HomeMy WebLinkAbout0248.97.19K
IF
1
mm
T
fi
0
N
W
h
� h
O
I
m
M
02 OPT. s227 BOX BAY
I
0 7.. S Z.
3CAL E
I
71 ■Itli
7
u
L 2' -(d" P -11 314 4' -4"
1"-'- CANT
' I
I
-J
03 OPT. #802
h
7
L TJI
BLOCKS
IER5TRAND
iR:
LOAD BEARING WALL
ABOVE (MUST STACK
OVER WALL BELOW)
2Cx�4' MIN.
'
'�SQUA54 -Iii
BLOCKS
Il' -1 1/2" B2
ALL' SIDING, BRICK FRONT OPT *490
ELEVATION •A". wBwq pC°
l�4" = 1' -0" 11 -1/8" "I" JOIST
NOTES
THIS DRAWING 13 PROVIDED TO CONVEY
DESIGN INTENT ONLY. NOT FOR CONSTRUCTION.
TRUSS MANUFACTURER /SUPPLIER 15 RESPONSIBLE
FOR ALL TRUSS DESIGNS AND VERIFICATION OF
STRUCTURAL ADEQUACY OF ALL ENGINEERED
FLOOR AND ROOF SYSTEMS AND SHALL PROVIDE
ENGINEERED LAYOUTS.
2x6 FILLER
ATTACH w/ 2 ROUrb
k0d NAILS STAGGERED
1 as" O.C.
SAM
04 OPT. •862
i11
3■
%I
n
ERS'RANV
ALL "I" JOISTS TO DE 111y" TJI/IS° PER tjXpe9"A —N NEERMG
LEGENDi
26 TJ LENGTH - I' INCREMENTS
CUT TO LENGTH IN FIELD
CS PANELS w/ T -PLY
CIS PANELS w/o T -PLY
"•ALILia8'FIANE15 TO BE llIt" TALL 4 NAVE STUDS 16" O.C. -
NOTES.
1. REFER TO tjXperf LAYOUT FOR QUANTITIES
OF "I" JOISTS, HANGERS, AND MISCELLANEOUS
MATERIALS
2. REFER TO tjXperf LAYOUT FOR DETAILS
3. FLOOR SHEATHING TO ME GLUED AND NAILED.
4. ALL RIM JOISTS PERPENDICULAR TO "I "JOISTS
ARE TO BE 11 %" TR'0E0it6TRAfV.
HANGER LEGENDS
TOP MOUNT SINGLE JOIST HANGER
w - FACE MOUNT 50<sLE JOIST HANGER
3" - FACE MOUNT SK£tiM RKaWT 45 WAkCAM
olwA - FACE MOUNT SKEWED LEFT 45 HAMMER
3- - TOP MOUNT DOUDLE JOIST WANDER
3 a - FACE MOUNT WEUJM RIGHT 45 DOUISL.E
3mL - FACE MOUNT SKEWED LEFT 45 DOUDLE NI��VG
X
r
71-
Q r1 -^e�Y
�y
c`
' `aa
4,
W
..w
i
W x
_ a
z
q q
T
`1.
is
y yyf
4-
t..
r_ C -�
mi-isms
0
0
' I
I
-J
03 OPT. #802
h
7
L TJI
BLOCKS
IER5TRAND
iR:
LOAD BEARING WALL
ABOVE (MUST STACK
OVER WALL BELOW)
2Cx�4' MIN.
'
'�SQUA54 -Iii
BLOCKS
Il' -1 1/2" B2
ALL' SIDING, BRICK FRONT OPT *490
ELEVATION •A". wBwq pC°
l�4" = 1' -0" 11 -1/8" "I" JOIST
NOTES
THIS DRAWING 13 PROVIDED TO CONVEY
DESIGN INTENT ONLY. NOT FOR CONSTRUCTION.
TRUSS MANUFACTURER /SUPPLIER 15 RESPONSIBLE
FOR ALL TRUSS DESIGNS AND VERIFICATION OF
STRUCTURAL ADEQUACY OF ALL ENGINEERED
FLOOR AND ROOF SYSTEMS AND SHALL PROVIDE
ENGINEERED LAYOUTS.
2x6 FILLER
ATTACH w/ 2 ROUrb
k0d NAILS STAGGERED
1 as" O.C.
SAM
04 OPT. •862
i11
3■
%I
n
ERS'RANV
ALL "I" JOISTS TO DE 111y" TJI/IS° PER tjXpe9"A —N NEERMG
LEGENDi
26 TJ LENGTH - I' INCREMENTS
CUT TO LENGTH IN FIELD
CS PANELS w/ T -PLY
CIS PANELS w/o T -PLY
"•ALILia8'FIANE15 TO BE llIt" TALL 4 NAVE STUDS 16" O.C. -
NOTES.
1. REFER TO tjXperf LAYOUT FOR QUANTITIES
OF "I" JOISTS, HANGERS, AND MISCELLANEOUS
MATERIALS
2. REFER TO tjXperf LAYOUT FOR DETAILS
3. FLOOR SHEATHING TO ME GLUED AND NAILED.
4. ALL RIM JOISTS PERPENDICULAR TO "I "JOISTS
ARE TO BE 11 %" TR'0E0it6TRAfV.
HANGER LEGENDS
TOP MOUNT SINGLE JOIST HANGER
w - FACE MOUNT 50<sLE JOIST HANGER
3" - FACE MOUNT SK£tiM RKaWT 45 WAkCAM
olwA - FACE MOUNT SKEWED LEFT 45 HAMMER
3- - TOP MOUNT DOUDLE JOIST WANDER
3 a - FACE MOUNT WEUJM RIGHT 45 DOUISL.E
3mL - FACE MOUNT SKEWED LEFT 45 DOUDLE NI��VG
X
r
71-
Q r1 -^e�Y
�y
c`
' `aa
4,
W
..w
i
W x
_ a
z
q q
T
`1.
is
y yyf
4-
t..
r_ C -�
mi-isms