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TRL55 MEm5EF
C-ONNECTION5
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(6)-314" 4P THR
RODS - COUNT
AND PI
RODS TO COL-I
TS COLUMN RE
HORIZONTAL T
D
BLOCK I1'
IX Tt(C"i I
FASCIA
RE: ARC
V.L. BE,
15mim
TIMBER TRUSS
MEM5EP-5 RFi ARCH.
14XI4 TRU55 POST —
9
5/4
AND NUTS - COUNTERSUNK
AND PLUG &ED (&" 5PACINO)
10 N I
3/4" -- 11-01,
FASCIA - ---- -a -
RE: ARCH.
IX T4t55OFFIT
BLOCK 1NO
:2X& 1 BLOCKING
EACH 51DE OF JOISTS
ROOF - JOIST RE: PLAN
EXTERIOR INFII L HALL
WITH 5HEATHIN6
SIMPI50N HU412
HAN(F7ER WITH NE13
6LOC,<INC-
VERSA-LAM BEAM RF
PLAN SLOPIN& IN
JOIST SPADE
FASCIA
RE: AROH.
51 -OPI Ne (4) -12
VERSA -LAM WINDOW
HEADER CONTINUOU5
IN EXTERIOR 2Xe> 5TLr,>
WALL (RE: SECTION
115�50 AND SHEET 52.3)
A
S t
T5 COLUMN RE: PLAN
114'-0"
OMM
R PLATE
.
HANGER
�5ECTION a
314 = I
IX T40 PECKINO
3X 12 RAFTER —,
314 = l' "
5 BEAM
WORK POINT
2x Td r->E0<jNe
314" 4P X 1 LAS -BOLT
(C,OVNTEP,5UN<)
0
1,2X1e> TIM BEAM
(4)-12XI2 TIMBER
C,OLU",
<112 -rO 31F->">
LLVJ t�
STEEL BEAM RE : PLAN
WITH 2X TOP PLATES
WITH 112" (P E30LTS
AT 2' -O" (5TA06iiEREV)
TOP OF BEAM ELEVATION
114" 2 -40�
�5ECTION
314' = 11-01,
lL �li.� Ab
c- F
;;;i
I
12
JOIST RE, PLAN
:2X& )
(EACH SIDE)
ii
ii
\ ----CONTINUOU5
2XI2 BLOOKIN6
ROOF 5HEATHINC-:
TOP PLATE
i �
FASCIA
(i
RE i ARCH.
5X4X5/e> BEAM WITH
2X6 TOP PLATE V41TH
114" (P THREADED
IX Tit .tom DeCKIN(9--j
<XXXl-XXll>
:2X& NE13
ROD AT 2'-0"
--LINE5
OF 2X6
EXTERIOR STUD WALL
(EAC,H aIDE)
5/4t1 11-00
5 BEAM
WORK POINT
2x Td r->E0<jNe
314" 4P X 1 LAS -BOLT
(C,OVNTEP,5UN<)
0
1,2X1e> TIM BEAM
(4)-12XI2 TIMBER
C,OLU",
<112 -rO 31F->">
LLVJ t�
STEEL BEAM RE : PLAN
WITH 2X TOP PLATES
WITH 112" (P E30LTS
AT 2' -O" (5TA06iiEREV)
TOP OF BEAM ELEVATION
114" 2 -40�
�5ECTION
314' = 11-01,
lL �li.� Ab
c- F
;;;i
I
'—ROOF
JOIST RE, PLAN
ii
ii
\ ----CONTINUOU5
BEVELED
ti
TOP PLATE
i �
(i
'--T5
5X4X5/e> BEAM WITH
2X6 TOP PLATE V41TH
114" (P THREADED
IX Tit .tom DeCKIN(9--j
ROD AT 2'-0"
--LINE5
OF 2X6
EXTERIOR STUD WALL
HITH 5HEATHIN& BEYOND
5/4t1 11-00
5 BEAM
WORK POINT
2x Td r->E0<jNe
314" 4P X 1 LAS -BOLT
(C,OVNTEP,5UN<)
0
1,2X1e> TIM BEAM
(4)-12XI2 TIMBER
C,OLU",
<112 -rO 31F->">
LLVJ t�
STEEL BEAM RE : PLAN
WITH 2X TOP PLATES
WITH 112" (P E30LTS
AT 2' -O" (5TA06iiEREV)
TOP OF BEAM ELEVATION
114" 2 -40�
�5ECTION
314' = 11-01,
lL �li.� Ab
c- F
;;;i
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