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08 05 02
01 07 04
BRICK VENEER @ BAND BOARD
SCALE: 3" = 1'-0"
2"
(M
I
N
.
)
358" 1"18" 312"
814"
BRICK VENEER
- 24" O.C. VERT. (9 COURSES)
- 16" O.C. HORIZONTAL
METAL WALL TIES:
STRUCTURAL SHEATHING
DOUBLE 2x4 TOP PLATE
STRUCTURAL SHEATHING
AIR SPACE, TYPICAL
@ SECOND FLOOR
NOTE:
SECOND FLR STRUCTURAL
SHT'G TO OVERLAP FIRST FLR
STRUCTURAL SHT'G 2" MINIMUM.
@ FIRST FLOOR
SECTION DETAIL
8"
@ 2x
1
0
'
s
6"
@ 2x
1
2
'
s
HOLD T/POLY FLASH'G AT:
8" OFF T/SUBFLOOR FOR 2x10 JSTS.
6" OFF T/SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM. OF 2nd FLR.
SHT'G, TYPICAL
BRICK VENEER @ WALKOUT BRICK TO GRADE
SCALE: 3" = 1'-0"
STRUCTURAL SHEATHING
THICKNESS VARIES
REFER TO FOUNDATION PLAN
14"
O.H.
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION SUBWALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
@ 24" O.C. HORIZONTAL
BRICK WEEPHOLES
AIR SPACE, TYPICAL
SECTION DETAIL
12" WIDE 'FLASH & SEAL' FLASH'G
- TOP OF FLASHING TO BE SEALED
w/ FIBERGLASS MESH & TAR, TYP.
HOLD THERMOPLY SHT'G
3/8" OFF T/ FOUNDATION
- CONTINUOUS, TYPICAL
CAULK @ SILL PLATE
SILL SEALER, TYPICAL
OF GRADE
APPROXIMATE LINE
@ 3"o.c., TYP.
APPROVED FASTENER
MUDSILL ANCHOR STRAP, TYP.
- OVERHANG FOUNDATION 1/4", TYP.
NOTE:
- w/ WEEP CARDS
IN
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BRICK VENEER @ CONC. FOUNDATION WALL
SCALE: 3" = 1'-0"
SECTION DETAIL
(2) COATS SPRAY-APPLICATION
BITUMINOUS DAMPPROOFING:
- APPLIED TO CURB & BELOW GRADE
- REFER TO FOUNDATION PLAN
FOR INFORMATION REGARDING
WATERPROOFING
MUDSILL ANCHOR STRAP, TYP.
STRUCTURAL SHEATHING
24" WIDE MYLAR COUNTER FLASH'G
FLASH & SEAL' FLASH'G:
BRICK VENEER
- HOLD T/ MYLAR :
4" OFF T/ SUBFLOOR @ 2x10 JSTS
AIR SPACE, TYPICAL
- 12" WIDE @ 2x8 JOISTS
1"
- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
- 18" WIDE @ 2x10 JSTS
- SEAL AROUND ALL PENETRATIONS
TYPICAL
4"
@ 2x
1
0
'
s
2"
@ 2x
1
2
'
s
2" OFF T/ SUBFLOOR @ 2x12 JSTS
CAULK @ SILL ⅊ TYPICAL
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
GROUT FIRST TWO COURSES SOLID
BRICK WEEPHOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS
4"
THICKNESS VARIES
REFER TO FOUNDATION PLAN
8"
MA
X
.
DE
P
T
H
w/
NO
R E -I N F O R C I N G
10
8"
AIR SPACE, TYPICAL
BRICK VENEER
STRUCTURAL SHEATHING
3 8 "
SILL SEALER, TYPICAL
@ 3"o.c., TYP.
APPROVED FASTENER
- HOLD 3/8" (MIN.) ABOVE T/FOUNDATION
BRICK VENEER @ GARAGE FOUNDATION WALL
SCALE: 3" = 1'-0"
SECTION DETAIL
FLASH & SEAL' FLASH'G:
CAST-IN-PLACE CONCRETE
FOUNDATION WALL:
- REFER TO FOUNDATION PLAN
FOR WALL THICKNESS
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
4"
8"
MA
X
.
DE
P
T
H
w/
NO
R E -I N F O R C I N G
- SEAL AROUND ALL PENETRATIONS, TYP.
- 18" WIDE
BRICK WEEPHOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS
GROUT FIRST TWO COURSES SOLID
412"
(FROM SHT'G)
358" 1"18" 312"
814"
ENLARGED SOFFIT DETAIL w/ BRICK VENEER
SCALE: 3" = 1'-0"
5/4 BLOCKING
2x4 BLK'G LADDER
BRICK VENEER
- 2" WIDE RIPPERS
6 3 8 "±
@ 24"o.c.,TYPICAL
1x2 NAILER
1 2
2
2
1x2 NAILER
1 2
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
1x8 GUTTER BOARD
ALUMINUM GUTTER
STRUCTURAL SHEATHING
APPROVED FASTENER
@ 3"o.c., TYPICAL
2x2 NAILER
VENTED SOFFIT
158" BARGE MOULD
12" x 912" HARDBOARD FRIEZE:
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
6"
HE
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L
CU
T
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FIBER CEMENT BOARD SIDING @ BAND BOARD
SCALE: 3" = 1'-0"
2"
(M
I
N
.
)
18" 312"
358"
STRUCTURAL SHEATHING
DOUBLE 2x4 TOP PLATE
STRUCTURAL SHEATHING
@ SECOND FLOOR
NOTE:
SECOND FLR STRUCTURAL
SHT'G TO OVERLAP FIRST FLR
STRUCTURAL SHT'G 2" MINIMUM.
