06-01R-0044
N
I-- SHEATHING AS F
2'x4' PT. CONNECTED TO UPTURNED
TWO PLY TRUSS
THREE PLY TRUSS
CONNECTION
BOTTOM
FRAMING PLAN
CONC. TIE BEAM AS PER - —�
T
°
BEAM W1(4) 1/4'0 x 3 114' LONG
SECTION
(MAX. UPLIFT = 6.5000
(MAX. UPLIFT = 10,500#)
1/4'�
AS
BRACING AS
FLOOR FRAMING PLAN
STL. PLATE
GIRDER TRUSS
MARK
TAPGONS AND W/ (2) 164 NAILS
DESCRIPTION
I I
MARK
EG -1G-1
ROOF PLAN
EG-2
AND BEAM SCHEDULE
12 _`4'
(M 51ZEVERT
BOTT. OF BEAM
TO BOTT, G BRACING
2- 5/8'0
2- 3/4"0
PARTITIONS FOR SLABS A
VERT. REINF. IN CONC.
(MR SIZE VERT
BOLTS
BOLTS
(2)16d NAILS
THREE PLY TRUSS
(MAX. UPLIFT = 18,000 #)
FILLED CELLS AS PER
MASONRY REINF. SCHEDULE
11
I@' rn,
EC-3
SECTION 2
WD. TRUSSES A$ PER DEPRESS FOR CMU WALLS
sCALE:3 /a' = V-V
ROOF FRAMING PLAN SCALE:3(4' = t'�'
4- 3/4-o
12
0DETAII-11
6
SHEATHING AS PER
OR A 20' WIPE COLUM I ')
SCALE: N.T.S.
N.T.S
ROOF FRAMING PLAN
STL. PLATE
SHEATHING AS PER
NEW CM WALL
ROOF FRAMING PLAN
4 500 A301
1A
—<
12
DIAG.
4
ONE (1 )
4
WIDE x lay is U4'x 5'
L011
4- HILTIHIT -HAS•
CONNECTOR AS PER
THRU BOLTS
ROOF FRAMING PLAN 4
CONNECTOR SCHEDULE
TRUSSES AS PER
° HT50 +
STL. PLATE
ROOF FRAMING PLAN
—
2
a 21'-0
_
TWO (2)
-0°0, RED -HEAD TRU BOLT FOR 2 PLY TRUSS
SHEATHING AS PER
I I
3/8' THICK x 10'
ROOF FRAMING PLAN
5
i • #
�Q
�v
0 SECTION 10
SCALE:3 /4' = P-0'
R5-1 --,/ Ll
SECTION 7
SCALE :3 14' = P-Q'
. 11111 111 ## -
SECTION 3
SCALE:3/4' = i'-0'
PLYWOOD W/ 10d NAILS (2) Irod NAILS TO
SPACED a (VO.C. THROUGOUT
,;
li
•
m
I'
R5-I
STEEL COLUMN
TS -I
Ya1.1��c1L�iLTi,
# SHOWN FOR CLARITY
1/
+` t i j,
ME
0,
TWO PLY TRUSS
THREE PLY TRUSS
CONNECTION
SCHEDULE
FRAMING PLAN
T
°
�
SECTION
(MAX. UPLIFT = 6.5000
(MAX. UPLIFT = 10,500#)
1/4'�
HEADED STUDS TO CAP
STL. PLATE
GIRDER TRUSS
MARK
SHOP WELD GAP'_
DESCRIPTION
I I
MARK
EG -1G-1
DESCRIPTION
EG-2
COINCIDE OR LOCATED WITHIN
12 _`4'
(M 51ZEVERT
BOTT. OF BEAM
2- 5/8'0
2- 5/8'0
2- 3/4"0
PARTITIONS FOR SLABS A
A
I
(MR SIZE VERT
BOLTS
BOLTS
BOLTS
THREE PLY TRUSS
(MAX. UPLIFT = 18,000 #)
MIN. 8 "x12" CONC. TIE BEAM (F'c =3,000 PSI MINIMUM)
11
I@' rn,
EC-3
(THIS ANCHOR REQUIRES
CONNECTORS
END MEMBER 2'x6')
v 4 5/B'# A301
4- 3/4-o
EITHER A 20' DEEP BEAM
0DETAII-11
GdfRDBR TRU55 GC�II�IE C:TICN DETAILS
BOLTS
OR A 20' WIPE COLUM I ')
SCALE: N.T.S.
