HomeMy WebLinkAbout19G
.4'
GROUT ALL CORES
BETWEEN BOND BEAMS
TOP BOND BEAM
EL 119'-4"
TOP BOND BEAM
EL 114'-8"
TOP BEAM
EL 110'-O"
STEEL BEAM
(SEE PLAN)
11 FRAMING DETAIL
3/4" = 1' -0 -
TOP SLAB
EL 116'-4"
TOP BEAM
EL 116'-O"
G
4"
COMPOSITE
TYP 3/16
CONIC SLAB
rg
STEEL BEAM °O o
(SEE PLAN) m
EL BEAM
2-1-300/8�•a ` BRG PLATE (SEE PLAN) TOP BOND BEAM
(1'-0" LONG) (SEE Pte) EL 114'-8'
(ONE EA SIDE WEB)
GROUT ABOVE
BOND BEAM TO
UNDERSIDE OF DECK
mTm
8' CMU . H
1/2- DIA HEADED
STUDS (6" LONG)
AT 1'-4" C TO C
TOP BEAM
EL 110'-0"
12 FRAMING DETAIL
3/4' = 1'-0"
6" SEE PLAN
i
L6x4x5/16 (1-1-11)-CLBEAM)
(CONT) COMPOSITE
CONIC SLAB
1/4' PREFORMED JOINT MATERIAL '
(ADHERE TO ANGLE)
- -- a -
L6x6x1/2 (6" LONG) _ 3/16 2®12
"T
AT 4'-0" C TO C
(LION)
1/2" PREFORMED JOINT L2x2x3/16 AT
MATERIAL (ADHERE TO = ' -
ANGLE) SEE PROJECT 4'-0" C TO C MAX
MANUAL - =
- - -- M 7STEEL BEAM
3/4' DIA ADHESIVE 15/16"x2
E STEEL BEAM " (SEE PLAN)
ANCHOR (6' EMBED) (SEE PLAN) VERT SLOT
INSTALL IN GROUTED
CMU CORE AT BOTTOM
TYP
OF VERTICAL SLOT 3/16
TIGHTEN NUT FINGER
TIGHT AND TACK WELD
NUT TO ANCHOR
ADJACENT 1/2"
CMU WALL
7 TYPICAL FLOOR EDGE CONNECTION
1" = 1'-0"
COMPOSITE I
CONIC SLAB
I 3/16 V3
-f `71 r-" 14--
/16V co
STEEL BEAM ca
(SEE PLAN) TOP BEARING PLATE m
SEE PLAN
BRIG PLATE
(SEE PLAN) - STEEL BEAM
(SEE PLAN)
2-L4x3x3/8 (LLV)
BOND (1'-0" LONG)
BEAM ONE EA SIDE WEB
10 FRAMING DETAIL
3/4" = 1'-0"
BEARING PLATE SCHEDULE
BEARING
PLATE
MARK
SIZE
THK x W x L
NUMBER
ANCHOR
RODS
REMARKS
BP1
1/2"x7"0"
2
BEAM BEARING
BP2
1 /2"x7 3/4'x7"
2
BEAM BEARING
FORGED STEEL
BEAM CLAMP
w/ WELDLESS
EYENUT
EQUIPMENT _/
SUPPORT
SECTION
5
SUPPORT MEMBER
(SEE NOTE)
ADJUSTABLE
CLEVIS
HANGER
FORGED STEEL
BEAM CLAMP
w/ WELDLESS
EYENUT
NOTE:
BEAM CLAMPS TO
BE PLACED AT
BOTTOM CHORD
PANEL POINTS
JOIST ARE USED
FOR SUPPORT
SUPPORT MEMBER
(SEE NOTE)
ADJUSTABLE
CLEVIS
HANGER
\_EQUIPMENT
SUPPORT
ELEVATION
EQUIPMENT SUPPORT
1 " (MIN) EQ EQ(MIN)EQ EQ 1"
STEEL BEAM
CL BEARING CL BEARING (SEE PLAN)
EA END I SLIDE BRG (SL)
316 2 (UON) I WHE INDICATED ON
PLAN (SEE 1-S2.3)
2-f8 STEEL BEAM BEARING PLATE
(2'-8" LONG) IN 8" (SEE PLAN) 1/2"0"0" (UON)
DEEP BOND BEAM) IBOTTOM
1/4" WHERE 1/4" I CMU
-- -- -L REQUIRED---- -- WALL
GROUTED CMU
(NO BEARING—
ON
EARING ON BRICK) I
VERT REINF FULL VERT REINF FULL
HEIGHT IN ELEVATIONHEIGHT IN SECTION
GROUTED GROUTED CORE TED CORE
A. BEAM PARALLEL TO MASONRY WALL
NOTE: 2_J5 7124 IN CL BEARING
FILL ALL CORES WITH 8" DEEP BOND (SEE PLAN FOR
GROUT FULL HEIGHT BEAM AT CORNER LOCATION)
BELOW BEARING
I STL BEAM (SEE PLAN)
-- - - mmc
" --- I
BEARING PLATE
CMU I I 1/2-0-0- (UON)
WALL
CMU III
WALL I
CL BEARING
CORNER III (SEE PLAN FOR
LOCATION)
III
LION 3/16 2 STL BEAM CMU
(SEE PLAN) WALL
STL BEAM (SEE PLAN)
BOTTOM PLATE —�
BEARING 1/4" WHERE REQUIRED
PLATE
1/2"x6"x8".
