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---- -- 101
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OFFICE
I I VEST. 1 102 1 1 1
-- _--- -- - -
I I I I I I
6 WALL FRAMING PLAN
�AJ.3 SCALE: 1 /8" = V -0"
12 s I I I I I
I�
O. EXISTING JOIST
_ = 113' -9" +
O. WALL
_ = 111' -6"
O.HEADER
_ = 106-10"
<ISTING FINISH
_R. EL = 100' -0"
KEYED NOTES:
OEXISTING MASONRY BUILDING.
O EXISTING STEEL COLUMN.
O EXISTING STEEL GIRDER
EXISTING OPEN
O EXISTING OPEN WEB STEEL JOIST. WEB STEEL JOISTS
BEYOND
ONEW 3 5/8" INTERIOR METAL WALL SYSTEM,
SEE WALL ELEVATION 1 A& 1 B /A1.3.
O(3) 3 5/8" x 14 GA. (362S162 -68) (GR 50) FULL
HEIGHT STUD COLUMN.
O(2) 10 "x16 GA. (10008162 -54) COLD - FORMED
HEADER SPANNING BETWEEN FULL
HEIGHT STUDS.
O3 5/8" x 18 GA. (3628162 -43) METAL STUD
INFILL. SPACE STUDS @ 24" O.C. MAX..
O3 5/8 "x18 GA. (362T125 -43) CONTINUOUS
METAL STUD WALL TRACK FASTEN TO
EXISTING CONCRETE SLAB WITH HILTI X -U
POWDER- ACTUATED FASTENERS @ 12" 3" x4 3/4" x 10 GA. PLATE
O.C. ( 1 1/4" EMBEDMENT).PROVIDE (NEAR & FAR SIDE) WITH
MINIMUM (4) FASTENERS AT POST (2) #10 SCREWS TO
LOCATIONS. EACH STUD
10 (2) L 4" x 4 "x 1/4" SPANNING (3 MIN)
EXISTING OPEN WEB STEEL JOISTS, SEE
SECTION 10 OR 14/A1.3.
11 (3) 3 5/8" x 14 GA. (362S162 -68) (GR 50) STUD
COLUMN TO TOP OF WALL.
-----------------------------------
12 FASTEN BOX HEADER TO EXISTING
CONCRETE /CMU WALL W /(2) 4x4xl6 GAx6" ED]
BENT PLATES ((1) EACH SIDE) - FASTEN
BENT PLATES TO HEADER STUDS W /(3) #10 ----------------------------- - - - - --
- - - - --
SCREWS & TO WALL W /(3) 1/4 "x1 1/4" HILTI
KWIK -CON II FASTENERS
13 FASTEN GYPSUM BOARD SHEATHING W/ #6 j
DRY -WALL SCREWS @ 7" O.C. TYPICAL -
BLOCK HORIZONTAL PANEL EDGES WITH
20 GA. CONTINUOUS STRAPPING WITH 3 5/8" x 18 GA.
SOLID BLOCKING @ (2) END STUDS (362S162 -43) METAL
TYPICAL STUD INFILL. SPACE
STUDS @ 24" O.C. MAX.
9
12' -2 3/4"
4 7/8';4 5' -5 1/4" 2' -0" 2' -6" 2' -0"
OPENING OPNG OPNG OPNG
1 Al WALL FRAMING ELEVATION
A1.3 SCALE: 1/4" = 1' -0"
10 10
10 A1.3
TYP
7' -0"
9 9
2' -0" 2' -6" 2' -0" 5-0" 8' -2"
OPNG OPNG
YTYP
1 B WALL F
A1.3 SCALE: 1 /4" = i' -0'
4 7/8"
RAMING ELEVATION
4 /RS-
3 5/8"
PIECE L 3" x 3" x 3/16" x 10"
LONG (NEAR & FAR SIDE).
FASTEN TO EACH
SUPPORTING ANGLE WITH
(1) #12x1" SELF DRILLING
SCREW ,
BOTTOM OF EXISTING
JOIST EL = 113' -9 " ±"
(2) L 4" x 4 "x 114" SPANNING (3)
• • • EXISITNG OPEN WEB STEEL
JOISTS. FASTEN TO EACH
EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #12x1"
SELF DRILLING SCREW
(3) 3 5/8" x 14 GA (362S162 -68)
METAL STUD COLUMN
I I I
I I I (2) 10" x 16 GA (1000S162 -54)
COLD -FORM HEADER WITH
I I I CONT. TOP & BOTTOM TRACK
(TYPICAL)
I I
j TOP OF WALL
---------- - - - - -- 11 ----------------------------------------------------- EL _
111' -6"
I I I
------ - - - - -- d w . , . Y Y ----- . - - -_. _.__- _.-------- - - - --- ----------- -- - - - - --
(2) 10 "x16 GA (1000S162 -54)
COLD -FORM HEADER WITH
CONT. TOP & BOTTOM
TRACK (TYPICAL)
TOP & BOTTOM
WALL TRACKS
(TYPICAL)
...,
- if
...
