HomeMy WebLinkAbout17080193.47=,m
m
TRUSSES, WOOD, PRE-
ENGINEERED, 24- O.C.
100'-0-
BRICK SOLDIER COURSE
BEAM AT WINDOW HEAD,
HEAD FLASHING OVER
w
5
a'
SHINGLES, CLASS A.
PLYWOOD SPACER
WALL
SHEATHING, 7/16"• O.S.B.
FIBERGLASS.
'
hH
3
DIMENSIONAL, 30 -YEAR
USS
(SEE FLOOR PLAN)
WITH CORNERS AND
WARRANT', OVER 15/
CANTILEVER TOP PLATES
OUTRIGGERS, 2x4,
n
o
FELT PAPER
l
2'-0- O.C.
N
SHEATHING, 746. O.S.B.
o
_ TRIM, 1x4
MOISTURE RESISTANT
WGH H -CLIPS
TOPOF GABLE RAKE
METAL DRIP EDGE
(OVERLAP SHEATHING)
TRIM, 1x6
TYPE 'C'
VARIES
I
TRUSSES,WOOD,
FTRUSS
TOP OF GABLE RAKE
PRE-
144
\N
m
O.C.
TRIM, 1x6
SOFFIT, VENTED
�o
TRIM. 1x4
I
°D
100'-0-
BRICK SOLDIER COURSE
BEAM AT WINDOW HEAD,
HEAD FLASHING OVER
STUD
LINTEL AND 8" UP
PLYWOOD SPACER
WALL
SHEATHING, 7/16"• O.S.B.
TO
'
hH
WINDOW .IAMB. GYPSUM J
BOARD RETURN
SHELF ANGLE,
4"x4"xj4-x0'-4" AT END
TO SUPPORT
USS
(SEE FLOOR PLAN)
WITH CORNERS AND
24" O.C.
CANTILEVER TOP PLATES
EN
SIDING, WOOD SHINGLES
-
!o;\
l
107'-5 3/8-
TOP OF MASONRY
BUILDING WRAP,
o
_ TRIM, 1x4
MOISTURE RESISTANT
TRIM, I. -
TOPOF GABLE RAKE
Gy -SUM BOARD,
(OVERLAP SHEATHING)
100'-0-
BRICK SOLDIER COURSE
BEAM AT WINDOW HEAD,
HEAD FLASHING OVER
(2) 2x8 WITH )J'
LINTEL AND 8" UP
PLYWOOD SPACER
WALL
SHEATHING, 7/16"• O.S.B.
108'-1 1/8
TOP OF PLATE
'
hH
WINDOW .IAMB. GYPSUM J
BOARD RETURN
SHELF ANGLE,
4"x4"xj4-x0'-4" AT END
TO SUPPORT
INSULATION.
(SEE FLOOR PLAN)
WITH CORNERS AND
24" O.C.
CANTILEVER TOP PLATES
R-49
BOARD. 3§"•
MOISTURE RESISTANT
-
!o;\
WITH H -CLIPS
107'-5 3/8-
TOP OF MASONRY
�EGY-SUC
o
_ TRIM, 1x4
100'-0-
BRICK SOLDIER COURSE
BEAM AT WINDOW HEAD,
HEAD FLASHING OVER
(2) 2x8 WITH )J'
LINTEL AND 8" UP
PLYWOOD SPACER
WALL
GABLE END WALL
LINTEL, STEEL,
3}f2'x4y2"Ny4-
WARRANTY, OVER 15g
BACKER ROD AND
SEALANT
WINDOW .IAMB. GYPSUM J
BOARD RETURN
� WINDOW UNIT,
PRE -MANUFACTURED
OUTRIGGER)
-
(SEE FLOOR PLAN)
WINDOW SILL
(COMPOSITE -MDF-)
WINDOW SILL
(COMPOSITE -MDF-)
BRICK ROWLOCK SILL
WITH FLASHING BELOW
(SLOPE )14-)
C O TOP OP ROWLOCK
3 SECTION
6 5
-T
SHINGLES, CLASS A,
SIDING, 4- LAP
'
FIBERGLASS,
RAKE, TRUSSED OR (2)
DIMENSIONAL, 30 -YEAR
GABLE END WALL
WARRANTY, OVER 15g
TOP OF PLATE
- END TRUSS DOWN FOR
FELT PAPER
OUTRIGGER)
-
OUTRIGGERS, 2x4,
WITH CORNERS AND
24" O.C.
2'-0- O.C.
SHEATHING, 346', O.S.B.
MOISTURE RESISTANT
WITH H -CLIPS
INSULATION R-49
METAL DRIP EDGE
VARIES
RE -BAR EACH
TRIM, I. -
TOPOF GABLE RAKE
Gy -SUM BOARD,
TRIM, 1x6
TYPE 'C'
SOFFIT. VENTED
TRUSSES,WOOD,
FTRUSS
PRE-
TRIM, 1x4
ENGINEERED,24"
O.C.
