HomeMy WebLinkAboutA007ROOF ASSEMBLY:
GAF TIMBERLINE HD ARCHITECTURAL
SERIES ASPHALT SHINGLES ON 58" ON
MIN. #15 FELT UNDERLAYMENT
SHEATHING ON RAFTERS. . ICE &
WATER SHIELD MIN. 48" BEYOND
INSIDE WALL HORIZONTAL
7"
5"
5" CONCRETE SLAB TAPER TO 4"
AT ENDS, ON STEEL DECK ON 8"
STEEL I-BEAM JOISTS
5"7" 4"
GRADE=846.25
FIRST FLOOR = 2'-1"
T/STEEL = 0'-0"
ELEV=848'
LOWER FIRST FLOOR = 0'-11"
ELEV=846.83'
2O" OPEN WEB
TRUSS @ 16" O.C.
9'-0" HEAD HEIGHT
12 X3X4 THERMALLY ENHANCED
WOOD BLOCKING
ALUMINUM CLIP
THERMALLY MODIFIED WOOD
SIDING
5"7" 4"
GRADE=846.25
FIRST FLOOR = 2'-1"
T/STEEL = 0'-0"
ELEV=848'
2O" OPEN WEB
TRUSS @ 16" O.C.
W24X117 STEEL BEAMSTEEL COLUMN CENTER LINE12
8
17'-4" PLATE HEIGHT
15'-0" HEAD HEIGHT
2'-4"
9'-0" HEAD HEIGHT
1/4
12
1/412
WALL SECTION AT LOWER GREAT ROOM
SCALE: 1" = 1'-0"
WALL SECTION AT GREAT ROOM
SCALE: 1" = 1'-0"
WALL SECTION AT MASTER BATH
SCALE: 1" = 1'-0" 123
9"
FACE OF STONE BELOW
6" STEEL TUBE COLUMN
DECORATIVE WOOD AND
METAL COLUMN
9"13'-8" TO CENTER OF RIDGE
MHB STEEL WINDOW WALL
CUT STONE SILL W/ DRIP ON THRU
WALL FLASHING
11'-2" CEILING
HEIGHT
10'-2" HEAD HEIGHT
(ALIGN WITH 9'-0" HEAD
HEIGHT AT GREAT ROOM)
TYPICAL WINDOW UNIT WITH
BRICK MOULD
MHB STEEL WINDOW WALL, SEE
ELEVATIONS FOR WINDOW
DIVISIONS
13'-8" TO CENTER OF RIDGE
5" CONCRETE SLAB TAPER TO 4"
AT ENDS, ON STEEL DECK ON 8"
STEEL I-BEAM JOISTS
STONE PAVERS ON
PEDESTALS OVER
WATERPROOF MEMBERANE
5 14 X 5 14 TREATED
MICROLAM POST @
COLUMN BEYOND
1'-2"
METAL CLAD COLUMN212"LIVE ROOF DEEP WITH ANODIZED BLACK EDGE
ON SINGLE PLY ROOF MEMBRANE OVER 58 " T&G
PLYWOOD SHEATHING ON TAPERED SLEEPERS
OVER 58 " PLYWOOD SHEATHING.
9'-0" HEAD 10"THRU WALL FLASHING OVER CUT STONE
LINTEL WITH ROUTED DRIP TO PROJECT
38" FROM TYPICAL FACE OF VENEER
TYPICAL WINDOW UNIT
1/4
12
7" 5"
3'-0" 1/4
12
3'-0"
3'-0"
2'-4"
7"5"
WALL SECTION AT MARLEE'S ROOM
SCALE: 1" = 1'-0" 7
WALL SECTION AT TYPICAL RAKE
SCALE: 1" = 1'-0"8
FLASHING W/ DRIP
54" x4 CEDAR RAKE
ON SOLID BLOCKING
ROOF TO EXTEND BEYOND
FASCIA BOARD
TYPICAL RAKE DETAIL @ STONE
SCALE: 1" = 1'-0"9
TYPICAL STONE VENEER
MIN. R-49 INSULATION
2X LOOK OUTS TO PICK UP FASCIA
WALL SECTION AT MASTER BEDROOM
SCALE: 1" = 1'-0"5
11'-2" CEILING
HEIGHT
WALL SECTION AT MASTER HALL
SCALE: 1" = 1'-0"4
WALL SECTION AT EAVE
SCALE: 1" = 1'-0"6
TYPICAL RAKE DETAIL
SCALE: 1" = 1'-0"10
2'-4"
DET. A
VARIES
12
8
STEEL COLUMN CENTER LINE12
8
17'-4" PLATE HEIGHT
15'-0" HEAD HEIGHT
2'-4" 212"7"1'-0" 1'-0"12'-0" CEILING
11'-0" CEILING
58" TYPE "X" DRYWALL CEILING
W24X117 STEEL BEAM
1'-0" 1'-0"58" TYPE "X" DRYWALL
12'-0" CEILING
11'-0" CEILING
7"
DET. BDET. C
W8X21@ 4'-0" O.C.