N.T.S
—0 "0, THRU BOLT FOR 2 PLY TRUSS
STL. PLATE
THRU BOLTS
ME
0,
PER TYP. NOTE ON --
GIRDER TRUSS
CONNECTION
SCHEDULE
FRAMING PLAN
h
SEE PLAN
SHOP WELD CAP
/8' THICK x 5' WIDE x 5•
4 -3/4' 0 x 0'-&'
I TO STEEL
1/4'�
HEADED STUDS TO CAP
I COL
I
STL. PLATE
GIRDER TRUSS
MARK
SHOP WELD GAP'_
DESCRIPTION
I I
MARK
OF COLUMN AND BEAMS TO
DESCRIPTION
Gr�TR�
COINCIDE OR LOCATED WITHIN
t =V4'x5'
(M 51ZEVERT
PARTITIONS FOR SLABS ABOVE
I I
COINCIDE OR LOCATED WITHIN
ROOF FRAMING PLAN
PARTITIONS FOR SLABS A
A
I
(MR SIZE VERT
0-
V0E x u5' L0W.
DO MEMBER 25c6')
ONC. FILLED STEEL GOLUM
pl-
MIN. 8 "x12" CONC. TIE BEAM (F'c =3,000 PSI MINIMUM)
11
I@' rn,
TOP REIN.
__
END MEMBER 2'x6')
v 4 5/B'# A301
SEE PLAN
1
^ <
3 "x3 "x -4" W/ EXTENDED LEG (Fy= 36Ksi) SEE
DIAL.
ONE (1 )
—0 "0, THRU BOLT FOR 2 PLY TRUSS
STL. PLATE
THRU BOLTS
NEW CM WALL
4 500 A301
1A
—<
4 "x4 "x-6" Wf EXTENDED LEG (Fy= 36Ksi) SEE
DIAG.
4
ONE (1 )
—w "0, THRU BOLT FOR 3 PLY TRUSS
WIDE x lay is U4'x 5'
L011
4- HILTIHIT -HAS•
THRU BOLTS
° HT50 +
STL. PLATE
—
2
TWO
(2) STL. PLATE -4"x4" (Fy= 36Ksi)
TWO (2)
-0°0, RED -HEAD TRU BOLT FOR 2 PLY TRUSS
* .
3/8' THICK x 10'
5
'
WIDE x V LONG.
O
n
TxP.
fir'
"x4 "x
"0,
3
STL.
PLATE 11 - 4 -6" (Fy= 36Ksi)
TWO (2)
-w RED -HEAD TRU BOLT FOR 3 PLY TRUSS
TTP•
SA
O
y
STL PLATE
to
4- HILTIHIT -HAS+
"x6 "x-8"
"0,
3A
STL.
PLATE 11- 4 (Fy= 36Ksi)
5A *
FOUR (4)
—w RED —HEAD TRU BOLT FOR 3 PLY TRUSS
'"
WfDEx & ONG
HT15D'�'t
¢
50TTOM CHORD G.T.
3B
STL.
