HomeMy WebLinkAboutPLANS - 21-00656 - 2911 S Frontage Rd - Carpet DirectJOB NUMBER
PROJECT NAMEU21M0716A
Carpet Direct
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DRAWING TITLE
COVER SHEETS
ANCHOR ROD PLANS
PLANS AND ELEVATIONS
STRUCTURAL DETAILS
SHEET NUMBER
C1 ~ C4
AB1 ~ AB2
E1 ~ E15
D1 ~ D8
09/28/2021
3.BUILDING ERECTION NOTES:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLYERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHA
REQUIREMENTS AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPER
ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OR
OTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THEERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLEDSTEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THESTRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTIONOPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOTDESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINT
FOR A FALL ARREST /SAFETY TIE OFF.
GENERAL NOTES:
1.MATERIALS ASTM DESCRIPTION
STRUCTURAL STEEL PLATE AS529 / A572 / A1011
HOT ROLLED MILLS SHAPES A36 / A529 / A572 / A500
HSS ROUND A500
HSS RECTANGULAR A500 COLD FORM SHAPES A653 / A1011
ROOF AND WALL SHEETING A653 / A792
BOLTS A307 / A325 / A490
CABLE A475
RODS A529 / A572
2.STRUCTURAL PRIMER NOTE :
SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OFTIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDINGTRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDETHE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF AFIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOPCOAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION AREUNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THEPRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTALCONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.
5.A325 & A490 BOLT TIGHTENING REQUIREMENTS :
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE
WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSC
SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA,
SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION.
THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT"OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT REQUIREMENTS:
A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED".
B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT",
EXCEPT AS FOLLOWS: "FULLY-PRETENSION"A325 BOLTS IF:
a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS.
b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR
STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF- RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION.c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR "F". SEE THE "BUILDING LOADS" SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT.
d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRITICAL
(SC)" CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE
FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE.
C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FOR
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES.
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACECONNECTIONS MAY ALWAYS BE "SNUG-TIGHT",UNLESS INDICATED OTHERWISE IN THESE DRAWINGS.
4.SPECIAL INSPECTION :
SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHER
AUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS")
ARE NOT THE RESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THE
RESPONSIBILITY OF THE BUILDER AND/OR OWNER. IN THE EVENT THE INSPECTIONS AREREQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCETESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOTSPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG OR AT ANY NBGFACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472.
5.GENERAL DESIGN NOTES :
1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS” OR THE CAN/CSA S16 “LIMIT STATES DESIGN OF STEEL
STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL
WELDING CODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION
(METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.
3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI S100 OR THE CAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD
FORMED STEEL STRUCTURAL MEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE.4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL WELDING CODE – SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL
CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING
CODE.
6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF OSHA SAFETY STANDARDS
FOR STEEL ERECTION, DATED JANUARY 18, 2001.
6.GLOSSARY OF ABBREVIATIONS :
A.B. = ANCHOR RODS MAX = MAXIMUM REQ’D = REQUIRED
BS = BOTH SIDES M.B. = MACHINE BOLTS REV. = REVISION
B.U. = BUILT-UP MBS = METAL BUILDING SUPPLIER SIM = SIMILAR
DIA = DIAMETER TBD = TO BE DETERMINED SL = STEEL LINE
FLG = FLANGE N/A = NOT APPLICABLE N.S. = NEAR SIDE
F.S = FAR SIDE NIC = NOT IN CONTRACT MIN = MINIMUM
GA. = GAUGE SLV = SHORT LEG VERTICAL TYP = TYPICAL
H.S.B. = HIGH STRENGTH BOLTS O.A.L. = OVERALL LENGTH PL = PLATE
HT. = HEIGHT O.C. = ON CENTER
LLV = LONG LEG VERTICAL U.N.O. = UNLESS NOTED OTHERWISE
?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS
THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THEMETAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEAL
PERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND
SUPPLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONALENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY THE
METAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECTENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.
5) ALL NUCOR BUILDING GROUP FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN AND FABRICATION OF METAL BUILDING SYSTEMS. FOR PROJECTS IN CANADA, DESIGN AND
FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND W47.1
CERTIFIED.
7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.
AT 28 DAYS.
MATERIALS ASTM DESCRIPTION
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***Design wind pressures to be used for wall exterior component and cladding materials not provided by Nucor Building Systems.*Primary Structural Not Included
loading conditions is determined per the specified building code.
applied in combination with the dead and collateral loads. Roof snow in other
the contract specified roof snow load, whichever is greater. This value, Pm, is only
3) **Pm is based on the minimum roof snow load calculated per building code or
applicable code.
the more critical effect of roof live load or roof snow load, as determined by the
2) The design of structural members supporting gravity loads is controlled by
significantly more than others.
