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1x6 CONTINUOUS
3/4" APA RATED ---�
STURDI FLOOR
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WI4 BEAM 3/8 "x4'x12' PLATE
W/ NAILER W/ 3/8'0 HEADED STUD
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#5 0 12' EACH WAY
12'
11 TYPICAL SECTION
scale: 3/4 '=1' -0"
S-41
2x6 0 1' -4'
7/16' APA RATED
WALL SHEATHING
/
1/4' V 2' �
#5 CONTINUOUS
SEE PLAN
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16d NAILS 0 12'
2x6 CONTINUOUS
1x6 CONTINUOUS
3/4' APA RATED
STURDI FLOOR
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S-4 scale: 3/4' =1' -0"
2x6 CONTINUOUS
1x6 CONTINUOUS -
TJl 0 4'-Op-
8d NAILS 0 4"
3/4-APA RATED
STURDI FLOOR
TJI
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8 SECTION
S-41 scale: 3/4 " =1' -0"
1x6 CONTINUOUS
TJI 0 4' -0"
8d NAILS 0 4" -�
3/4 "APA RATED
STURDI FLOOR
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TJI
STIFFENER
2x8 PRESSURE TREATED"'
SOLE PLATE WITH 1/2"
DIAMETER BOLTS 0 4' -0'
#5 0 12' EACH WAY
- 2x6 0 1' -4'
7/16" APA RATED WALL SHEATHING
TJI BLOCKING, ATTACH TO
TOP PLATE WITH 10d NAILS 0 6"
- TJ1 CONTINOUS WITH
2" WIDE FLANGE MAX.
IOD NAILS 0 6"
-2 -2x6 CONTINUOUS
- 2x6 0 1' -4'
2x6 0 1' -4'
7/16" APA RATED WALL SHEATHING
16d NAILS 0 12"
- 20 BETWEEN TJI's
10D NAILS 0 6"
-2 -2x6 CONTINUOUS
- 2x6 0 1' -4"
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1x6 CONTINUOUS
3/4' APA RATED ---�
STURDI FLOOR
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10 SECTION
scale: 3/4' -1' -0"
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--- 2x6 0 2' -0"
7/16" APA RATED WALL SHEATHING
16d NAILS 0 12'
-TJ BLOCKING
-10D NAILS 0 6'
FLOOR JOISTS
SEE PLAN
84"
3 RETAINING WALL
S-4 scale: 1/2'=1'-O"
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3/4' APA RATED
STURDI FLOOR
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S- 4 scale: 3/4 " =1' -O"
PLY1
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7/16" APA RATED
- WALL SHEATHING
/ 1/4" V 2"
�1 - #5 CONTINUOUS
SEE PLAN ,b,
I_III =III
5 x 3' -0 0 12"
-III III
I III I'
..III ICI
TRUSS T1
TRUSS T2
TRUSS T3
12
6 F7
12 6
27'- 101/2" �II (I 20' -51/2' I
TRUSS T4 VERIFYDIMENSIONS
WITH EEVATOR MANUFACTURER
12 12
s
TRUSS T5
12 12
4„ g (�- -- 6
I W = 50 PLF DEAD
"/-w = 400 PLF LIVE
'IRIDGING AT
ID OF JOIST
AT BEAMS
5 SECTION
S-4 scale: 3/4 " =1' -0"
PLYWOOD SPACER
AS REQUIRED
"X" BRIDGING AT
END OF JOIST
AT BEAMS
6 SECTION
S- 4 J scale: 3/4 "=1' -0"
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2 BY LUMBER TRIMMED TO MATCH STEEL BEAMS
FLANGE WIDTH, WITH 1/2' DIAMETER BOLTS
0 24" STAGGERED
FORMED JOIST HANGER
1
S -4
SEE PLAN SEE PLAN -101
10' -0" -0"
TRUSS T6
TRUSS SHAPES
scale: NTS
SEE PLAN
6 0 2' -0"
7/16" APA RATED PRESSURE TREATED
SHEATHING 2 -2x6 CONTINUOUS
WITH 1/2'0 BOLTS 0 4' -0'
SEE PLAN
N
SEE PLAN
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S-4 scale :1/2 " =1' -0"
#4 0 12"
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SEE MECHANICAL
DRAWINGS FOR
PERIMETER DRAINS
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S- 4 scale: 3/4 " =1' -O"
PLY1
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COLUMN SEE PLAN
7/16" APA RATED
- WALL SHEATHING
/ 1/4" V 2"
�1 - #5 CONTINUOUS
SEE PLAN ,b,
I_III =III
5 x 3' -0 0 12"
-III III
I III I'
..III ICI
TRUSS T1
TRUSS T2
TRUSS T3
12
6 F7
12 6
27'- 101/2" �II (I 20' -51/2' I
TRUSS T4 VERIFYDIMENSIONS
WITH EEVATOR MANUFACTURER
12 12
s
TRUSS T5
12 12
4„ g (�- -- 6
I W = 50 PLF DEAD
"/-w = 400 PLF LIVE
'IRIDGING AT
ID OF JOIST
AT BEAMS
5 SECTION
S-4 scale: 3/4 " =1' -0"
PLYWOOD SPACER
AS REQUIRED
"X" BRIDGING AT
END OF JOIST
AT BEAMS
6 SECTION
S- 4 J scale: 3/4 "=1' -0"
,ni„, nni i.IU420
2 BY LUMBER TRIMMED TO MATCH STEEL BEAMS
FLANGE WIDTH, WITH 1/2' DIAMETER BOLTS
0 24" STAGGERED
FORMED JOIST HANGER
1
S -4
SEE PLAN SEE PLAN -101
10' -0" -0"
TRUSS T6
TRUSS SHAPES
scale: NTS
SEE PLAN
6 0 2' -0"
7/16" APA RATED PRESSURE TREATED
SHEATHING 2 -2x6 CONTINUOUS
WITH 1/2'0 BOLTS 0 4' -0'
SEE PLAN
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SEE PLAN
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S-4 scale :1/2 " =1' -0"
#4 0 12"
EACH WAY
SEE MECHANICAL
DRAWINGS FOR
PERIMETER DRAINS
co
2' -6 "0 PIER
THE W MATO CONTMED NEREN IS THE MuSNE PROPERTY OF wALSH 801EMC SERYIfM P.C.
AND IS THEREBY PROTECTED %W CV1"T LAMS THE WMALIDEAS REPRESENTED HEREdI BY THIS
MFMATION SHALL NOT BE USED ALTERID OR HEPRODIx ED N ANY RIMMER MITHOUT THE EXPRESSED
IIfCTTFN CdISENT OF wALSH ENpMEEttNO SERV4CES, P.C.
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NO.
_ 8800973
�•• STATE OF
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Phase Date
t
D 04/04/05
D
0
0
0
Project No Drawn by:
05024 KHA
TRUSS
SHAPES
4