@ FIRST FLOOR
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
8"
@ 2x
1
0
'
s
6"
@ 2x
1
2
'
s
HOLD T/ POLY FLASH'G AT:
8" OFF T/ SUBFLOOR FOR 2x10 JSTS.
6" OFF T/ SUBFLOOR FOR 2x12 JSTS
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
APPROVED FASTENER
@ 3"o.c., TYPICAL
24" POLY FLASHING @ SECOND
FLR. BAND BD.
- EXTEND PAST BTM OF 2nd FLR
SHT'G, TYPICAL
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
DETAIL w/ FIBER CEMENT BOARD SIDING
SCALE: 3" = 1'-0"
2
2
1x8 GUTTER BOARD
ALUMINUM GUTTER
STRUCTURAL SHEATHING
2x2 NAILER
VENTED SOFFIT
158" BARGE MOULD
FOR GLUING AND NAILING
- REFER TO NOTE, THIS SHEET
1'-0" OVERHANG
(UNLESS OTHERWISE NOTED ON PLANS)
6"
HE
E
L
CU
T
(U
N
L
E
S
S
OT
H
E
R
W
I
S
E
NO
T
E
D
ON
PL
A
N
S
)
12" x 912" HARDBOARD FRIEZE
- TRIM TO MATCH WINDOW
HEADER HEIGHTS
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL ENLARGED SOFFIT
BLOCKING
FIBERGLASS / ASPHALT SHINGLES:
- w/ 15# ROOF FELT
O.S.B. ROOF SHEATHING:
- w/ PLY-CLIPS
APPROVED FASTENER
@ 3"o.c., TYPICAL
BRICK VENEER @ CAST STONE SILL w/ 1x TRIM
SCALE: 3" = 1'-0"
SECTION DETAIL
1"±
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 5" CAST STONE SILL, TYP.
- PROJECT BTM. 1"±
METAL DRIP
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
BRICK VENEER, TYPICAL
1"
±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
1 7 8 "
178"
1 4 "
10°
100
°
100°
BRICK VENEER @ CAST STONE SILL
SCALE: 3" = 1'-0"
SECTION DETAIL
2" x 3" METAL DRIP FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
214" x 5" CAST STONE SILL, TYP.
- PULL BTM. 1"±
BRICK VENEER, TYPICAL
1"
±
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER.
1"±
FIBER CEMENT BOARD SIDING
- PROVIDE 7" EXPOSURE
w/ 1 14" LAP
- TYPICAL
1 7 8 "
178"
1 4 "
10°
100
°
100
°
CMU / STONE VENEER @ CONC. FOUNDATION WALL
SCALE:3" = 1'-0"
STRUCTURAL SHEATHING
FLASH & SEAL' FLASH'G:
8"14"
O.H.
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL:
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
@ 24" O.C. HORIZONTAL
WEEPHOLES
AIR SPACE, TYPICAL
- 12" WIDE @ 2x8 JOISTS
SECTION DETAIL
MUDSILL ANCHOR STRAP, TYP.
1"
- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
- 18" WIDE @ 2x10 JSTS
- SEAL AROUND ALL PENETRATIONS
TYPICAL
4"
@ 2x
1
0
'
s
2"
@ 2x
1
2
'
s
18" WIDE MYLAR COUNTER FLASH'G
- HOLD T/ MYLAR :
4" OFF T/ SUBFLOOR @ 2x10 JSTS
2" OFF T/ SUBFLOOR @ 2x12 JSTS
- OVERHANG FOUNDATION 1/4" , TYP.
- w/ WEEP CARDS
CULTURED STONE VENEER
ON 4" CMU BLOCK
SCRATCH COAT
NOTE:
HOLD CULTURED STONE
DOWN 1" FROM T/ FDN.
- TYPICAL
11
BRICK VENEER @ FOUNDATION BRICK CURB
SCALE: 3" = 1'-0"
SECTION DETAIL
MUDSILL ANCHOR STRAP, TYP.
STRUCTURAL SHEATHING
24" WIDE POLY FLASH'G
FLASH & SEAL' FLASH'G:
BRICK VENEER
- HOLD T/ POLY 4" OFF T/ SUBFLOOR
AIR SPACE, TYPICAL
- 12" WIDE @ 2x8 JOISTS
1"
- HOLD BTM OF SHEATHING
1" BELOW T/ SUBFLOOR
APPROVED FASTENER
@ 3"o.c., TYPICAL
SILL SEALER, TYPICAL
- 18" WIDE @ 2x10 JSTS
- SEAL AROUND ALL PENETRATIONS
TYPICAL
4"
@ 2x
1
0
'
s
2"
@ 2x
1
2
'
s
CAULK @ SILL ⅊ TYPICAL
8" MAX. DEPTH BRICK CURB
w/ NO RE-INFORCING
GROUT FIRST TWO COURSES SOLID
BRICK WEEPHOLES
@ 24" o.c. HORIZONTAL
- w/ WEEP CARDS
4"
THICKNESS VARIES
REFER TO FOUNDATION PLAN
8"
MA
X
.
DE
P
T
H
w/
NO
R E -I N F O R C I N G
W
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L
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Job No.
Sheet No.
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R E V I S E D BY
:
TE
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:
PH
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No
:
85
9
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4
2
6
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4
2
2
3
SH
E
Z
R
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SI
S
K
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W
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WS-B4
05/29/18
Mike Sheeks