200 lbs (using the flange mount detail), or if individual members are loaded
these concentrated loads exceed 500 pounds (using the web mount detail) or
ceilings, etc., are suspended from roof members, consult the M.B.S. If
distributed. When suspended sprinkler systems, lighting, HVAC equipment,
1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly
Project Notes:
7.93
0.113
3.25
+/- 0.18
Enclosed
20.00
35.00
1.00
1.0
5.0
5.0
4.25
REMNANT
43.65
0.113
3.25
+/- 0.18
Enclosed
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35.00
1.00
1.0
5.0
5.0
4.25
MAIN
Base Shear (KIPS)
Seismic Cs
Seismic R
GCpi
Wind Enclosure
Roof Snow **Pm (PSF)
Roof Snow Ps (PSF)
Snow Cs
Snow Ct
Secondary Collateral (PSF)
Primary Collateral (PSF)
Roof Dead (PSF)*
Name
NoUL90:
CExposure:
(29) / (-38)***C & C Pressures (PSF):
(115)/ (89)Wind (MPH): (Vult) / (Vasd)
Ord. Steel Conc.-Br. FramesOrd. Steel Mom. Frames &Basic SFRS:
Equivalent Lateral Force ProcedureAnalysis Procedure:
DSeismic Design Category:
1.00Seismic Imp. Factor Ie:
DSite Class:
(0.368) / (0.219)Seismic Sds/Sd1:
Ss: 0.366 S1: 0.142Seismic Information:
1.00Snow Importance Factor, Is:
1.00Snow Exposure Factor, Ce:
50.00 PSFGround Snow Load:
NOT REDUCIBLE PER CODE
20.00 PSFRoof Live Load:
II - Standard BuildingsMBMA Occupancy Class:
(IBC 2018)Design Code:
Building Loads:
WALL BASE TRIM. COLOR: PEARL GRAY
(1) 3070 PREASSEMBLED WALKDOOR(S). COLOR: WHITE
WALL INSULATION(NOT BY NBS). THICKNESS: 9 1/4"
WALL FRAMED OPENINGS. COVER TRIM COLOR: POLAR WHITE
WALL FRAMED OPENINGS. TRIM COLOR: PEARL GRAY
WALL CORNER TRIM. COLOR: PEARL GRAY
TYPE: CLASSIC WALL, 26 GAGE, FINISH: PEARL GRAY
GUTTERS. COLOR: CHARCOAL
ROOF INSULATION(NOT BY NBS). THICKNESS: 4 3/8"
BUILDING OPTIONS
WALL SHEETING
ROOF LINE TRIM. COLOR: CHARCOAL
THERMAL BLOCKS: YES
ROOF PANEL CLIP TYPE: TALL FIXED
TYPE: CFR, 24 GAGE, FINISH: GALVALUME
ROOF SHEETING
GRAY
PRIMARY AND SECONDARY STEEL PRIMER COLOR
MAIN
TYPE: CLASSIC WALL, 26 GAGE, FINISH: PEARL GRAY
(1) 3070 PREASSEMBLED WALKDOOR(S). COLOR: WHITE
WALL INSULATION(NOT BY NBS). THICKNESS: 9 1/4"
WALL FRAMED OPENINGS. COVER TRIM COLOR: POLAR WHITE
WALL FRAMED OPENINGS. TRIM COLOR: PEARL GRAY
WALL BASE TRIM. COLOR: PEARL GRAY
WALL CORNER TRIM. COLOR: PEARL GRAY
GUTTERS. COLOR: CHARCOAL
ROOF INSULATION(NOT BY NBS). THICKNESS: 4 3/8"
BUILDING OPTIONS
WALL SHEETING
ROOF LINE TRIM. COLOR: CHARCOAL
THERMAL BLOCKS: YES
ROOF PANEL CLIP TYPE: TALL FIXED
TYPE: CFR, 24 GAGE, FINISH: GALVALUME
ROOF SHEETING
GRAY
PRIMARY AND SECONDARY STEEL PRIMER COLOR
REMNANT
09/28/2021
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General Notes
for the walls and roof not provided by the metal building manufacturer are to be provided by others.
withstand all code required loadings associated with the purlin/girt spacing provided. All trim and flashing
that the roof/wall sheeting not provided by the metal building manufacturer is designed to safely
The project "Engineer of Record" (EOR), not the metal building manufacturer, is responsible for assuring
and possible building reinforcement.
forces from the door. Any change to the information shown here will require an engineering investigation
building code criteria. Framed openings have not been designed for any additional moment or catenary
Framed openings have been designed to support wind load normal to the wall based on the standard
The wall panel by others must weigh no more than 1 psf.
Any additional building expansion beyond this length will require an investigation and possible reinforcement.
building code, considering only the current building length, plus one additional bay (Total length = 216'-0").
experience, the applied seismic loadings have been developed in accordance with the above referenced
end frame to the centerline of the future frame. Due to the unlimited amount of expansion that this structure couldThe frame at Frame Line 10 is designed for a future expansion of 20'-0" from the centerline of the existing
code displayed on the cover page of this drawing packet.
"components and cladding" in accordance with the specific wind provisions of the referenced building
Accessories (doors, windows, etc.) not provided by the metal building manufacturer must be designed as
values may be obtained from the metal building manufacturer.
manufacturer shall be designed and detailed by others to accommodate the seismic story drifts. Seismic drift
seismic story drifts. Interior walls, partitions, ceilings or exterior wall systems not provided by the metal building
provided that interior walls, partitions, ceilings and exterior wall systems have been designed to accommodate the
For Occupancy (Risk) Category I or II, IBC provisions indicate that single-story buildings shall have "no drift limit
09/28/2021
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8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
2
2
p
m
GM
A
W
(
See Weld Standard sheet for WPS description
1G
Po
s
i
t
i
o
n
FW_3
GM
A
W
(
C
F
t
e
e
f
i
l
l
e
t
t
o
s
u
p
p
o
r
t
s
t
e
e
l
)
5 /16
FG-5
PQ
R
Fi
l
l
e
t
:
1 /2
AW
S
D
1
.
3
-
0
8
t1
=
0
.
0
5
2
5
"
-
0
.
2
1
5
"
,
FWD4
WP
#
#
:
W
E
L
D
S
I
Z
E
P
E
R
E
N
G
.
F
U
L
L
L
E
N
G
T
H
F
I
L
L
E
T
N
E
A
R
SA
W
(
S
m
a
l
l
A
u
t
o
w
e
l
d
e
r
W
e
l
d
s
)
Weld
PQ
R
SEE DETAIL
WP
S
-
3
3 /8
HO
R
I
Z
.
