HomeMy WebLinkAbout0907.95G2HEADER SECURED TO
WITH (4) 1/2'x1' BOLTS
W/ WASHERS BOTH
SIDES
HEIGHT VERIES AT
ENDWALL TAPPERED
HEADER, SEE PLANS
�3/4' FOR ROOF SLOPE t
LENGTH OF HEADER
ga EXPANSION ANGLE
DIA. BOLTS
12 ga EXPANSION ANGLE WELDED TO —,
INSIDE HEADER FOR ZEE BEAM CONNECTION.
SEE PLANS FOR HEIGHT. HEIGHT VARIES AT
TAPERED HEADER CONNECTION PLATE SECURED
AT LOCATIONS WHERE SNOIt,N
GEE COLUMN, SEE
PLANS FOR SIZE
AND LOCATION
L 2' X 2' x 20 ga. ANGLE
EA. END OF PARTITION
WALL. FASTEN TO PIER
TOP, BOTTOM, AND MIDDLE
PLATE W/ (3) 012 TEKS
IN PLANS• FASTEN PANELS TO ANGLE
W/ '12 TEKS • EVERY
CORRIGATION (TYP.)
R PANEL INSIDE CLOSURE
W/ TAPE SEALER OVER AND
UNDER CLOSURE
014 SD8 HEX HEADS
INSTALL PER MBCI
CONSTRUCTION 030 26 GA. GALVALUME ULTRA DEK
OR RABCO INC. 6' ROOF INSULATION
INSTALLATION PRO- PER CONTRACT.
CEDURES MANUAL.
26 GA M -PANEL BY —
RABCO AS REQUIRED
IN ELEVATIONS. FASTEN
TO 445x16 GA. GEE
COLUMN • EVERY COR-
ATION W/ 010 8DS
TOP TRACK - 4x4x14 GA
CHANNEL
012x1' SDS EACH SIDE (TYP.)
4016 CEE COLUMN PER PLAN
5' -0' O.G. AT PERIMETER
EXTERIOR WALL
INSULATION PER CONTRACT
4xl2x18 GA. BASE CHANNEL
TRACK ANCHORED TO SLAB W/
1/2'x2 3/4' RAW.. SPIKES OR
ANCHORES • 2' -6' O.G.
35' SLAB AS
REQUIRED IN PLAN
18' GALVANEAL PIERS
TEX COTE PAINTED
(2) 1/2'� x 4 3/4' EXP.
BOLTS OR RAW.. SPIKES
TWRU PIER BASE PLATE
TO CONCRETE FLOOR
CONT. 15x1125 RAINLIP
U
1 SECTION
1/2' x I /2' A301 BOLT
• ZEE TO GEE COLUMN AND
(2) BOLTS PER 1 1/2' SHORT
LAP CONDITIONS FOR ALL
4x25x16 GA. ZEE BEAMS
26 GA M -PANEL BY
RABGO AS REQU I RED
IN ELEVATIONS. FASTEN
TO 4x25xl6 GA. GEE
COLUMN 0 EVERY COR-
RUGATION W/ 010 SDS
• &' O.C. VERTICAL.
1/2' x 3 1/2 EXP. BOLTS OR
RAWL SPIKES THRU 4' GEE
BASE PLATE TO CONCRETE
FLOOR. SEE DETAIL 3/5 -9
WWF W1.4x1.4 - 6x6 -- i
15' x 22 GA. CONCRETE
COMPOSITE DECK LAYOUT
• 3 CONT. SPANS MIN.
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE TO CEE COLUMN AND
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE LAP SPLICE. PROVIDE
MBCI STANDARD SHORT LAP
SPLICE 1 1/2' TYP. UNLESS
OTHERWISE NOTED ON PLAN.
ZEE BEAM AS REQUIRED IN
PLAN 8x35x12 GA FABRICATED
IN TWO SPAN CONDITIONS AT ALL
POSSIBLE CONDITIONS.
6C12 - 6' - 12 GA. CEE
COLUMN - PRIME PAINTED
(2) 1/2'9' x 4 3/4' EXP.
