HomeMy WebLinkAboutS103.31_4x4x} CONT. WELD
TO 1_44's ABOVE
STEEL BEAM 1_444 BRACES AT 5'-0" O.C. (MAX.)
PER PLAN AND AT ENDS OF PARTITION.
SLOPE 45 DEGREES. FULLY WELD.
�}" THICK STIFFENER PLATE
AT EACH BRACE
ROD SUPPORT FOR
PARTITION TRACK DESIGNED
AND FURNISHED BY
PARTITION MANUFACTURER
NOTE-
- ROD SUPPORT SHOULD ALTERNATE ATTACHMENT TO EITHER
SIDE OF CHANNEL ALONG LENGTH IN ORDER TO BETTER
"BALANCE" LOAD
— G.0 TO CHORD. NUMBER, SIZE, GAGE, AND SPACING OF
SUPPORT RODS REQUIRED PER PARTITION MANUFACTURER
WITH STEEL FABRICATOR
EXIST. ROOF JOIST AND DECK
— SEE PLAN
L4x4x} AT 5'-0" O.C. (MAX.)
AND AT ENDS OF PARTITION.
WELD ANGLE TO JOISTS.
HANGING PARTITION WALL SUPPORT DETAIL
SCALE: z" BE 1'-0"
J"O A325 THRU BOLT W/ }"
WASHERS AND LOCK NUTS AT
THREADED END. HAND TIGHTEN
ONLY TO ALLOW VERTICAL DEFLECTION
5
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
�VTI�\Dw�1DML
DATE: 10/14/19
Z"0 A325 THRU BOLT W/ 14"
WASHERS AND LOCK NUTS AT
THREADED END. HAND TIGHTEN
ONLY TO ALLOW VERTICAL DEFLECTION
EXISTING ROOF JOIST
MC8x8.5 ON EACH SIDE OF
COLUMN SPANNING BETWEEN JOISTS AND FULLY
WELDED TO BOTTOM CHORD OF JOISTS. PROVIDE
2" VERTICAL SLOT IN EACH CHANNEL TO ALLOW
ROOF JOIST DEFLECTION.
STEEL COLUMN,
SEE PLAN
2 T/COLUD
Q elSCALE: J"=1'-0"
EXISTING JOIST GIRDER,---,,�L3x3xj FIELD WELDED BETWEEN
SEE PLAN FOR SIZE EXISTING JOISTS AT FIRST PANEL POINT
3/1
3/1
EXISTING JOIST GIRDER
MC8x8.5 x 2'-6" LG ON EACH SIDE OF
COLUMN FULLY WELDED TO BOTTOM CHORD
OF JOIST GIRDER. PROVIDE 2" VERTICAL
SLOT IN EACH CHANNEL TO ALLOW
ROOF GIRDER DEFLECTION.
STEEL COLUMN, ,J"O A325 THRU BOLT W/ J"
SEE PLAN WASHERS AND LOCK NUTS AT
THREADED END. HAND TIGHTEN
ONLY TO ALLOW VERTICAL DEFLECTION
L2x2x} KICKER AT EA. POST
FULLY FIELD WELDED TO CHANNEL
AND ANGLE AT EITHER END
T/COLUMN CONNECTION DETAIL AT PARTITION SUPPORT (G
SCALE: T}"=1'—O"
3/16 4"
3/16 4"
12"0 A325 THRU BOLT W/ y"
WASHERS AND LOCK NUTS AT
THREADED END. HAND TIGHTEN
ONLY TO ALLOW VERTICAL DEFLECTION
STEEL COLUMN,
SEE PLAN
4"
EXISTING ROOF JOIST
DEPTH
AT EA. POST
TO CHANNEL EACH END
\._MC8X8.5 ON EACH SIDE OF
COLUMN SPANNING BETWEEN JOISTS AND FULLY
WELDED TO BOTTOM CHORD OF JOISTS. PROVIDE
2" VERTICAL SLOT IN EACH CHANNEL TO ALLOW
ROOF JOIST DEFLECTION.
SECTION A -A
CONNECTION DETAIL AT PARTITION SUPPORT
COLUMN EXTENDS TO -
ROOF FRAMING ABOVE
MIN.
{g" MIN. 0
0
0
STEEL COLUMNS 0
J" FIN PLATE Will
(4)-34"0 A325 BOLTS
BEAM TO COL, CONN. AT PARTITION SUPPORT
SCALE: 3/4" = V-0
CONNECT 1" BASE PLATE
TO TOP OF SLAB W/ (4)
e"0 SIMPSON STRONG —TIE
TITEN—HD ANCHORS
(GA = 9" MIN.)
(EMBEDMENT = 21"
PARTITION SUPPORT COLUMN BASEILATE
SCALE: NOT TO SCALE
HANes GIPSON & Assoc1ATES
CIVIL " STRUCTURAL
CONSULTING ENGINEERS
1550 NORTH BROWN ROAD
SUITE 100
LAWRENCEVILLE. GEORGIA 30043
PHONE: (770) 491-7550
FAX (770) 491-7750
NOTE, These Lrawings are NOT TO OE
REPRODUCED for the purpose
of generating ehop drawings
wamoul lM1e WRII-fEN MPROVAL
of the STRUCNRAL ENGINEER.
ASSOCIATES AND IS NOT TO BE REPRODUCED IN
WHOLE OF IN PART IT IS NOT TU BE USED ON ANY IT"'
PHOTO T AND SHALL BE RETURNED UPON REQUEST ( OPC
RIGHT AS DATED HANDS. GIPSON I ASSOCIATED NOT
RELEASED FOR CONSTRUCTION
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20-19033
" 12 JULY 2019
SECTIONS AND
DETAILS
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