''
f
l
a
n
g
e
s
p
l
i
c
e
we
b
Co
l
d
-
F
o
r
m
s
e
a
m
s
t
i
t
c
h
w
e
l
d
HOLE IN FROM EACH FLANGE
NEAR SIDE WELD:
co
l
d
-
f
o
r
m
t
e
e
c
o
n
n
e
c
t
i
o
n
f
i
l
l
e
t
w
e
l
d
3" OF WELD PAST INNER MOST
GROOVE WELD
AW
S
D
1
.
1
-
1
0
AW
S
D
1
.
1
-
1
0
''
s
i
n
g
l
e
-
p
a
s
s
f
i
l
l
e
t
Knee
GM
A
W
(
*
GM
A
W
(
R
o
d
-
t
o
-
P
l
a
t
e
W
e
l
d
)
PQ
R
1G
''
&
FW
S
3
wi
d
e
-
f
l
a
n
g
e
b
e
a
m
s
p
l
i
c
e
,
a
l
l
s
i
z
e
s
Fi
l
l
e
t
:
5 /8
0.
3
1
3
"
t
h
i
c
k
3/4
AW
S
D
1
.
3
-
0
8
FG-5 Typ Stiffener Detail Section A-A
ENLARGED DETAIL
WP##
3GFG
WP##
FG-5
3G
F
G
Base plate extension and anchor
FWD$
$3/16
WPS4
FWS4
REFERENCE EAVE
FWD# OR FWS#
PQ
R
IN FROM EACH FROM FLANGE ALONG THE OPPOSITE SIDE OF WEB.
N.S.
PQ
R
4" - 12
Co
d
e
$ FILLET
$
''A
CJP1
1
THICKNESS
''
t
o
5 /8
''
FG
-
4
Typ.
FG-5
1SWS
$
FG-5
NEAR SIDE WELD:
Di
a
m
t
e
r
:
6
-
1
0
,
,
1
,
1
5 /8
-
Sl
o
t
R
e
i
n
f
o
r
c
e
m
e
n
t
3SWS
FWS#
STIFFENER DETAIL
FWD#OR
Thickest Mat. Joined
L
2" min
FG-5
1/2
W#: RANGES FROM FWE3 TO FWD5 PER ENG.
* THIS WELD TYPICAL FOR ALL FLANGE TO ENDPLATE WELDS SHOWN.
FW_3
FW_5
FW_5
We
l
d
0.
3
7
5
-
0
.
5
0
0
R
most hole in from each flange along the opposite side of web.
SP
E
C
I
A
L
D
E
T
A
I
L
S
0.
1
2
5
-
0
.
1
5
0
,
*WPS9
3
O
R
SEE DETAIL
WPS9
1/4
FG-5
OR
FW_3
FILLET LEG
1 /8
FWR_-Full length fillet on near side with *(Max. D/5 or 3") fillet return
FWR$
Gr
o
o
v
e
:
1 /4
D
-
2
2FR
FG-5
TYP. FIXED
FWD#
FAR SIDE WELD:
Di
a
m
e
t
e
r
:
8
-
1
0
IN
F
R
O
M
E
A
C
H
F
R
O
M
F
L
A
N
G
E
A
L
O
N
G
T
H
E
O
P
P
O
S
I
T
E
S
I
D
E
O
F
W
E
B
.
BACK GOUGE
FG-5
BACK GOUGE
t1
=
0
.
0
5
2
5
-
0
.
2
1
5
Thickest Mat. Joined
BEVEL SIDE
0.
0
5
2
5
"
-
0
.
2
1
0
FWS$
3/16
FL
A
T
HO
R
I
Z
.
FWD$
HO
R
I
Z
.
X
Typical Column
1
FWS3
2
FW_5
Thickest Mat. Joined
FWS4
TYP. PINNED
SINGLE BEVEL
t1
=
0
.
0
5
2
5
"
-
0
.
2
1
5
"
,
SHAPE
t1
=
0
.
0
5
2
5
"
-
0
.
2
1
5
"
,
GM
A
W
(
C
F
s
e
a
m
s
t
i
t
c
h
w
e
l
d
)
AW
S
D
1
.
3
-
0
8
(g
a
l
v
a
n
i
z
e
d
)
1G
1/4
2F
GM
A
W
(
C
F
l
a
p
f
i
l
l
e
t
t
o
s
u
p
p
o
r
t
s
t
e
e
l
)
si
n
g
l
e
-
p
a
s
s
f
i
l
l
e
t
w
e
l
d
)
PQ
R
TX
2F
co
l
d
-
f
o
r
m
l
a
p
f
i
l
l
e
t
w
e
l
d
t
o
s
u
p
p
o
r
t
co
l
d
-
f
o
r
m
l
a
p
f
i
l
l
e
t
w
e
l
d
PQ
R
Ro
d
t
o
p
l
a
t
e
/
an
g
l
e
w
e
l
d
3
PQ
R
0.
5
0
0
"
t
h
i
c
k
0
.
3
1
2
5
"
t
h
i
c
k
co
l
d
-
f
o
r
m
s
e
a
m
w
e
l
d
t
o
s
u
p
p
o
r
t
SA
W
(
0
.
3
7
5
-
0
.
5
0
0
"
W
e
b
s
p
l
i
c
e
)
fl
a
n
g
e
t
o
w
e
b
w
e
l
d
m
a
d
e
b
y
s
p
l
i
c
e
f
o
r
0
.
3
7
5
"
t
h
r
o
u
g
h
PQ
R
PQ
R
3 /16
1 /4
FL
A
T
HO
R
I
Z
.
''
f
l
a
n
g
e
s
p
l
i
c
e
FWS3
5 /16
''
f
l
a
n
g
e
s
p
l
i
c
e
3/4
5 /16
0.
