAWN BY:CHECKED:MA1 4 8 B u r l i n g t o n A v e n u eC l a r e n d o n H i l l s I l l i n o i s 6 0 5 1 4P 6 3 0 . 6 5 5 . 9 4 1 7PROJECT NO:21017MICHAEL ABRAHAMA R C H I T E C T U R Em i c h a e l - a b r a h a m . c o mSycamore Creek Residence10404 Ditch RoadCarmel, INIssued For Permit 06.08.22BBb2.1Master Suite PlansPLAN NOTES: ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL, STATE AND NATIONAL CODES. PROJECT TO FOLLOW IECC PRESCRIPTIVE REQUIREMENTS. USE FIGURED DIMENSIONS ONLY; DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION AFTER THE CONTRACTOR HAS FIELD VERIFIED ALL DIMENSIONS. COORDINATE ALL CEILING AND FLOOR FRAMING WITH INTERIOR ELEVATIONS AND BUILDING SECTIONS CEILING HEIGHTS AND OPENING HEIGHTS. ANY PROPOSED DROPPED CEILINGS FOR M.E.P. RUNS TO BE COORDINATED WITH ARCHITECT. STAIR RISE AND RUN AS PER INTERNATIONAL RESIDENTIAL CODE. MAXIMUM RISE OF 7 3/4", 10" MINIMUM TREAD CLEAR OF TREAD ABOVE AND A CONTINUOUS MINIMUM 6'-8" HEADROOM MEASURED VERTICALLY FROM FRONT NOSING OF TREAD TO LINE PARALLEL WITH STAIR RUN. SEE DETAIL ON PAGE T1.0 HANDRAIL AS PER IRC AT ALL STAIRS AND OTHER REQUIRED LOCATIONS. MAXIMUM SPACING OF UP RIGHTS AT HANDRAILS NOT TO ALLOW PASSAGE OF AN OBJECT 4" OR GREATER IN DIAMETER. SEE DETAIL ON PAGE T1.0 INSULATE WALLS AND FLOOR OF BATHROOMS FOR SOUND CONTROL. TEMPERED GLASS NEXT TO EGRESS DOORS, TUBS, ALL GLASS WITHIN 18" OF THE FINISHED FLOOR, SHOWER ENCLOSURES, WINDOWS ADJACENT TO TUBS AND OTHER REQUIRED AREAS. ALL SAFETY GLASS SHALL BE PERMANENTLY LABELED AS OUTLINED PER IRC FIREPLACE AS PER IRC AND t1.0 DETAIL. MASON TO VERIFY FLUE SIZES WITH FIREBOX OPENINGS. MINIMUM GYPSUM WALL BOARD THICKNESS SHALL BE 58". ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET: -GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. -THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". -THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". AT CONFINED SPACE OF LAUNDRY ROOM, PROVIDE COMBUSTION AND MAKE UP AIR PER IRC CH 17. TWO OPENINGS FOR COMBUSTION AIR ARE REQUIRED IN A CONFINED SPACE, ONE WITH 12" FROM THE CEILING AND ONE WITHIN 12" OF FROM THE FLOOR. MINIMUM OPENING SIZE TO BE 100 SQ INCHES AND 3" MIN DIMENSION. LOCATE 6"X20" LOWER VENT IN PANEL OF DOOR AND 12"X12" UPPER VENT ABOVE DOOR HEADER. SIZED BASED ON 24000 BTU/HR DRYER. MASTER SUITE FLOOR PLAN SCALE: 1/4" = 1'-0" GENERAL FDN PLAN NOTES: ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL, STATE AND NATIONAL CODES. USE FIGURED DIMENSIONS ONLY; DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION AFTER THE CONTRACTOR HAS FIELD VERIFIED ALL DIMENSIONS. CONTRACTOR TO EVALUATE SOIL UPON EXCAVATION. CONTACT SOILS ENGINEER AS NEEDED BOTTOM OF ALL EXTERIOR FOOTINGS, PIERS, ECT TO BE BELOW FROST DEPTH, MINIMUM 4'-0" BELOW GRADE. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1500 PSF. STORM WATER, WINDOW WELLS AND FOUNDATION DRAINS MUST DISCHARGE TO STORM SEWER, NOT INTO SANITARY SEWER. REFER TO CIVIL ENGINEERING DRAWINGS FOR FINAL. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY BACKFILL. PROVIDE 10' MIN. BETWEEN SUMP PUMP AND EJECTOR PIT. MECHANICAL VENTILATION IN BASEMENT LEVEL TO PROVIDE .35 AIR EXCHANGE PER HOUR. MASTER SUITE FOUNDTAION PLAN SCALE: 1/4" = 1'-0" 0'-0"= ELEV. 845.92' STRUCTURE NOTES: ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL, STATE AND NATIONAL CODES. USE FIGURED DIMENSIONS ONLY; DRAWINGS ARE NOT TO BE SCALED. ANY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION AFTER THE CONTRACTOR HAS FIELD VERIFIED ALL DIMENSIONS. COORDINATE ALL FRAMING OPENINGS AND CEILING HEIGHTS WITH INTERIOR ELEVATIONS, BUILDING SECTIONS & ELEVATIONS, SECTIONS & DETAILS AND PLANS. DISCREPANCIES TO BE BROUGHT TO ARCHITECTS ATTENTION. PROVIDE DOUBLE JOISTS BELOW TUBS, PARALLEL PARTITIONS ABOVE, AND ISLANDS. (3) 2 X 10 HEADERS AT EXTERIOR DOORS AND WINDOWS UNLESS NOTED OTHERWISE. SOLID SQUARES INDICATE LOCATIONS OF BEARING POINTS WITH LOADS BEING TRANSFERRED BELOW TO OTHER STRUCTURAL MEMBERS, STEEL OR FOUNDATION. OPEN SQUARES INDICATE TRANSFERRED LOADS ABOVE. FOR SPANS OVER 4' WIDE, HEADERS & BEAMS REQUIRE 2" MIN BEARING BOTH ENDS BY WIDTH OF BEAM, UNLESS NOTED OTHERWISE. AT ENGINEERED BEAMS & HEADERS, FOLLOW MANUFACTURES SPECIFICATIONS FOR BEARING REQUIREMENTS BASED ON HALF OF MAXIMUM ALLOWED LOAD. PROVIDE BRIDGING AT JOISTS AS PER FLOOR JOIST MANUFACTURERS SPECIFICATIONS. CUTS, NOTCHES AND HOLES BORED IN TRUSSES, LAMINATED VENEER LUMBER, GLUE-LAMINATED MEMBERS OR I-JOISTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ARE SPECIFICALLY ADDRESSED. EXTERIOR OR LOAD BEARING WALLS WITH STUDS DRILLED WITHIN 5/8” OF THE FACE OF THE STUD SHALL BE REINFORCED WITH A STRUCTURAL STUD SHOE STEEL LINTELS SPANS TO BE AS FOLLOWS UNLESS NOTED OTHERWISE (MATERIAL WEIGHT UNDER 40 PSF): - 3" X 3"X 14" 6'-0" WITH NO STORY ABOVE, 4'-6" WITH ONE STORY ABOVE, 3'-0" WITH 2 STORIES ABOVE. - 4"X3"X 14" 8'-0" WITH NO STORY ABOVE, 6'-0" WITH ONE STORY ABOVE, 4'-6" WITH 2 STORIES ABOVE. - 5" X312"X 516" 10'-0" WITH NO STORY ABOVE, 8'-0" WITH ONE STORY ABOVE, 6'-0" WITH 2 STORIES ABOVE. - 6"X31 2"X 516" 14'-0" WITH NO STORY ABOVE, 9'-6" WITH ONE STORY ABOVE, 7'-0" WITH 2 STORIES ABOVE. STEEL LINTELS TO BE BOLTED BACK TO FRAMING WITH 7/16" BOLTS AT 24" O.C.. USING SLOTTED HOLE IN STEEL, ALLOW FOR VERTICAL SLIPPAGE BETWEEN WOOD AND STEEL LINTELS. LINTELS TO HAVE MIN 4" END SUPPORT BEARING. VERIFY MINIMUM 23 OF THICKNESS OF MASONRY TO BEAR ON LINTEL "LVL" REFERS TO 2.0E MICROLLAM LVL ENGINEERED LUMBER. "PSL" REFERS TO 2.2E PARALLAM ENGINEERED LUMBER. RIDGE BOARDS, HIP AND VALLEY RAFTERS SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER BEING SERVED. ALL FIREPLACE HEARTHS TO BE SELF SUPPORTING REINFORCED CONCRETE SLAB TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS. NO COMBUSTIBLE MATERIAL SHALL BE USED TO SUPPORT HEARTH OR REMAIN AGAINST THE UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONS AFTER CONSTRUCTION. VERIFY FINAL WIDTH AND DEPTH OF FLUSH HEARTHS ABOVE ANY PORTION OF A MASONRY CHIMNEY LOCATED WITHIN THE BUILDING ENVELOPE SHALL HAVE A MINIMUM AIRSPACE OF 2" TO COMBUSTIBLE MATERIALS. CHIMNEY FLUES WITH CHIMNEY LINING SYSTEM RATED WITH UL 1777 FOR CHIMNEYS IN CONTACT WITH COMBUSTIBLE MATERIALS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR SURFACE. PROVIDE DRAFTSTOPPING AT THE FOLLOWING LOCATIONS: CONCEALED SPACES OF STUDS, WALL AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVEL. ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES, SUCH AS OCCURS AT SOFFITS, DROP CEILINGS, COVER CEILING, ETC. CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT THE CEILING AND FLOOR LEVEL, WITHOUT NONCOMBUSTIBLE MATERIALS. 1" MINIMUM CLEARANCE SHALL BE PROVIDED FROM KITCHEN EXHAUST DUCT TO THE COMBUSTIBLE FRAMING ANY LUMBER IN CONTACT WITH CONCRETE SHALL BE TREATED FOR DECAY ALL FASTENERS AND CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR EQUAL IN CORROSION RESISTANCE. THIS APPLIES TO ALL ITEMS LESS THAN 12" THICKNESS OR DIAMETER INCLUDING NAILS AND SCREWS. 08/09/22