BOLTS OR RAW.. SPIKES
THRU 6' CEE BASE PLATE
TO CONCRETE FLOOR
SEE DETAIL 4/8 -9
ZEE BEAM, SEE
PLANS FOR SIZE
AND LOCATION
L 5x25x12 GA. x 35' -
LONG BASE ANGLE
AT INSIDE GEE POST
CONCRETE SLAB AS
REQUIRED ON PLAN
GRADE C PANEL
(GAUGE AS SPECIFIED)
Fy - 83000 PS 1
PARTITION PANELS
010 TEKS • 20' O.C.
SEAM STITCH SCREWS.
ATTATCH PANEL TO GEE COLUMN W/
012 TEK 0 EVERY CORRIGATION VERT.
SECTION
3 1/2'
1 3/4'
N
112 %Y RAWL'S LOK/BOLT
BLEEZE ANCHOR INSTALLED
W/ MIN. EMBEDMENT OF 3'
INTO CONCRETE SLAB AT
LOW CONCRETE DECK
CORRUGATIONS AND THE
FULL 2' INTO CONCRETE SLAB
AT HIGH CONCRETE DECK
CORRUGATIONS
014 TEK SCREW EA. FLANGE
1/2'0 A325 BOLT
1/2' LIP ON INSIDE
LIP ONLY
— 3' MIN. EMBED
3 SECTION
26 GA. GALVALUME ULTRA DEK
1/2' x 3 1/2' EXP. BOLTS OR
RAWL SPIKES THRU 4' GEE
BASE PLATE TO CONCRETE
SLOOR SEE DETAIL 3/5-9
`-15' x 22 GA. CONCRETE
—_ COMPOSITE DECK LAYOUT
• 3 CONT. SPANS MIN.
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE TO CEE COLUMN AND
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE LAP SPLICE. PROVIDE
MBCI STANDARD SHORT LAP
— SPLICE 1 I/2' TYP. UNLESS
\ OTHERWISE NOTED ON PLAN
`— ZEE PURLIN AS REQUIRED IN
PLAN 8x35x12 GA. FABRICATED
— IN TWO SPAN CONDITIONS AT ALL
— POSSIBLE CONDITIONS.
6C12 - be - 12 GA. CEE
COLUMN - PRIME PAINTED
(2)112'o x 4 3/4' EXP.
BOLTS OR RAWL SPIKES
THRU 6' CEE BASE PLATE
TO CONCRETE FLOOR
SEE DETAIL 4/5-9
4
v
FASTENER 0140/8 •
6' O.C. (TYP-)
TAPE SEALER -
DOUBLE BEAD e
14x1' (5
PER PANEL)
(TYPICAL)
3'
1 1/2'
0 0
C
N n
r
1 1/2'
BENT PLATE 1x35xl/4'x5 1/2' WIDE
W/ 4 EA. 112'pr A325 BOLTS AND W/ 2
EA, HILTI KB II 12 -334 INSTALLED W/
MIN. EMBEDMENT OF 3' INTO CONCRETE
SLAB (SUBSTITUTE - RAWL SPIKES
OR ANCHORES)
CONCRETE SLAB AS
F REQUIRED ON PLAN
r-
3' MIN. EMBED
SEC
T I ON
S _ p N.T S.
RIDGE FLASHING
'R' PANEL OUTSIDE CLOSURE
2 ROOF PANEL (TYP)
METAL SHEAR WAf '
014 x 3/4' TEKS •
12'0-G- - COVER
W/ PROTECTIVE
PLASTIC GAPS
, NSULATION (SEE SECTION)
(2) 012 TEKS AT 24' OTC. (TYP.)
4Zi6 GA. ROOF ZEE BEAM
SECTION
S_ p N.T.°v.
1 1/2' x 1 1/2' x 00418
PERIMETER ANGLE •
PERIMETER OF SWEAR
WALL PANEL.
STIFFNER PLATE • TOP
AND MID - HEIGHT
- 18 ga. PIER
SECTION
_ N.T,5.
PIER TOP PLATE
18 ga. HEADER •
SIDEWALLS
I6 ga. HEADER •
ENDWALLS
�- 18 ga. PIER
SECTION
_ 9 N.T.B.