1
5
0
"
t
h
i
c
k
5
4
3
5
s
p
l
i
c
e
f
o
r
0
.
1
2
5
"
t
h
r
o
u
g
h
4
$
5
4
3
$
FWD3
pi
p
e
t
o
e
n
d
p
l
a
t
e
w
e
l
d
FG-5
WP13 FG-5
FG-5
FWS3
Pl
a
n
t
L
o
c
a
t
i
o
n
UT
IN
SC
Li
m
i
t
a
t
i
o
n
See Weld Standard sheetfor WPS description
See Weld Standard sheet for WPSdescription
bolt locations may vary.
See Weld Standard sheet for WPSdescription
t2
0
.
3
1
2
5
FILLET LEG$
FWS$ - FILLET WELD, ONE SIDE
3/163
4
t1
=
0
.
0
5
2
5
"
-
0
.
2
1
5
5/165 FWS$$
FAR SIDE WELD:
FWS$$
$ FILLET
0.
3
7
5
"
-
0
.
5
0
0
"
)
FWD$ - FILLET WELD, BOTH SIDES
FILLET LEG
1/4
5/16
FWD$OR
(g
a
l
v
a
n
i
z
e
d
)
$
$
$ FILLET
$ FILLET
3/16
AW
S
D
1
.
3
-
0
8
1/4
5/16
at both ends on opposite side of plate.
FWR$OR
AW
S
D
1
.
3
-
0
8
$
*(Max.D/5 or 3")
*
FILLET LEG
1/4
Co
l
d
-
F
o
r
m
s
e
a
m
w
e
l
d
5/16
WP1$ - Full length fillet on near side of web with 3" of fillet past inner
WP1$OR WP1$
$
3
CJP1 - COMPLETE JOINT PENETRATION, SINGLE BEVEL WELD
CJP1
''
f
l
a
n
g
e
s
p
l
i
c
e
)
45°
0
CJP1
45°0
SA
W
(
0
.
1
2
5
-
0
.
1
5
0
"
W
e
b
s
p
l
i
c
e
)
orCJP2 BACK GOUGE & SQUARE
(GRIND FLUSH - CJP2)
GROOVE WELD
1G
-
2
F
PURLIN / GIRT / CHANNEL
QTY SHAPE
SIZE
THICKNESS
X
1000
(2) 08C060
RO
T
A
T
E
D
EAVE STRUT
QTY
SIZE
(2) 8E2075
3 /8
1000
(g
a
l
v
a
n
i
z
e
d
)
SLOPE
2 ''
GM
A
W
(
C
F
l
a
p
f
i
l
l
e
t
t
o
s
u
p
p
o
r
t
s
t
e
e
l
)
FWS4
FWS4 FG-5
1'' Typ.
GM
A
W
(
Notch PL
FWS4
Pipe or Tube Column
FWS42FR
Structural Details
''
-
1
"
f
l
a
n
g
e
s
p
l
i
c
e
)
See Weld Standard sheet for WPS description
Tube Bracket
FG-5
Structural Column
FWD4FG-5
PQ
R
FWS4FG-5
FG-5
A A
FWS4
YE
S
FWS4 FG-5
FWS4 FG-5
FG-5
WP
S
-
4
a
EAVE STIFFENER
FOR WELDS
FWS3FG-5
FG-5 *
''
&
CJP1 WPS9 *
FWR#
N.S.
F.S.
(g
a
l
v
a
n
i
z
e
d
)
''A
CJP1
FG-5
RTO
0.
3
1
2
5
"
t
h
i
c
k
(
g
a
l
v
a
n
i
z
e
d
)
3SWS
DETAIL "A
FG-5
Perpendicular Knee Column
See Weld Standard sheet for WPS description
WP##: WELD SIZE PER ENG. FULL LENGTH FILLET NEAR
0.
3
1
3
"
t
h
i
c
k
SIDE OF WEB WITH 3" OF FILLET PAST INNER MOST HOLE
Weld
1/2
3/4
s
p
l
i
c
e
f
o
r
0
.
3
7
5
"
t
h
r
o
u
g
h
3/4
PQ
R
FW_4
FG
-
5
MI
N
.
T
H
I
C
K
N
E
S
S
0
.
2
2
5
R
2F
R
1SWSTO
SEE DETAILF.S.
DETAIL "A
WP
S
1
1
3
3
FG-5
FG
-
5
FW
S
4
1GFG
Co
l
d
-
F
o
r
m
s
e
a
m
w
e
l
d
(
g
a
l
v
a
n
i
z
e
d
)
TO
Se
e
W
e
l
d
S
t
a
n
d
a
r
d
s
h
e
e
t
f
o
r
W
P
S
d
e
s
c
r
i
p
t
i
o
n
FWS3
0.
1
7
5
-
0
.
2
5
0
WPS7
CJP1
co
l
d
-
f
o
r
m
t
e
e
c
o
n
n
e
c
t
i
o
n
f
i
l
l
e
t
w
e
l
d
*FG-5FWD#
*
T
H
I
S
W
E
L
D
T
Y
P
I
C
A
L
F
O
R
A
L
L
F
L
A
N
G
E
T
O
E
N
D
P
L
A
T
E
W
E
L
D
S
S
H
O
W
N
.
3 /4
SI
D
E
O
F
W
E
B
W
I
T
H
3
"
O
F
F
I
L
L
E
T
P
A
S
T
I
N
N
E
R
M
O
S
T
H
O
L
E
SPECIAL DETAILS
Runway End
FWD4
0.
3
7
5
-
0
.
5
0
FG-5
SA
W
(
0
.
1
7
5
-
0
.
2
5
0
"
W
e
b
s
p
l
i
c
e
)
Interior Wide Flange Fixed Base Plate Crane Stop
Typ. Flange Brace Clip
FWS3
Runway Beam
t1
=
0
.