STONE PAVERS ON
PEDESTALS OVER
WATERPROOF MEMBERANE
R49 INSULATION
R49 INSULATION
DECORATIVE WOOD AND
METAL COLUMN
DECORATIVE WOOD AND
METAL BEAM
HSS 8X6X14 STEEL MOMENT FRAME
BEYOND
W8X18 STEEL BEAM
2
X
1
0
R
A
F
TE
R
S
@
1
6
"
0.
C
.
PAINTED STEEL CHANNEL
BOLTED TO LVL
FLASHING W/ DRIP EDGE OVER 1X CEDAR
TRIM ON SOLID BLOCKING W/ HALF ROUND
METAL GUTTER AND ADJUSTABLE HANGING
BRACKETS
2X_ WOOD TRIM
STAINED 1X6 T&G WOOD CEILING 14"RECESS FOR BEYOND FOR
SCREEN TRACK
PLAN VIEW @ COLUMN
R=1'-0" R=1'-0"
OUTLINE OF COLUMN BEYOND
EXTERIOR SIDED WALL:
58" DRYWALL ON 2X8 STUDS16"
O.C., W/ R-20 INSULATION, 12"
PLYWOOD SHEATHING, TYVEK
BUILDING PAPER AND FINISH
MATERIAL PER ELEVATIONS
AND FINISH SCHEDULE
TYPICAL EXT. SIDED WALL:
58" DRYWALL ON 2X6 STUDS16"
O.C., W/ R-20 INSULATION, 12"
PLYWOOD SHEATHING, TYVEK
BUILDING PAPER AND FINISH
MATERIAL PER ELEVATIONS
AND FINISH SCHEDULE
MIN. R-49 INSULATION
ROOF ASSEMBLY:
GAF TIMBERLINE HD ARCHITECTURAL
SERIES ASPHALT SHINGLES ON 58" ON
MIN. #15 FELT UNDERLAYMENT
SHEATHING ON RAFTERS. . ICE &
WATER SHIELD MIN. 48" BEYOND
INSIDE WALL HORIZONTAL
HSS 8X6X14 STEEL MOMENT FRAME
BEYOND
MIN. R-49 INSULATION
2
X
1
0
R
A
F
TE
R
S
@
1
6
"
0.
C
.
DECORATIVE WOOD AND
METAL COLUMN
DECORATIVE WOOD AND
METAL BEAM
W8X18 STEEL BEAM
WOLM. 2x6 SILL PLATE SET IN MASTIC
W/ 12" Ø J-ANCHOR 7" MIN DEEP @ 4'-0"
O.C. (TYP.) ~ ANCHORS TO BE 12"
FROM CORNER BUT NOT LESS THAN
(7) BOLT DIAMETERS FROM THE END
AND A MINIMUM OF (2) BOLTS PER
SILL SECTION
EXTERIOR BASEMENT WALLS:
58" DRYWALL ON 2X4 STUDS
WITH R-13 INSULATION FROM
TOP OF WALL TO SLAB
EXTERIOR BASEMENT WALLS:
58" DRYWALL ON 2X4 STUDS
WITH R-13 INSULATION FROM
TOP OF WALL TO SLAB
LIVE ROOF DEEP WITH ANODIZED BLACK EDGE
ON SINGLE PLY ROOF MEMBRANE OVER 58 " T&G
PLYWOOD SHEATHING ON TAPERED SLEEPERS
OVER 58 " PLYWOOD SHEATHING.