18 ga. PIER
U
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O
ANGLE WELDED
TO 12 ga. PLATE
12 a. PLATE WELDED TO
IN51DE FACE OF PIER
STIFFENER
I' x 13' TYP.
(2 REQ'D.)
I - 012 TEK8 EA. SIDE
STIFFENER
I' x 13' TYP.
(2 REQ'D.)
I - 012 TEKS EA. SIDE
WELD BASE PLATE
TO PIER
PIER BASE PLATE SECURED
TO CONCRETE BLAB W/ (2)
1/2' x 3 3/4' WEDGE ANCHORS
ZEE BEAM
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Drawn By
Designed By
Project No.
Date
BUIX
RUG
• 6' OZ. VERTICAL.
" ..
SET COLUMN BACK I V2' —
OFF 8LA5 EDGE OR
VERIFY DISTANCE
REQUIRED FOR STUCCO
SYSTEM PER ARCH.
Z PANEL FLASHING
PER CONTRACT.
f-
18 GA. HEADER
t
e..
.f
' 1
�
TOP TRACK - 4x4x14 GA
CHANNEL
012x1' SDS EACH SIDE (TYP.)
4016 CEE COLUMN PER PLAN
5' -0' O.G. AT PERIMETER
EXTERIOR WALL
INSULATION PER CONTRACT
4xl2x18 GA. BASE CHANNEL
TRACK ANCHORED TO SLAB W/
1/2'x2 3/4' RAW.. SPIKES OR
ANCHORES • 2' -6' O.G.
35' SLAB AS
REQUIRED IN PLAN
18' GALVANEAL PIERS
TEX COTE PAINTED
(2) 1/2'� x 4 3/4' EXP.
BOLTS OR RAW.. SPIKES
TWRU PIER BASE PLATE
TO CONCRETE FLOOR
CONT. 15x1125 RAINLIP
U
1 SECTION
1/2' x I /2' A301 BOLT
• ZEE TO GEE COLUMN AND
(2) BOLTS PER 1 1/2' SHORT
LAP CONDITIONS FOR ALL
4x25x16 GA. ZEE BEAMS
26 GA M -PANEL BY
RABGO AS REQU I RED
IN ELEVATIONS. FASTEN
TO 4x25xl6 GA. GEE
COLUMN 0 EVERY COR-
RUGATION W/ 010 SDS
• &' O.C. VERTICAL.
1/2' x 3 1/2 EXP. BOLTS OR
RAWL SPIKES THRU 4' GEE
BASE PLATE TO CONCRETE
FLOOR. SEE DETAIL 3/5 -9
WWF W1.4x1.4 - 6x6 -- i
15' x 22 GA. CONCRETE
COMPOSITE DECK LAYOUT
• 3 CONT. SPANS MIN.
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE TO CEE COLUMN AND
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE LAP SPLICE. PROVIDE
MBCI STANDARD SHORT LAP
SPLICE 1 1/2' TYP. UNLESS
OTHERWISE NOTED ON PLAN.
ZEE BEAM AS REQUIRED IN
PLAN 8x35x12 GA FABRICATED
IN TWO SPAN CONDITIONS AT ALL
POSSIBLE CONDITIONS.
6C12 - 6' - 12 GA. CEE
COLUMN - PRIME PAINTED
(2) 1/2'9' x 4 3/4' EXP.
BOLTS OR RAW.. SPIKES
THRU 6' CEE BASE PLATE
TO CONCRETE FLOOR
SEE DETAIL 4/8 -9
ZEE BEAM, SEE
PLANS FOR SIZE
AND LOCATION
L 5x25x12 GA. x 35' -
LONG BASE ANGLE
AT INSIDE GEE POST
CONCRETE SLAB AS
REQUIRED ON PLAN
GRADE C PANEL
(GAUGE AS SPECIFIED)
Fy - 83000 PS 1
PARTITION PANELS
010 TEKS • 20' O.C.
SEAM STITCH SCREWS.