0
5
2
5
"
-
0
.
2
1
5
FG-5 4" - 12
AW
S
D
1
.
1
-
1
0
1/4
FWS3-3" min
WPS9 CJP1
FG-5
AW
S
D
1
.
1
-
1
0
FWD#
1/2
3/4 FW_4
STANDARD WELDS AND LEGEND
pi
p
e
WP
S
#
De
s
c
r
i
p
t
i
o
n
Pr
o
c
e
s
s
Preq
FG
-
5
fo
r
t
e
e
c
o
n
n
e
c
t
i
o
n
.
1G
F
G
2G
F
G
20
3
6
5G
F
G
1S
W
S
2S
W
S
3S
W
S
20
3
8
FB
G
-
1
WP
S
4
WP
S
5
WP
S
6
WP
S
7
WP
S
8
WP
S
9
WP
S
-
1
WP
S
-
1
a
WP
S
-
2
WP
S
-
2
a
WP
S
-
3
a
WP
S
-
4
WP
S
-
5
WP
S
-
5
a
WP
S
-
6
WP
S
-
6
a
WP
S
-
7
WP
S
-
7
a
1 /2 ''
m
u
l
t
i
-
p
a
s
s
f
i
l
l
e
t
w
e
l
d
3 /16
5 /16
w
e
l
d
''
t
h
r
o
u
g
h
1
"
f
l
a
n
g
e
s
p
l
i
c
e
1 /2 ''
t
o
1 /4 ''
f
l
a
n
g
e
s
p
l
i
c
e
1
we
b
s
p
l
i
c
e
f
o
r
0
.
2
7
5
"
t
h
r
o
u
g
h
we
b
we
b
s
p
l
i
c
e
f
o
r
0
.
1
7
5
"
t
h
r
o
u
g
h
0.
2
5
0
"
t
h
i
c
k
pi
p
e
s
p
l
i
c
e
f
o
r
0
.
1
3
4
"
t
h
r
o
u
g
h
0.
3
7
5
"
t
h
i
c
k
0.
5
0
0
"
t
h
i
c
k
au
t
o
w
e
l
d
e
r
u
s
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n
g
0
.
0
6
2
"
Ø
e
l
e
c
t
r
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d
e
fl
a
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t
o
w
e
b
w
e
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d
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y
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t
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d
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r
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n
g
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.
0
5
2
"
Ø
e
l
e
c
t
r
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e
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m
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t
e
p
e
n
e
t
r
a
t
i
o
n
g
r
o
o
v
e
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e
l
d
3 /8 ''
t
h
i
c
k
ve
r
t
i
c
a
l
t
a
c
k
-
f
i
t
t
e
r
s
Co
l
d
-
F
o
r
m
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e
a
m
s
t
i
t
c
h
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l
d
st
e
e
l
co
l
d
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f
o
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m
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e
a
m
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e
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d
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o
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p
p
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r
t
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e
e
l
0
.
3
1
2
5
"
t
h
i
c
k
(
g
a
l
v
a
n
i
z
e
d
)
(g
a
l
v
a
n
i
z
e
d
)
co
l
d
-
f
o
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m
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e
e
c
o
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c
t
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n
f
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t
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d
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s
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p
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CA=CABLE BRACING
RD=ROD BRACING
CODE DIAMETER
02
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
RD05-5
RD07-2
ER
W
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6
RR
B
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1
9
RR
B
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1
RR
B
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6
RR
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1
RR
B
-
1
5
ECW-10
RD05-1
RD05-7
18
'
-
6
SKP-5 (80S099 )
ECW-4 RD
0
5
-
5
RD
0
5
-
1
3
20
'
-
0
ECW-3
ECW-1
20
'
-
0
11
'
-
6
10
7
'
-
0
ECW-11
RD05-3
ECW-5
10
7
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-
0
RR
B
-
2
20
'
-
0
16
'
-
9
RR
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-
2
ER
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2
ER
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1
RD05-2
RR
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9
RD
0
5
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2
RD05-9
RD
0
5
-
1
0
