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