ATTATCH PANEL TO GEE COLUMN W/
012 TEK 0 EVERY CORRIGATION VERT.
SECTION
3 1/2'
1 3/4'
N
112 %Y RAWL'S LOK/BOLT
BLEEZE ANCHOR INSTALLED
W/ MIN. EMBEDMENT OF 3'
INTO CONCRETE SLAB AT
LOW CONCRETE DECK
CORRUGATIONS AND THE
FULL 2' INTO CONCRETE SLAB
AT HIGH CONCRETE DECK
CORRUGATIONS
014 TEK SCREW EA. FLANGE
1/2'0 A325 BOLT
1/2' LIP ON INSIDE
LIP ONLY
— 3' MIN. EMBED
3 SECTION
26 GA. GALVALUME ULTRA DEK
1/2' x 3 1/2' EXP. BOLTS OR
RAWL SPIKES THRU 4' GEE
BASE PLATE TO CONCRETE
SLOOR SEE DETAIL 3/5-9
`-15' x 22 GA. CONCRETE
—_ COMPOSITE DECK LAYOUT
• 3 CONT. SPANS MIN.
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE TO CEE COLUMN AND
(2) 1/2' x 1/2' A325 -N BOLTS
• ZEE LAP SPLICE. PROVIDE
MBCI STANDARD SHORT LAP
— SPLICE 1 I/2' TYP. UNLESS
\ OTHERWISE NOTED ON PLAN
`— ZEE PURLIN AS REQUIRED IN
PLAN 8x35x12 GA. FABRICATED
— IN TWO SPAN CONDITIONS AT ALL
— POSSIBLE CONDITIONS.
6C12 - be - 12 GA. CEE
COLUMN - PRIME PAINTED
(2)112'o x 4 3/4' EXP.
BOLTS OR RAWL SPIKES
THRU 6' CEE BASE PLATE
TO CONCRETE FLOOR
SEE DETAIL 4/5-9
4
v
FASTENER 0140/8 •
6' O.C. (TYP-)
TAPE SEALER -
DOUBLE BEAD e
14x1' (5
PER PANEL)
(TYPICAL)
3'
1 1/2'
0 0
C
N n
r
1 1/2'
BENT PLATE 1x35xl/4'x5 1/2' WIDE
W/ 4 EA. 112'pr A325 BOLTS AND W/ 2
EA, HILTI KB II 12 -334 INSTALLED W/
MIN. EMBEDMENT OF 3' INTO CONCRETE
SLAB (SUBSTITUTE - RAWL SPIKES
OR ANCHORES)
CONCRETE SLAB AS
F REQUIRED ON PLAN
r-
3' MIN. EMBED
SEC
T I ON
S _ p N.T S.
RIDGE FLASHING
'R' PANEL OUTSIDE CLOSURE
2 ROOF PANEL (TYP)
METAL SHEAR WAf '
014 x 3/4' TEKS •
12'0-G- - COVER
W/ PROTECTIVE
PLASTIC GAPS
, NSULATION (SEE SECTION)
(2) 012 TEKS AT 24' OTC. (TYP.)
4Zi6 GA. ROOF ZEE BEAM
SECTION
S_ p N.T.°v.
1 1/2' x 1 1/2' x 00418
PERIMETER ANGLE •
PERIMETER OF SWEAR
WALL PANEL.
STIFFNER PLATE • TOP
AND MID - HEIGHT
- 18 ga. PIER
SECTION
_ N.T,5.
PIER TOP PLATE
18 ga. HEADER •
SIDEWALLS
I6 ga. HEADER •
ENDWALLS
�- 18 ga. PIER
SECTION
_ 9 N.T.B.
18 ga. PIER
U
ILI
f—
U
O
O
ANGLE WELDED
TO 12 ga. PLATE
12 a. PLATE WELDED TO
IN51DE FACE OF PIER
STIFFENER
I' x 13' TYP.
(2 REQ'D.)
I - 012 TEK8 EA. SIDE
STIFFENER
I' x 13' TYP.
(2 REQ'D.)
I - 012 TEKS EA. SIDE
WELD BASE PLATE
TO PIER
PIER BASE PLATE SECURED
TO CONCRETE BLAB W/ (2)
1/2' x 3 3/4' WEDGE ANCHORS
ZEE BEAM
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Certified By
uJ
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Revisions
Drawn By
Designed By
Project No.
Date
BUIX