RR
B
-
1
7
RR
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-
1
SKP-4 (80S099 )
SKP-5 (80S099 )
SKP-1 (80S075 )
SKP-4 (80S099 )
RD05-4
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RD07
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1
SKP-2 (80S075 )
SKP-6 (80S075 )
RR
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-
1
1
RR
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-
9
RR
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-
5
ECW-7
25'-0 RD
0
5
-
6
ER
W
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3
RD05-12
15'-6
RR
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-
1
SKP-5 (80S099 )
13
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-
6
25'-0
20'-0
19
'
-
2
1 /2
AK0160
25'-025'-0
SKP-6 (80S075 )
RD05-11
RR
B
-
8
RR
B
-
7
RD0
5
-
8
RR
B
-
1
4
RCB-1
RR
B
-
5
RR
B
-
1
RR
B
-
5
RR
B
-
4
RR
B
-
3
RR
B
-
1
RR
B
-
1
0
RR
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-
9
RR
B
-
8
ECW-6
ER
W
-
5
ER
W
-
4
RR
B
-
1
8
ECW-12
ECW-9
ECW-8
RR
B
-
5
RR
B
-
8
RR
B
-
1
6
RR
B
-
1
3
RR
B
-
1
2
RD
0
5
-
1
RD
0
5
-
3
RD
0
5
-
4
RD
0
5
-
1
1
RD
0
5
-
9
RD05-6
RD05-10
SKP-4 (80S099 )
SKP-3 (80S099 )SKP-5 (80S099 )
SKP-7 (80S075 )
AF0010
196'-0
RCB-12RCB-8
MXH-1 MXH-2
RCB-9
RCB-10
RCB-11RCB-2
RCB-3
RCB-4
RCB-5
RCB-6
RCB-16
RCB-13
RCB-14
RCB-15
RCB-7
RCB-17
RCB-18
17
'
-
0
17
'
-
6
1 /2
20
'
-
0
20
'
-
0
15'-615'-620'-025'-025'-020'-0
196'-0
15'-625'-025'-025'-025'-020'-0
09/28/2021
K ANMHDB
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
E2
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
EN
D
W
A
L
L
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
1
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
4
1
p
m
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (4)1/2 X 2 A325T 20'-3 5/16 8" X 1/4 N/A
B (4)1/2 X 2 A325T 32'-8 3/4 8" X 1/4 N/A
C (4)1/2 X 2 A325T 32'-8 3/4 8" X 1/4 N/A
D (4)1/2 X 2 A325T 32'-8 3/4 8" X 1/4 N/A
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
7@5'-1
F
B
C
4
2
EC
W
-
4
1'-101/2
5'-115/16
F
B
C
3
8
1'
-
3
11
/16
4'-47/16
1
F
B
C
4
2
9'
-
0
1'
-
0
18'-6
F
B
C
4
2
11@2'-61/2
5'-01/16
2'-0
11'-6
ERW-1
2@5'-1
12
F
B
C
4
2
7'
-
0
22
'
-
0
5'
-
0
3'
-
0
1'
-
0
3'
-
0
7'
-
0
EC
W
-
7
33
'
-
0
20'-020'-020'-017'-0
107'-0
ERW-3
4'-51/25'-81/25'-1
19
'
-
3
7 /8
1'
-
0
4'
-
0
EC
W
-
2
5'
-
0
6'
-
0
B C
4'
-
8
5 /16
D
1'
-
0
1'
-
0
F
B
C
3
8
ERW-4
F
B
C
4
2
107'-47/16
A
31
'
-
9
1'
-
0
1'
-
0
F
B
C
4
2
F
B
C
2
6
ERW-2
ERW-5
ERW-6
EC
W
-
6
EC
W
-
5
EC
W
-
3
EC
W
-
1
AS0020F
B
C
4
2
F
B
C
4
2
F
B
C
4
2
F
B
C
4
2
09/28/2021
N A
FLANGE
OUTSIDE
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.10.00 X 0.50
LENGTH
WEB
142.62
E3
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
2
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
4
5
p
m
THICK
WEB
0.22
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
MEMBER SIZE TABLE
NAME
ASSEMBLY
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 10.00 X 0.50 0.22 201.71 16.00
10" X 3/4
36.00 10.00 X 0.75
0.31 55.22 36.00 36.00 C
2 10.00 X 0.50 0.22 145.06
25'-3''
50.36 30.09
22'-0 1/4
10.00 X 0.62
3 10.00 X 0.50
10" X 5/8
0.19 184.37 30.00 29.00 10.00 X 0.50
10.00 X 0.62
SPLICE BOLT TABLE
0.19 215.25
A
29.00
19'-8 1/16
33.98
4 10.00 X 0.62 0.19 311.25 34.00 30.00 10.00 X 0.50
10.00 X 0.50 0.19 184.09 30.00 30.00 10.00 X 0.50
5 10.00 X 0.50 30.10 47.87 10.00 X 0.75
6 10.00 X 0.50 0.19 180.00 16.00 37.00 10.00 X 0.62
0.22 122.26 37.00 51.00 10.00 X 0.75
10" X 1''
0.31 57.25 51.00 51.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
(16)1 X 3 1/4 A325T 16'-10 7/16 10" X 1''10" X 1''
B (12)5/8 X 2 1/4 A325T 10" X 1/2
(16)1 X 3 1/4 A325T 10" X 3/4 10" X 3/4
D (12)7/8 X 3 A325T 25'-9 1/2 10" X 3/4
E (16)1 X 3 1/4 A325T 10" X 1''
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
98'-2 1/2
5
B
1
2
1 /2
E
30
'
-
0
5 /16
6
107'-0
(
2
)
F
B
C
5
0
MX
H
-
1
C
A
7'
-
0
2
5'-1 15/16
4'-4 7/16
FBF-2
21
'
-
3
1 /8
4
(2)FBC36
3
3'-9 1/4
(
2
)
F
B
C
6
2
1'-5 1/8
22
'
-
0
1
D
(
2
)
F
B
C
6
0
12
(2)FBC30
(2)FBC42
(
2
)
F
B
C
5
4
F
B
C
5
0
F
B
C
5
0
F
B
C
5
0