FLASHING W/ DRIP EDGE OVER 1X CEDAR
TRIM ON SOLID BLOCKING W/ HALF ROUND
METAL GUTTER AND ADJUSTABLE HANGING
BRACKETS
PAINTED STEEL CHANNEL
BOLTED TO LVL BEAM
58" DROPPED DRYWALL CEILING
TO ACCOMMODATE RECESSED
SHADE POCKET
2X12 JOISTS@ 16" O.C.
9'-0" HEAD
TYPICAL EXT. STONE WALL:
58" DRYWALL ON 2X6 STUDS16" O.C., W/ R-20
INSULATION, 12" PLYWOOD SHEATHING, TYVEK
BUILDING PAPER, 1" AIRSPACE AND STONE
VENEER WITH 78" WIDE 22 GAUGE CORRUGATED
GALVANIZED WALL TIES 24" O.C. HORIZONTAL
SUPPORTING 31 4 S.F. OF MASONRY OR LESS
ROOF ASSEMBLY:
SOLDER SEAM METAL AND HIGH
TEMP MEMBRANE ON 58"
SHEATHING ON TAPERED
SLEEPERS ON 58" SHEATHING ON
RAFTERS
CUT STONE SILL W/ DRIP ON THRU
WALL FLASHING
CUT STONE SILL W/ DRIP ON THRU
WALL FLASHING
2X12 JOISTS@ 16" O.C.
STAINED 1X6 T&G WOOD CEILING14"T/LEDGE = -0'-6 1/2"
FIRST FLOOR = 2'-1"
ELEV=848'
T/LEDGE= 0'-7 1/2"
MIN R30 INSULATION
AT BAY ENDS (TYP.)
TYPICAL FLOOR ASSEMBLY
34" WOOD FLOOR OVER
WARMBOARD RADIANT FLOOR
SYSTEM OVER 12 " LP LEGACY
SHEATHING ON JOISTS
14" 560 TJI JOISTS
@16" 0.C. 14" 560 TJI JOISTS
@16" 0.C.
(2)#5 REBAR
(TOP, MIDDLE
AND BOTTOM)
#5 BARS AT 18" O.C.
EACH WAY PROVIDE 112"
COVER FROM INSIDE
FACE OF WALL
T/ FOUNDATION SLAB BELOW
=-13'-1" (EL. 832.83)
PAINTED STEEL CHANNEL
BOLTED TO LVL BEAM
STAINED 1X6 T&G WOOD
CEILING 14"9'-0" HEAD
2X12 JOISTS@ 16" O.C.
58" DROPPED DRYWALL CEILING
TO ACCOMMODATE RECESSED
SHADE POCKET
CUT STONE SILL W/ DRIP ON THRU
WALL FLASHING
T/LEDGE = -0'-6 1/2"
LOWER FIRST FLOOR = 0'-11"
ELEV=846.83'
T/F= -0'-1"
#5 BARS AT 18" O.C.
EACH WAY PROVIDE 112"
COVER FROM INSIDE
FACE OF WALL
(2)#5 REBAR
(TOP, MIDDLE
AND BOTTOM)
14" 560 TJI JOISTS
@16" 0.C.
TYPICAL EXT. STONE WALL:
58" DRYWALL ON 2X6 STUDS16" O.C., W/ R-20
INSULATION, 12" PLYWOOD SHEATHING, TYVEK
BUILDING PAPER, 1" AIRSPACE AND STONE
VENEER WITH 78" WIDE 22 GAUGE CORRUGATED
GALVANIZED WALL TIES 24" O.C. HORIZONTAL
SUPPORTING 31 4 S.F. OF MASONRY OR LESS
TYPICAL FLOOR ASSEMBLY
34" WOOD FLOOR OVER
WARMBOARD RADIANT FLOOR
SYSTEM OVER 12 " LP LEGACY
SHEATHING ON JOISTS
ROOF ASSEMBLY:
GAF TIMBERLINE HD ARCHITECTURAL
SERIES ASPHALT SHINGLES ON 58" ON
MIN. #15 FELT UNDERLAYMENT
SHEATHING ON RAFTERS. . ICE &
WATER SHIELD MIN. 48" BEYOND
INSIDE WALL HORIZONTAL
STAINED 1X6 T&G WOOD CEILING14"PAINTED STEEL CHANNEL
BOLTED TO LVL BEAM
2X10
RAFTERS
@16" O.C.
