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W.16
W.46
FINISH CEILING
+8' -7/8"
W.18
W.19
W.36
W.27
W.4
w.7
w.6
W.23
FINISH FLOOR
M
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w.24
W.25
w.2
w.2
us
W.39
W.17
W.22
W.21
W.20
W.13
W.12
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11$ BOTTOM OF HEADER
W.t4 +6'-8'
w.ts
2 W.43
3$"
,- 4
w.1 t
W0
TOP OF SILL
+2' -8"
W.s
1a' TOP OF SILL
FINISH GVRAA DU EL
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2' -6"
w.4s
1 WALL SECTION
3/4" = 1' -0"
W.3
'OOTING
W.47
WALL SECTION NOTES:
(wD POURED CONCRETE FOOTING
w.2 8" CMU FOUNDATION WALL - GROUT FILLED
w.3 6" CMU BRICK LEDGE - GROUT FULL
8" CMU WALL WITH HORIZONTAL JOINT REINFORCING
W'4 @16" O.C. VERTICALLY W / #4 REINF. @ 4' -0" O.C. &
GROUT CORES FULL WHERE REINF. OCCURS.
w.5 AIRSPACE
w.s GROUT FULL
(wD THRU -WALL MASONRY FLASHING
w.s SEALANT
w.s WEEP HOLES @16" O.C.
w.to CUT LIMESTONE SILL WITH DRIP EDGE
w.1 t 4" FACE BRICK
w.12 1X8 WOOD FASCIA, PAINTED
w.t3 PREFINISHED 6" ALUMINUM GUTTER & DOWNSPOUT
w.t4 WOOD SOFFIT WITH CONTINUOUS VENT
w.t5 1X WOOD BLOCKING
w.ts 2X TREATED WOOD BLOCKING
w.t7 WOOD ROOF STRUCTURE
w.ts BATT INSULATION
1/2" TYPE "X" GYPSUM BOARD WITH SEMI -GLOSS PAINT
w.2o METAL DRIP EDGE
w.2t FIBERGLASS /ASPHALT SHINGLES
w.22 (2) LAYERS OF 15 # ROOFING FELT PAPER
w.23 4" REINFORCED CONCRETE SLAB W/ W1.4 X W1.4 6X6 WWF
w.24 MINIMUM 6" COMPACTED GRANULAR FILL
w.25 COMPACTED SUB SOIL
w.2s ADA ACCESSIBLE ALUMINUM THRESHOLD
w.27 8" CMU BOND BEAM
w.2s HOLOW METAL DOOR FRAME AND HOLLOW METAL DOOR
w.29 CUT LIMESTONE CAP WITH DRIP EDGE
w.3o FACE BRICK BEYOND
w.31
1/2" COMPRESSIBLE FILL
w.32 3/4" EXTERIOR SHEATHING
W.33 VERTICAL WOOD SIDING
W.34 2X4 WOOD STUD FRAMING
W.35 (2) WOOD TRUSSES WRAPPED IN 1 X TREATED CEDAR WOOD
TRIM - MIN 25 PSF LIVE LOAD - STAINED
w.3s 2X6 CEILING JOISTS
w.37 NOT USED
w.3s CUT LIMESTONE CAP WITH DRIP EDGE, SEE DETAIL 4/A501
w.39 5/8" EXTERIOR ROOF SHEATHING
w.4o 1 X 6 T &G TREATED CEDAR DECKING - STAINED
w.41 2X6 RIM JOIST
w.42 CUT LIMESTONE BASE, SEE DETAIL 4/A501
w.43 CUT LIMESTONE HEADER, SEE DETAIL 4/A501
w.44 BRICK TIES @ 16" O.C. VERTICALLY
W.45 STEEL BRICK LEDGE
w.4s VAPOR RETARDER
w.47 (2) #5 BARS, CONTINUOUS
w.4s # 4 BAR AT 48" O.C. VERTICALLY
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1 WALL SECTION
3/4" = 1' -0"
W.3
'OOTING
W.47
WALL SECTION NOTES:
(wD POURED CONCRETE FOOTING
w.2 8" CMU FOUNDATION WALL - GROUT FILLED
w.3 6" CMU BRICK LEDGE - GROUT FULL
8" CMU WALL WITH HORIZONTAL JOINT REINFORCING
W'4 @16" O.C. VERTICALLY W / #4 REINF. @ 4' -0" O.C. &
GROUT CORES FULL WHERE REINF. OCCURS.
w.5 AIRSPACE
w.s GROUT FULL
(wD THRU -WALL MASONRY FLASHING
w.s SEALANT
w.s WEEP HOLES @16" O.C.
w.to CUT LIMESTONE SILL WITH DRIP EDGE
w.1 t 4" FACE BRICK
w.12 1X8 WOOD FASCIA, PAINTED
w.t3 PREFINISHED 6" ALUMINUM GUTTER & DOWNSPOUT
w.t4 WOOD SOFFIT WITH CONTINUOUS VENT
w.t5 1X WOOD BLOCKING
w.ts 2X TREATED WOOD BLOCKING
w.t7 WOOD ROOF STRUCTURE
w.ts BATT INSULATION
1/2" TYPE "X" GYPSUM BOARD WITH SEMI -GLOSS PAINT
w.2o METAL DRIP EDGE
w.2t FIBERGLASS /ASPHALT SHINGLES
w.22 (2) LAYERS OF 15 # ROOFING FELT PAPER
w.23 4" REINFORCED CONCRETE SLAB W/ W1.4 X W1.4 6X6 WWF
w.24 MINIMUM 6" COMPACTED GRANULAR FILL
w.25 COMPACTED SUB SOIL
w.2s ADA ACCESSIBLE ALUMINUM THRESHOLD
w.27 8" CMU BOND BEAM
w.2s HOLOW METAL DOOR FRAME AND HOLLOW METAL DOOR
w.29 CUT LIMESTONE CAP WITH DRIP EDGE
w.3o FACE BRICK BEYOND
w.31
1/2" COMPRESSIBLE FILL
w.32 3/4" EXTERIOR SHEATHING
W.33 VERTICAL WOOD SIDING
W.34 2X4 WOOD STUD FRAMING
W.35 (2) WOOD TRUSSES WRAPPED IN 1 X TREATED CEDAR WOOD
TRIM - MIN 25 PSF LIVE LOAD - STAINED
w.3s 2X6 CEILING JOISTS
w.37 NOT USED
w.3s CUT LIMESTONE CAP WITH DRIP EDGE, SEE DETAIL 4/A501
w.39 5/8" EXTERIOR ROOF SHEATHING
w.4o 1 X 6 T &G TREATED CEDAR DECKING - STAINED
w.41 2X6 RIM JOIST
w.42 CUT LIMESTONE BASE, SEE DETAIL 4/A501
w.43 CUT LIMESTONE HEADER, SEE DETAIL 4/A501
w.44 BRICK TIES @ 16" O.C. VERTICALLY
W.45 STEEL BRICK LEDGE
w.4s VAPOR RETARDER
w.47 (2) #5 BARS, CONTINUOUS
w.4s # 4 BAR AT 48" O.C. VERTICALLY
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�GISTERF
�or� No.
19000,01 z
1 STATE OF f
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"'A�1 E _
DWW
Checked
MAG
Approved
FJG
Scale
AS NOTED
Sheet
A611
Date
11/22/06
Project number
PIC 0990433 -10400