F
B
C
5
0
F
B
C
5
2
F
B
C
5
0
F
B
C
5
0
(2)FBC40
4'
-
0
5'
-
0
6'
-
0
1'
-
1
3 /16
4'
-
8
5 /16
5'
-
0
4'
-
0
5'
-
0
3'
-
0
3'
-
0
7'
-
0
33
'
-
0
2'-0
1'-101/2
11@2'-61/2
2@5'-1
5'-01/16
7@5'-1
4'-51/25'-81/25'-1
107'-47/16
1'-5 1/4
5'-0 1/4
88
09/28/2021
N A
NAME
ASSEMBLY
184.37
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
29.00
0.19
E4
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
S
3
-
6
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
4
7
p
m
5
(12)5/8 X 2 1/4 A325T
MEMBER SIZE TABLE
33.98
PAGE E1 FOR MARK NUMBER OF FRAMES (4-6)
FRAME LINE (3) SHOWN. SEE SHAKEOUT PLAN ON
30.00
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
10.00 X 0.50
AFLANGE
OUTSIDE
THICK
WEB
C
LENGTH
WEB
DEPTH
WEB
STARTING
E
DEPTH
WEB
ENDING
FLANGE
INSIDE
10" X 3/4110.00 X 0.50
0.22
10" X 5/80.22
50.36
201.71
10" X 3/4
16.00
36.00
36.00 10.00 X 0.75
25'-3''0.22
0.31 (12)7/8 X 3 A325T55.22 36.00
2 10.00 X 0.50 145.06 30.09 10.00 X 0.62
3 10.00 X 0.50 29.00 10.00 X 0.50
10.00 X 0.62 0.19 215.25 10.00 X 0.50
4 10.00 X 0.62 0.19 311.25 34.00 30.00 10.00 X 0.50
0.19 184.09 30.00 30.00 10.00 X 0.50
10.00 X 0.50 142.62 30.10 47.87 10.00 X 0.75
6 10.00 X 0.50 0.19 180.00 16.00 37.00 10.00 X 0.62
0.22 122.26 37.00 51.00 10.00 X 0.75
0.31 57.25 51.00 51.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
(16)1 X 3 1/4 A325T 16'-10 7/16 10" X 1''10" X 1''
B 19'-8 1/16 10" X 1/2
(16)1 X 3 1/4 A325T 22'-0 1/4 10" X 3/4
D 25'-9 1/2 10" X 3/4
(16)1 X 3 1/4 A325T 10" X 1''10" X 1''
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
2
F
B
C
5
0
5
4'
-
8
5 /16
D
22
'
-
0
F
B
C
5
2
F
B
C
5
0
5'
-
0
98'-2 1/2
107'-0
12
(
2
)
F
B
C
6
0
8
(2)FBC50
5'-1
(2)FBC40
(
2
)
F
B
C
5
4
107'-47/16
21
'
-
3
1 /8
(2)FBC36
5'
-
0
1
1
3
4
6
MX
H
-
2
A
B
C
E
33
'
-
0
1'-4
(2)FBC46
(
2
)
F
B
C
5
0
(2)FBC28
4'
-
0
6'
-
0
1'
-
3
11
/16
(
2
)
F
B
C
6
2
(2)FBC54
F
B
C
5
0
F
B
C
5
0
F
B
C
5
0
F
B
C
5
0
5'
-
0
7'
-
0
4'
-
0
3'
-
0
3'
-
0
7'
-
0
8
1'-101/2
11@2'-6 1/2
2@5'-1
5'-115/165'-01/16
7@5'-1
4'-51/25'-8 1/2
4'-47/16
30
'
-
0
5 /16
1'-5 1/81'-5 1/4
5'-0 1/43'-9 1/4
8
09/28/2021
N A
0.19
E5
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
7
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
5
0
p
m
22'-0 1/4
MEMBER SIZE TABLE
184.37
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
NAME
ASSEMBLY
30.00
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
FLANGE
OUTSIDE
THICK
WEB
LENGTH
WEB
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 10.00 X 0.50 0.22 201.71 16.00 36.00 10.00 X 0.75
0.31 55.22 36.00 36.00
2 10.00 X 0.50 0.22 145.06 50.36 30.09 10.00 X 0.62
3 10.00 X 0.50 29.00 10.00 X 0.50
10.00 X 0.62 0.19 215.25 29.00 33.98 10.00 X 0.50
4 10.00 X 0.62 0.19 311.25 34.00 30.00 10.00 X 0.50
10.00 X 0.50 0.19 184.09 30.00 30.00 10.00 X 0.50
5 10.00 X 0.50 0.22 142.62 30.10 47.87 10.00 X 0.75
6 10.00 X 0.50 0.19 180.00 16.00 37.00 10.00 X 0.62
0.22 122.26 37.00 51.00 10.00 X 0.75
0.31 57.25 51.00 51.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)1 X 3 1/4 A325T 16'-10 7/16 10" X 1''10" X 1''
B (12)5/8 X 2 1/4 A325T 19'-8 1/16 10" X 1/2 10" X 5/8
C (16)1 X 3 1/4 A325T 10" X 3/4 10" X 3/4
D (12)7/8 X 3 A325T 25'-9 1/2 10" X 3/4 10" X 3/4
E (16)1 X 3 1/4 A325T 25'-3''10" X 1''10" X 1''
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
(2)FBC40
7'
-
0
F
B
C
5
0
5'-01/16
8@5'-1
F
B
C
5
0
F
B
C
5
0
6'
-
0
30
'
-
1
1
6'
-
0
FBF-1
5'
-
0
5'-1 15/16
1
F
B
C
5
2
(
2
)
F
B
C
5
0
1'-5 1/8
98'-2 1/2
(
2
)
F
B
C
6
2
F
B
C
5
0
107'-0
1
12
2
3
4
5
6
A5'
-
0
B
C
D E 5'
-
0
107'-47/16
FBF-11
(2)FBC48
FBF-5
(
2
)
F
B
C
6
0
(
2
)
F
B
C
5
4
F
B
C
5
0
F
B
C
5
0
(2)FBC36
4'
-
0
22
'
-
0
3'
-
1
1
4'
-
0
7'
-
0
1'-4
7@5'-1
4'-51/25'-81/25'-14'-47/16
21
'
-
3
1 /8
30
'
-
0
13
/16
1'-5 1/4
5'-0 1/43'-9 1/4
88
09/28/2021
N E C A
FLANGE
OUTSIDE
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
LENGTH
WEB
8.00 X 0.50
E6
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
8
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
5
3
p
m
(16)1 X 3 1/4 A325T
THICK
WEB
4
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