PLATE 9^ w "x4 "x-6 " (Fy= 36Ksi)
6
PREFABRICATED TWO OR THREE PLY TRUSS
CONCRETE A
:
`°
(MNM.SIZE 2'xb')
ME
0,
I I GONC. FILLED STEEL COLUMN
DEEP HOLES LOCATED I I
AT 6' FROM TOP AND I ! I
BOTTOM SLAB BEAM AND I I
PER TYP. NOTE ON --
7
MIN. EXT. GRADE PLYWOOD, SEE PLAN FOR NAILING
CONC. SLAB/BEAM
FRAMING PLAN
h
SEE PLAN
SHOP WELD CAP
/8' THICK x 5' WIDE x 5•
4 -3/4' 0 x 0'-&'
I TO STEEL
1/4'�
HEADED STUDS TO CAP
I COL
I
PLATE AS SHOWN
5/5' THICK x 5' WI
5° I$'I
SHOP WELD GAP'_
�'
I I
TO STEEL COLUMN
OF COLUMN AND BEAMS TO
I I
COINCIDE OR LOCATED WITHIN
I I
OF coLUMN AND BEAMS To
PARTITIONS FOR SLABS ABOVE
I I
COINCIDE OR LOCATED WITHIN
ROOF FRAMING PLAN
PARTITIONS FOR SLABS A
A
I
0-
I
I
CMU WALL AS PER PLANS
/ 4 MASONRY WALL SCHEDULE
ONC. FILLED STEEL GOLUM
pl-
MIN. 8 "x12" CONC. TIE BEAM (F'c =3,000 PSI MINIMUM)
11
I@' rn,
TOP REIN.
__
SEE PLAN
I I GONC. FILLED STEEL COLUMN
DEEP HOLES LOCATED I I
AT 6' FROM TOP AND I ! I
BOTTOM SLAB BEAM AND I I
a Q
* SHEAR PLANE ACTING ON BOLT SHANK ONLY.
I# I
SECTION 14
SCALE:3/4' = r-'
N.T.S. h I _ �� nc' Coro cs ooiruf
ROOF FRAMING PLAN (2) 10@x4' LONG
�`= =— � 1 WOOD SCREWS
JACK TRU85ES AS PER
TT OM CHO ROOF FRAMING PLAN
A
PER TYP. NOTE ON --
7
MIN. EXT. GRADE PLYWOOD, SEE PLAN FOR NAILING
FRAMING PLAN
112' 0 HILTI KWK BOLT 11
/8' THICK x 5' WIDE x 5•
AT MID HEIGHT
I
1/4'�
'
—0"
5/5' THICK x 5' WI
5° I$'I
3 }' I
�'
TYP. STRUCTURAL
TB AS PER ROOF FRAMING—,,,
I
SOFFIT AS PER
PLAN 4 BEAM SCHEDULE
'
ROOF FRAMING PLAN
LONG SEAT PLATE
0-
CMU WALL AS PER PLANS
/ 4 MASONRY WALL SCHEDULE
8
MIN. 8 "x12" CONC. TIE BEAM (F'c =3,000 PSI MINIMUM)
LON's SEAT PLATE
I@' rn,
CONCRETE SHOP P TO SACK I
I I
CONCRETE MASONRY BLOCK
5 40F WELDED TO SACK I
SIDE PLATES L %
S
BEAM SIDE PLATES (IIELONG
`HALL BE Y* TYP3
ECG
I I
I I
X
9
a Q
* SHEAR PLANE ACTING ON BOLT SHANK ONLY.
I# I
SECTION 14
SCALE:3/4' = r-'
N.T.S. h I _ �� nc' Coro cs ooiruf
ROOF FRAMING PLAN (2) 10@x4' LONG
�`= =— � 1 WOOD SCREWS
JACK TRU85ES AS PER
TT OM CHO ROOF FRAMING PLAN
A
PER TYP. NOTE ON --
FRAMING PLAN
112' 0 HILTI KWK BOLT 11
615. 4' INTO TB
1/2' 0 HILTI KWK BOLT II
'
EMB. 4' INTO TB
TYP. STRUCTURAL
TB AS PER ROOF FRAMING—,,,
SOFFIT AS PER
PLAN 4 BEAM SCHEDULE
'
ROOF FRAMING PLAN
CMU WALL AS PER PLANS
/ 4 MASONRY WALL SCHEDULE
CMU WALL AS PER PLANS
4 MA50NRY WALL SCHEDULE
12-L 8' 2*
BOTTOM BRACING i CONNECTION
NOTE: DETAIL SECTION
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