2X10
RAFTERS
@16" O.C.
FLASHING W/ DRIP
2x4 WOOD RAKE ON SOLID
BLOCKING
MIN. R-49
INSULATION 734"SHINGLE ROOF TO EXTEND 1"
BEYOND FASCIA BOARD
12 X3X4 THERMALLY ENHANCED
WOOD BLOCKING
ALUMINUM CLIP
THERMALLY MODIFIED WOOD
SIDING
R-49 INSULATION
T/F= 0'-4"
T/F= -2'-5"
#5 REBAR (TOP,
MIDDLE AND
BOTTOM)
THRU WALL FLASHING W/
WEEPS AT 24" O.C.
CUT STONE SILL W/ DRIP ON THRU
WALL FLASHING
THRU WALL FLASHING W/
WEEPS AT 24" O.C.
DET. D
4"
12
8
VARIES
4"
12
8
12 X3X4 THERMALLY
ENHANCED WOOD
BLOCKING
ALUMINUM CLIP
THERMALLY
MODIFIED WOOD
SIDING
VARIES
12 X3X4 THERMALLY
ENHANCED WOOD
BLOCKING
ALUMINUM CLIP
THERMALLY
MODIFIED WOOD
SIDING
12
4 (3@ SIM.)
ROOF ASSEMBLY:
STANDING SEAM METAL AND HIGH
TEMP MEMBRANE ON 58"
SHEATHING ON RAFTERS ~ TYP
VARIES
54 X4 WOOD FASCIA WITH
1X WOOD SOFFIT,
TYPICAL FOR DETAILS
B-D
1'-0"
STONE
VENEER
3X4 WOOD PURLIN @ 2'-2" O.C.
FLASHING W/ DRIP EDGE OVER
1X3 CEDAR TRIM ON SOLID
BLOCKING W/ HALF ROUND
METAL GUTTER AND ADJUSTABLE
HANGING BRACKETS, TYPICAL
STAINED 1X6 T&G WOOD SOFFIT
54 X4 WOOD FASCIA WITH
1X WOOD TRIM BOARD
14"W8X21@ 4'-0" O.C.
11 78 LVL
JOISTS @
16" O.C.
11 78 LVL JOISTS
@ 16" O.C.
T/ FOUNDATION SLAB BELOW
MASTER =-12'-7" (EL. 833.33')
11'-0" CEILING 11'-0" CEILING
a5.1Wall SectionsSECTION NOTES:
HEAD HEIGHTS NOTED FROM TOP OF UNIT TO TOP OF FINISH
FLOOR. COORDINATE ROUGH OPENING RECOMMENDED BY
MANUFACTURER WITH TOP OF UNIT HEAD HEIGHT.
ALL TRIM CALL OUTS AS PER KOETTER WOODWORKING
ICE AND WATER SHIELD TO BE TURNED DOWN OVER SUBFACIA
AS PER MANUFACTURERS SPECIFICATIONS.
PROVIDE VAPOR BARRIER BETWEEN CONCRETE WALL AND
FLOOR FRAMING AT DEPRESSED CONCRETE AREAS.
PROVIDE CAULK BEAD WITH BACKER ROD BETWEEN
BRICKMOLD AND WINDOW/DOOR UNIT IN SPACE
RECOMMENDED BY MANUFACTURER
VERIFY WINDOW SECTION DETAIL WITH ACTUAL. CONTACT
ARCHITECT WITH DISCREPANCIES
DOCUMENT: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 06.08.22BB0'-0"= ELEV. 845.92'
08/09/22