.....
BOTTOM OF HEADER
----------------- ----- -------------- -- ---- - - - - --
EL = 106-10"
"STIFFCLIP HE" BY STEEL NETWORK, INC.
(OR EQUIVALENT) WITH (6) #10 SCREWS
TO STUD COLUMN & (6) #10 SCREWS TO
HEADER. INSTALL SCREW IN PATTERN
SHOWN. OVERLAP STIFFCLIP
CONNECTION PLATE AS REQUIRED.
TYPICAL AT ALL HEADERS
20 DETAIL (PARALLEL TO JOISTS)
A1.3 SCALE: 3/4" = 1' -0"
EXISTING OPEN
WEB STEEL JOISTS
3" x4 3/4" x 10 GA. PLATE
(NEAR & FAR SIDE) WITH
(2) #10 SCREWS TO
EACH STUD
f
8 x 1
5/
3 18 GA.
362S162 -43 METAL
STUD INFILL. E PA
S C
T "
STUDS @ 24 O C. M
f
.. J
...
�
ED
w
(2) 10 "x16 GA (1000S162 -54)
COLD -FORM HEADER WITH
CONT. TOP & BOTTOM
TRACK (TYPICAL)
EXISTING ROOF DECK
PIECE L 3" x 3" x 3/16" x 10"
LONG (NEAR & FAR SIDE).
FASTEN TO EACH
SUPPORTING ANGLE WITH
(1) #10x1" SELF DRILLING
SCREW
L 2" X 2" X 3/16" (3/16" X 1 FILLET
MINIMUM) WELDED TO TOP &
BOTTOM OF EXISTING JOIST
CHORDS AS SHOWN. —�
EXISTING OPEN
WEB STEEL JOISTS
(2) L 4" x 4" x 1/4" SPANNING (3)
EXISITNG OPEN WEB STEEL
JOISTS. FASTEN TO EACH
EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #12x1"
SELF DRILLING SCREW
14 DETAIL
A1.3 SCALE: 3/4" = V -0"
EXISTING OPEN
WEB STEEL JOISTS
BEYOND
0
BOTTOM OF EXISTING
JOIST EL = 113' -9 "t"
47
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(2) L 4" x 4 "x 1/4" SPANNING (3) (2) L 4" x 4" x 1/4" SPANNING (3)
1
EXISITNG OPEN WEB STEEL EXISITNG OPEN WEB STEEL
Z
7 l
I
EXISTING JOIST BOTTOM EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #10x1" CHORD ANGLE WITH (1) #12x1"
'
SELF DRILLING SCREW SELF DRILLING SCREW
0
#
Ln
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C
0—
0
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101—
3.0. EX'G JST
=L = 113' -9 "+
4
TYP @
7 13 8
13 7 8 THIS WALL A1.3 I
I 8
.0. WALL
L =111 -6
........................ ............................... ..............
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XI TIN S G FINISH
:.�
.
-R. EL = 100' -0"
9 6
9
9 16-9 7/8" 9
20' -11 3/4"
20' -11 3/4"
OPENING
1 B WALL F
A1.3 SCALE: 1 /4" = i' -0'
4 7/8"
RAMING ELEVATION
4 /RS-
3 5/8"
PIECE L 3" x 3" x 3/16" x 10"
LONG (NEAR & FAR SIDE).
FASTEN TO EACH
SUPPORTING ANGLE WITH
(1) #12x1" SELF DRILLING
SCREW ,
BOTTOM OF EXISTING
JOIST EL = 113' -9 " ±"
(2) L 4" x 4 "x 114" SPANNING (3)
• • • EXISITNG OPEN WEB STEEL
JOISTS. FASTEN TO EACH
EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #12x1"
SELF DRILLING SCREW
(3) 3 5/8" x 14 GA (362S162 -68)
METAL STUD COLUMN
I I I
I I I (2) 10" x 16 GA (1000S162 -54)
COLD -FORM HEADER WITH
I I I CONT. TOP & BOTTOM TRACK
(TYPICAL)
I I
j TOP OF WALL
---------- - - - - -- 11 ----------------------------------------------------- EL _
111' -6"
I I I
------ - - - - -- d w . , . Y Y ----- . - - -_. _.__- _.-------- - - - --- ----------- -- - - - - --
(2) 10 "x16 GA (1000S162 -54)
COLD -FORM HEADER WITH
CONT. TOP & BOTTOM
TRACK (TYPICAL)
TOP & BOTTOM
WALL TRACKS
(TYPICAL)
...,
- if
...
.....
BOTTOM OF HEADER
----------------- ----- -------------- -- ---- - - - - --
EL = 106-10"
"STIFFCLIP HE" BY STEEL NETWORK, INC.
(OR EQUIVALENT) WITH (6) #10 SCREWS
TO STUD COLUMN & (6) #10 SCREWS TO
HEADER. INSTALL SCREW IN PATTERN
SHOWN. OVERLAP STIFFCLIP
CONNECTION PLATE AS REQUIRED.