(UON) - 2-15 (2'-8" LONG) \,-BEARING PLATE
IN 8" DEEP BOND
BEAM CENTERED ON I I
CENTERUNE BEAM
VERT REINF SECTION PLAN
FULL HEIGHT
IN GROUTED B. BEAM PERPENDICULAR TO MASONRY WALL
CORE
6 BEAM BEARING ON MASONRY
NTS
E. SIMPLE BEAM AT MID BEAM
2 1/2"
MAX MR
(MAX) , GIRDER
3/4" DIA BOLTS
(SEE NOTE 2)
J11
3/16
STEEL
BEAM
SHEAR CONNECTION
(SEE NOTE 1)
NOTES:
1. BEAM TO GIRDER AND BEAM OR GIRDER TO
COLUMN SHEAR CONNECTIONS:
THE FABRICATOR HAS THE OPTION TO
USE WT, SHEAR PLATE, OR DOUBLE
ANGLE CONNECTIONS, LION
2. ALL CONNECTIONS SHALL BE DESIGNED IN
ACCORDANCE WITH AISC "SIMPLE SHEAR
CONNECTIONS," AND "HOLLOW STRUCTURAL
SECTIONS CONNECTION MANUAL," USING BEAM
END REACTIONS SHOWN ON THE FRAMING PLAN,
LION
WHERE REACTIONS ARE NOT SHOWN FOR
NON -COMPOSITE BEAMS, DESIGN CONNECTIONS
FOR 50% OF THE TOTAL ALLOWABLE UNIFORM
LOAD ON THE BEAM SPAN ACCORDING TO THE
AISC "MANUAL OF STEEL CONSTRUCTION," BUT
NOT LESS THAN 10 KIPS, LION
ALL CONNECTIONS SHALL HAVE A MINIMUM OF
2 BOLTS
3. USE DOUBLE ANGLES OR PLATES OR LARGER
DIAMETER BOLTS IN UEU OF ADDING A SECOND
ROW OF BOLTS ON ANY CONNECTION, LION
F. TYPICAL SEAM SPLICE
1/2"
L3 1/20 1/2x1/4
(TV) 4 TOTAL ( )
(2 EA SIDE)
I
3/4' DIA BOLTS
(SEE NOTE 2) 3/16
SHALLOWER STEEL
STEEL BEAM BEAM
if DEEPER
CENTERLINE ,, STEEL _ BEAM
SPUCE
PLAN LEGEND
BEAMS AND GIRDERS WILL BE FRAMED IN ACCORDANCE
WITH FRAMING PLAN LEGEND AS SHOWN BELOW
----8 BEAM CONTINUOUS AT COLUMN (DETAIL A)
--E30 TYPICAL BEAM AT COLUMN (DETAIL B OR D)
O BEAM TO SIDE OF COLUMN (DETAIL C)
1 TYPICAL STEEL FRAMING DETAILS E
0
w
NORMAL WEIGHT
CONCRETE (SEE S
CONCRETE SCHEDULE IN 116410 -
THE PROJECT MANUAL) 6x6 -W2.1 xW2.1 0
•
WELDED WIRE FABRIC
N 3
------- - — -- ——_—•_-----------'�--- "
04
N
\ VULCRAFT 1.5VL OR 1.5VU, 22
GA COMPOSITE DECK OR
APPROVED EQUAL (SHORE AS
NOTE: REQUIRED BY SDI SPECIFICATION %o
SEE THE PROJECT MANUAL DURING CONCRETE PLACEMENT)
Ok-
FOR ACCEPTABLE DECK
MANUFACTURERS Q
FIBROUS REINFORCEMENT •
AbQ WELDED WIRE FABRIC co
REQUIRED
1140
co
2 4' COMPOSITE CONCRETE SL\�A�''�B •
N'S
r
M
PIPE SLEEVE
(FIT TIGHT
INTO CORED
HOLE)
I I
WATERPROOF
COMPOSITE SEALANT
CONC SLAB
I I
----= — -- — —� I -- ------------
3 PIPE SLEEVE THRU CONCRETE SLAB
NTS
C>
0
CV
M
co
CD
N I
N
N
0 G
U
Y }
m
m
W
C v
N
N
co
CHERRY TREE SOFTBALL COMPLEX RENOVATIONS
208032.00.00