HomeMy WebLinkAboutS4.05A
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T/CAP PL = T/5EA'l-15
PLANS
SPANDREL 5E,4M Lu/___-
DBL. L SHEAR CONN.
0 I 0
W12 COLUMN. Lu/
CAP PL I x COL. SIZE --- ___
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DBL. L SHEAR CONN w/
,4325 -N BOLTS
Poo-
ROTATE 1300 A Z,
40
T
ROTATE 'BOO 5 j_ I ( ► I _ _ !_ - !' ' r _
4
40 40 _
ROOF GIRDERS ROOF GIRDERS ROOF 5EA1,41 ROOF 5EA'i'l
L-4
tj
0 1�
LL 8x4x1 x 0'-01/2 ' wil _1/s'� 4325-,SC
0X4X1 X L-J -0,/2 Lu/ Va y 4325-0C
BOLTS (61-if=-CRITICAL).
L Ox .4xl x 01-01/2' w/ 6' ,4325-SC
BOLTS (5LIf=-CRITIC4L).
PROVIDE SHORT -5LOTTED HOLE6
5OL7*6 (,SLIP-CR'ITICAL).
PROVIDE SHORT - SLOTTED HOLES
m
IN VERT. LEG OF BOTTOM L'5
PROVIDE SHORT - SLOTTED
IN VERT. LEG OF BOTTOM L'S
IN VERT. LEG OF 501 L'6
LU12 COLUMN wl
W12 COLUMN wl
CAP PL I x COL. 51ZE
CAP PL 1 x COL.
tz
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40
FIN, FLOOR LINE
0
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F
0
I Ti, 11,
DBL. L SHEAR CONN Lu/
SPANDREL E5EX-1 4325 -N 50L'76
DBL. L SHEAR CONN.
40
o -1 0 1
L 8x2+x1 x 0'-01/2' Lu/ lib' �4325-SC
LU12 COLUMN
BOLTS
PROVIDE SHORT - SLOTTED HOLES
IN VERT. LEG OF BOTTOM L's
ROOF GIRDER
jil
ROOF E3E,41111
L_ —,o __j 11
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BACKER BARS
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ROOF GIRDER
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ROTATE eOo C SEE NOTE ro
0 0
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ROTATE 900 D
40 t j
FLOOR GIRDERS FLOOR GIRDERS FLOOR 5EAI`_� FLOOR 5E,64",-1
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L
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W12 COLUMN Lu _T
CA11=1 FL 1 x COL. SIZE
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1/2' Lu/ 1/a"� 432F5-SC
ax4xl x 0'
LU12 COLUMN
BOLTS (61
ax4x1 x 0'-01/'2'
PROVIDE SHORT- SLOTTED HOLES
BOLTS (SLIP - CRITICAL). j IN VERT. LEG OF 50-11-70M L'S
PROVIDE SHORT - SLOTTED
HOLES
IN VERT. LEG OF E307-O'-" L'&
E
N
0
COPE FLANGES 46 RE Q'D.
CAP T I x COLUMN SIZE
ROOF GIRDER D5L.L CONNECTIONS
NOT SHOWN FOR CLARITY'
+
+
ROOF SEAM BEAM ROOF 5E,41-1
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A
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L,5x4x1 x 0' -8? 2'
ROOF GIRDER
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40
T-Tf=E 11 1-10t-IENT CONNECTIONS
1. ALL T'*I';=E 11 FLEXIBLE CONNECTIONS, DENOTED EYT
ON THE FRAMING PLANS SHALL BE SLIP C;RiTiCAL CONNECTIONS
U5iNG I 4' (:P ,4325 -SC E3OLTS, IN THE NUMBER 5HOWN ON THE
DETAILS.
2. THE CONTACT SU;l;;;JFACE SHALL BE CLASS A ---'!LL SCALE, DRS -
AND UNPAINTED WITHOUT EXCESSIVE LOOSE RUST OR MILL
3. BOLTS SHALL BE TIGHTENED 5T' THE TURN -OF- THE -NUT
METHOD, 5EE THE 'SPECIFICATION FOR STRUCTURAL JOINTS
USING 4671-1 4325 OR 44130 BOLTS' FOR REQUIRED TESTING.
ALTERNATE: USE LOAD - INDICATING WASHERS OR TENSION -
INDICATING BOLTS. 6U5!`-lIT PROPOSED 6'T'5TEt-`, TO ARCHITECT/
ENGINEER FOR REVIEW.
4. PROVIDE SHORT- SLOTTED VERTICAL HOLES IN THE OUT -
STANDING LEG OF THE BOTTOM CONNECTION "NGLE.
5. PROVIDE CAF fE I x COLUMN WIDTH AND DEPTH FOR,4LL
COLUMNS RECEIVING WELDED CONNECTIONS.
(o. 1!F ALTERNATE WELDING OF ANGLES TO SEAMS
15 CHOSEN CONSIDER THE FOLLOWING-
WHEN 5EXI-1; FLANGES ARE LESS THAN 4 NARROWER OR WIDER
THAN 17'2- WIDE ANGLE, INCREASE OR DEGREASE WIDTH OF ANGLE
ACCORDINGL'Ir' TO MAINTAIN 378' FILLET EACH 6!DE,
L. L CONNECTIONS
FLOOR G:RrDER--- FLOOR
NOT SHOWN FOR CLAR7
+ + +
FLOOR 5EXI-1 FLOOR 5E,4M! I FLOOR BEAM
+
+ + +1
4
\+ + +
4- 1 T 4 4
BOLTS (SLIP CRITICAL)
7c
L8x4x1 x O' -8'/2 ° ALTERNATE - SEE NOTE ro
LOx4x: x
FLOOR FLOOR GIRDER—_
DBL. L CONNECTIONS
NOT SHOWN FOR CLAR17`{'
FLOOR 5EA111-1
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