B
WINDOW BOARD RETURN GYPSUM J WINDOW UNIT,
.1 PRE -MANUFACTURED
(SEE FLOOR PLAN)
WINDOW SILL (-
(COMPOSITE "MDF")
WINDOW SILL
� (COMPOSITE -MDF-) BACKER ROD AND
WALL BASE (SEE ROOM SEALANT
FINISH SCHED.) JI
a 108'-11 1/8- MLS TRIM, 1x4
FIN. LEVEL 2
F
77—
JOISTS, 2x10, 16" O.C. SIDING, 4" LAP
0
d
=�+ SEE SIMILAR SECTION
FOUNDATION
(SEE FOUNDATION PLAN)
TWO-STORY
GABLE WALL
SECTION
2 3/4-�1' 1�4" 2'
4 1:16
POST, 4x4 NOM,
'R—lPost' OR EQUAL
THREADED ROD, �4"x20"
EPDXY EMBEDDED INTO
BOTTOM OF POST
COLUMN CAP: MOO
FIBERBOARD TRIM OR
OTHER EXTERIOR GRADE
PAINTABLE, FLAT STOCK
SEAL TOP OF PIER WITH
MASTIC
STANDOFF BASE,
SIMPSON CPS4
WIRE TIE THREADED
ROD TO CENTER
RE -BAR
SIDING, 4- LAP
'
II GABLE END FRAMING,
r
RAKE, TRUSSED OR (2)
GABLE END WALL
TRUSSES (HOLD GABLE
TOP OF PLATE
- END TRUSS DOWN FOR
TRUSSES, WOOD,
T
OUTRIGGER)
-
PRE- ENGINEERED,
WITH CORNERS AND
24" O.C.
BUILDING WRAP,
MOISTURE RESISTANT
(OVERLAP SHEATHING)
INSULATION R-49
SHEATHING, 346", O.S.B.
RE -BAR EACH
TRIM, I. -
Gy -SUM BOARD,
TYPE 'C'
B
WINDOW BOARD RETURN GYPSUM J WINDOW UNIT,
.1 PRE -MANUFACTURED
(SEE FLOOR PLAN)
WINDOW SILL (-
(COMPOSITE "MDF")
WINDOW SILL
� (COMPOSITE -MDF-) BACKER ROD AND
WALL BASE (SEE ROOM SEALANT
FINISH SCHED.) JI
a 108'-11 1/8- MLS TRIM, 1x4
FIN. LEVEL 2
F
77—
JOISTS, 2x10, 16" O.C. SIDING, 4" LAP
0
d
=�+ SEE SIMILAR SECTION
FOUNDATION
(SEE FOUNDATION PLAN)
TWO-STORY
GABLE WALL
SECTION
2 3/4-�1' 1�4" 2'
4 1:16
POST, 4x4 NOM,
'R—lPost' OR EQUAL
THREADED ROD, �4"x20"
EPDXY EMBEDDED INTO
BOTTOM OF POST
COLUMN CAP: MOO
FIBERBOARD TRIM OR
OTHER EXTERIOR GRADE
PAINTABLE, FLAT STOCK
SEAL TOP OF PIER WITH
MASTIC
STANDOFF BASE,
SIMPSON CPS4
WIRE TIE THREADED
ROD TO CENTER
RE -BAR
SLAB EDGE FOUNDATION
(SEE FOUNDATION)
COLUMN FOUNDATION
(SEE FOUNDATION
----------------------------- -
5
ss21
TYPICAL
COLUMN
SECTION
3
the,
a
;. studio...
U
w
x rnxawm
COPYRIGHT k OWNERSHIP OF DOCUMENTS
xa�a, a `�r�wcQm sxm
�•� "c �.s wua.aa�uas
uue v'ia ms®s
o sem. w
aa.vaE R
44
Itxxxn3w4
DATE 0110.2018
PRO.EC! NO.: 16002
CAD REFERENCE NO. ACA 2016
PLOT REFERENCE NO. SEE LOWER LEFT
DRAWNG SCALE SEE DRAWING
z�v1s
04.21.17 RE>,£Y/ SET
OS06.17 9D SET
U
M
vRoccr n+t[
LLI
U cn
Z ~ Q
z
Jw=o
a- QLnz
O
W ry LI
QO
�•, r Q
O V •— U
2
9 "`u
SINGLE FAMILY WALL
Q SECTIONS
A323
1
BRICK COLUMN (SHOWN
IN PLAN VIEW, 12"x12-,
WITH CORNERS AND
CENTER FILLED WITH
CONCRETE AND (1) #4
RE -BAR EACH
SLAB EDGE FOUNDATION
(SEE FOUNDATION)
COLUMN FOUNDATION
(SEE FOUNDATION
----------------------------- -
5
ss21
TYPICAL
COLUMN
SECTION
3
the,
a
;. studio...
U
w
x rnxawm
COPYRIGHT k OWNERSHIP OF DOCUMENTS
xa�a, a `�r�wcQm sxm
�•� "c �.s wua.aa�uas
uue v'ia ms®s
o sem. w
aa.vaE R
44
Itxxxn3w4
DATE 0110.2018
PRO.EC! NO.: 16002
CAD REFERENCE NO. ACA 2016
PLOT REFERENCE NO. SEE LOWER LEFT
DRAWNG SCALE SEE DRAWING
z�v1s
04.21.17 RE>,£Y/ SET
OS06.17 9D SET
U
M
vRoccr n+t[
LLI
U cn
Z ~ Q
z
Jw=o
a- QLnz
O
W ry LI
QO
�•, r Q
O V •— U
2
9 "`u
SINGLE FAMILY WALL
Q SECTIONS
A323
1