HomeMy WebLinkAbout0397.97.18it
V-11 114'
02 OPT. •227 BOX BAY
------------------------
24'-0 1/4'
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V-11 114'
02 OPT. •227 BOX BAY
------------------------
24'-0 1/4'
1 I
CD
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01
4.
L P- 11 3/4" 2'-4*
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GANt
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TJI
151-00CS
O
1A-------------------- -4
--------------------------
OPT. #802
03
ERSTRAND
�RD
LOAD BEARING WALL
ABOVE (MUST STACK
OVER WALL BELOW)
'\— 2x4 MIN.
116UCU1,4�'111
BLOCKS
II' -1 1/2"
ALA.' SIDING, BRICK FRONT OPT *490
ELEVATION 'A'. Aw. 13 IV
.4 11-1/8" "1" JOIST
NOTES
TM DRAWING 13 PROVIDED TO CONVEY
DESM WTENT ONLY. NOT FOR CONSTRUCTIM
TRUSS MANUFACTURER/SUPPLIER IS RESPONSHKE
f= ALL TRUSS DESIGNS VERIFICATION OF
-18TAWTURAL ADEQUACY OF All. ENGWERED -,
M0011111111 AND ROOF SYSTWS AND SHALL PROVmc
LAYOUTS.
p
2x6 FILLER
ATTACH W/ 2 ROWS
0d NAILS STAGGERED
or-
,, I'
0 OPT. ".*862
4
MTRAW
rl
ALL "I" JOISTS TO BE 11�y" TJI nit tjxper(kW-IMEzmW-
TJ LENWI-I - V lt-CREI1ENT8
OUT TO LEWSTW IN FIELD
-5 PANELS wl T-PLY
xxxxx—xxx= C15 PANELS w/o T-PLY
—ALU 1015 IMANWO TO 5E Illy" TALL 4 14AVS STUDS • 16- OJC.--.
NOTES,
L REFER TO qXperf LAYOUT FOR 0"ANTITIES
OF *11, JOISTS, HANGERS, AND MISCELLANEOUS
MATERIALS
2. REFER To OXporfl.AYOUT FOR DETAILS
3. FLOOR "ATWING TO 09 GLUED AND NAILED.
4, ALL RIM J"T6 PER10KNOICULAR TO 'I"JOISTS
ARE TO 8a 11,4* TIMSERSTRANP.
--HAWSER LIGEM
3nr - TOP MOUNT SMILE JOIST WAWAA
3ur - FACIS Ho{W SWALE JOIST WANWR
34m - FAC8 MOUNT e1 4�WjMT 46 14AHSK*
FACE MMNT SKIRLED LEFT'4'0 WMWR-
3m Top MOUNT DOMLE JOIST MANMER
PACE MMkT W4WJ:, WOW 40 DCJBLd, HAN44W,
3t*& Ho" WJMM "M 45 00SLE *"WAM x.
m
ri
�7 f
TJI
151-00CS
O
1A-------------------- -4
--------------------------
OPT. #802
03
ERSTRAND
�RD
LOAD BEARING WALL
ABOVE (MUST STACK
OVER WALL BELOW)
'\— 2x4 MIN.
116UCU1,4�'111
BLOCKS
II' -1 1/2"
ALA.' SIDING, BRICK FRONT OPT *490
ELEVATION 'A'. Aw. 13 IV
.4 11-1/8" "1" JOIST
NOTES
TM DRAWING 13 PROVIDED TO CONVEY
DESM WTENT ONLY. NOT FOR CONSTRUCTIM
TRUSS MANUFACTURER/SUPPLIER IS RESPONSHKE
f= ALL TRUSS DESIGNS VERIFICATION OF
-18TAWTURAL ADEQUACY OF All. ENGWERED -,
M0011111111 AND ROOF SYSTWS AND SHALL PROVmc
LAYOUTS.
p
2x6 FILLER
ATTACH W/ 2 ROWS
0d NAILS STAGGERED
or-
,, I'
0 OPT. ".*862
4
MTRAW
rl
ALL "I" JOISTS TO BE 11�y" TJI nit tjxper(kW-IMEzmW-
TJ LENWI-I - V lt-CREI1ENT8
OUT TO LEWSTW IN FIELD
-5 PANELS wl T-PLY
xxxxx—xxx= C15 PANELS w/o T-PLY
—ALU 1015 IMANWO TO 5E Illy" TALL 4 14AVS STUDS • 16- OJC.--.
NOTES,
L REFER TO qXperf LAYOUT FOR 0"ANTITIES
OF *11, JOISTS, HANGERS, AND MISCELLANEOUS
MATERIALS
2. REFER To OXporfl.AYOUT FOR DETAILS
3. FLOOR "ATWING TO 09 GLUED AND NAILED.
4, ALL RIM J"T6 PER10KNOICULAR TO 'I"JOISTS
ARE TO 8a 11,4* TIMSERSTRANP.
--HAWSER LIGEM
3nr - TOP MOUNT SMILE JOIST WAWAA
3ur - FACIS Ho{W SWALE JOIST WANWR
34m - FAC8 MOUNT e1 4�WjMT 46 14AHSK*
FACE MMNT SKIRLED LEFT'4'0 WMWR-
3m Top MOUNT DOMLE JOIST MANMER
PACE MMkT W4WJ:, WOW 40 DCJBLd, HAN44W,
3t*& Ho" WJMM "M 45 00SLE *"WAM x.
m