TYPICAL AT ALL HEADERS
20 DETAIL (PARALLEL TO JOISTS)
A1.3 SCALE: 3/4" = 1' -0"
EXISTING OPEN
WEB STEEL JOISTS
3" x4 3/4" x 10 GA. PLATE
(NEAR & FAR SIDE) WITH
(2) #10 SCREWS TO
EACH STUD
f
8 x 1
5/
3 18 GA.
362S162 -43 METAL
STUD INFILL. E PA
S C
T "
STUDS @ 24 O C. M
f
.. J
...
�
ED
w
(2) 10 "x16 GA (1000S162 -54)
COLD -FORM HEADER WITH
CONT. TOP & BOTTOM
TRACK (TYPICAL)
EXISTING ROOF DECK
PIECE L 3" x 3" x 3/16" x 10"
LONG (NEAR & FAR SIDE).
FASTEN TO EACH
SUPPORTING ANGLE WITH
(1) #10x1" SELF DRILLING
SCREW
L 2" X 2" X 3/16" (3/16" X 1 FILLET
MINIMUM) WELDED TO TOP &
BOTTOM OF EXISTING JOIST
CHORDS AS SHOWN. —�
EXISTING OPEN
WEB STEEL JOISTS
(2) L 4" x 4" x 1/4" SPANNING (3)
EXISITNG OPEN WEB STEEL
JOISTS. FASTEN TO EACH
EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #12x1"
SELF DRILLING SCREW
14 DETAIL
A1.3 SCALE: 3/4" = V -0"
EXISTING OPEN
WEB STEEL JOISTS
BEYOND
0
BOTTOM OF EXISTING
JOIST EL = 113' -9 "t"
47
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CHE K
C ED'
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I
(2) L 4" x 4 "x 1/4" SPANNING (3) (2) L 4" x 4" x 1/4" SPANNING (3)
1
EXISITNG OPEN WEB STEEL EXISITNG OPEN WEB STEEL
Z
JOISTS. FASTEN TO EACH JOISTS. FASTEN TO EACH
I
EXISTING JOIST BOTTOM EXISTING JOIST BOTTOM
CHORD ANGLE WITH (1) #10x1" CHORD ANGLE WITH (1) #12x1"
'
SELF DRILLING SCREW SELF DRILLING SCREW
0
(3) 3 518" x 14 GA (362S162 -68)
METAL STUD COLUMN
I '
I�I
(2) 10" x 16 GA (1000S162 -54)
COLD -FORM HEADER WITH
CONT TOP & BOTTOM TRACK
(TYPICAL) 10 DETAIL-
TOP OF WALL SCALE: 3/4" = 1'•0"
-------------------------- - - - - -- EL = 111' -6" A1.3
TOP &BOTTOM
WALL TRACKS
(TYPICAL)
BOTTOM OF HEADER
EL = 106-10"
"STIFFCLIP H
E" BY STEEL NETWORK
INC.
( 6
(OR EQUIVALENT) WITH ) #10 SCREWS
TO STUD COLUMN & (6) #10 SCREWS TO
HEADER. INSTALL SCREW IN PATTERN
SHOWN. OVERLAP STIFFCLIP
CONNECTION PLATE AS REQUIRED.
TYPICAL AT ALL HEADERS
4 DETAIL (PERP TO JOISTS)
A1.3 SCALE: 3/4" = 1' -0"
EXISTING ROOF DECK
PIECE L 3" x 3" x 3/16" x 10"
LONG. FASTEN TO EACH
SUPPORTING ANGLE WITH (1)
#12x1" SELF DRILLING SCREW
(3) 3 5/8" x 12 GA
(362S162 -97) METAL
STUD COLUMN
I
GENERAL NOTE:
SLIP CONNECTIONS,
I DO NOT FASTEN TO
STUD COLUMNS
PIECE L 3" x 3" x 3/16" x 10"
LONG (NEAR & FAR SIDE).
FASTEN TO EACH
SUPPORTING ANGLE WITH
(1) #12x1" SELF DRILLING
SCR W
Aby-. - 1
OWNER REVIE
PERMIT /BID
1
T
ensc�
xp. Date:
Professional c
SHEETS BEARING THIS SEAL
RESPONSIBILITY FOR ALL OT
OR INSTRUMENTS ARE DISCL
L
(3) 3 5/8" x 14 GA (3625162 -68)
METAL STUD COLUMN
GENERAL NOTE:
SLIP CONNECTIONS,
DO NOT FASTEN TO
STUD COLUMNS
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(3) 3 5/8" x 14 GA (3625162 -68)
METAL STUD COLUMN
GENERAL NOTE:
SLIP CONNECTIONS,
DO NOT FASTEN TO
STUD COLUMNS
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DATE:
08
JOB NO.:
31
SHEET:
i
SHEET 3