30.00
MEMBER SIZE TABLE
48.00
NAME
ASSEMBLY
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
FLANGE
INSIDE
1 10.00 X 0.38
25'-8 9/16
0.16 218.02 12.00 38.00 10.00 X 0.50
0.31 39.31 38.00 38.00
2 8.00 X 0.50 0.19 144.53 34.94 23.04 8.00 X 0.50
3 8.00 X 0.50 0.19 169.13 23.01 27.00 8.00 X 0.31
0.19 227.25 27.00 33.98 8.00 X 0.31
0.19 239.25 33.98 28.00 8.00 X 0.31
0.19 179.51 28.00 24.01 8.00 X 0.31
5 10.00 X 0.50 0.22 222.08 24.04
10" X 1/2
42.94 10.00 X 0.50
10" X 3/4
6 10.00 X 0.38 0.16 155.31 12.00 30.00 10.00 X 0.50
0.19 152.87 48.00 10.00 X 0.50
0.28 51.71 48.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (12)7/8 X 3 A325T 18'-2 1/2 10" X 3/4 10" X 3/4
B (8)5/8 X 2 1/4 A325T 20'-3 1/2 8" X 1/2 10" X 1/2
C (12)3/4 X 3 A325T 22'-1''8" X 3/4 8" X 3/4
D (12)5/8 X 2 1/4 A325T 25'-10 3/8 8" X 1/2
E 10" X 3/4
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
21
'
-
3
1 /8
4'
-
0
7'
-
0
5'
-
0
F
B
C
5
2
FBF-4
5'-115/16
(2)FBC46
12
5'-1
1'
-
0
8
F
B
C
5
0
FBC40
FBC34
1'-0 7/8
5
AD0070
6'
-
0
4F
B
C
4
6
3
6'
-
0
EC
W
-
9
EC
W
-
8
1'
-
0
30
'
-
0
13
/16
F
B
F
-
3
6
4'-5 1/2
3'
-
7
1 /8
4'
-
0
3'-10 7/8 16'-9 4'-8 7/8
2
EC
W
-
1
0
1
1
5'
-
0
A
B
C
D EF
B
C
4
6
FBF-12
FBC40
FBF-7
F
B
C
4
8
F
B
C
4
8
F
B
C
5
0
F
B
C
4
6
(
2
)
F
B
C
5
2
4'
-
0
5'
-
0
7'
-
0
22
'
-
0
30
'
-
1
1
1'-4
8@5'-1
1'-4
3'-8 1/16
7@5'-1
5'-81/2
4'-47/16
107'-47/16
1'
-
0
1'-0 7/8
8'-9 1/872'-10 1/8
107'-0
8
6'
-
0
5'
-
0
6'
-
0
3'
-
1
1
09/28/2021
F
42.51
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
0.25
FLANGE
OUTSIDE
E7
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
9
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
5
5
p
m
LENGTH
WEB
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
8.00 X 0.31
MEMBER SIZE TABLE
NAME
ASSEMBLY
0.15
THICK
WEB
DEPTH
WEB
STARTING
DEPTH
WEB
ENDING
8.00 X 0.38
FLANGE
INSIDE
1 8.00 X 0.31 223.57 12.00 38.00
0.22 34.13 38.00 38.00
2 8.00 X 0.25 0.15 128.89 30.95 18.04 8.00 X 0.31
3 8.00 X 0.31 0.15 179.63 18.03 31.00 8.00 X 0.31
8.00 X 0.25 0.15 192.00 31.00 20.00 8.00 X 0.31
0.15 126.60 20.00 34.93
4 8.00 X 0.31 0.16 270.64 12.00 40.00 8.00 X 0.38
40.00 40.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)5/8 X 2 1/4 A325T 18'-7 15/16 8" X 1/2 8" X 1/2
B (8)5/8 X 2 1/4 A325T 20'-7 11/16 8" X 3/8 8" X 3/8
C (8)7/8 X 3 A325T 22'-7''8" X 5/8 8" X 5/8
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
(2)FBC38
(2)FBC44
F
B
C
4
8
(
2
)
F
B
C
4
6
8
12
1
1
2
3
N
4
A
B
C
(2)FBC42
(2)FBC46
4'-47/16
(
2
)
F
B
C
5
2
F
B
C
4
6
F
B
C
4
6
FBC40
4'
-
0
5'
-
0
6'
-
0
7'
-
0
22
'
-
0
5'
-
0
4'
-
0
5'
-
0
6'
-
0
7'
-
0
27
'
-
0
1'-43'-8 1/16
7@5'-1
4'-51/25'-81/25'-1
60'-21/2
26
'
-
1
13
/16
21
'
-
3
1 /8
1'-0 11/161'-0 11/16
4'-0 11/1652'-0 5/83'-10 11/16
60'-0
8
09/28/2021
FLJ
NAME
ASSEMBLY
128.89
E8
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RI
G
I
D
C
R
O
S
S
S
E
C
T
I
O
N
A
T
L
I
N
E
1
0
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
7
:
5
7
p
m
DEPTH
WEB
ENDING
38.00
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
LENGTH
WEB
Notes:
FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.
(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.
FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLEENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGEBRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.
IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.
"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS,UNLESS INDICATED BY THE "*" SYMBOL.
RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACHFLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.
MEMBER SIZE TABLE
FLANGE
OUTSIDE
THICK
WEB
DEPTH
WEB
STARTING
FLANGE
INSIDE
1 8.00 X 0.31 0.15 223.57 12.00 8.00 X 0.38
0.22 34.13 38.00 38.00
2 8.00 X 0.25 0.15 30.95 18.04 8.00 X 0.31
3 8.00 X 0.31 0.15 179.63 18.03 31.00 8.00 X 0.31
8.00 X 0.25 0.15 192.00 31.00 20.00 8.00 X 0.31
0.15 126.60 20.00 34.93 8.00 X 0.31
4 8.00 X 0.31 0.16 270.64 12.00 40.00 8.00 X 0.38
0.25 42.51 40.00 40.00
NOTE: UNITS ARE DECIMAL INCH.
SPLICE BOLT TABLE
SPLICE BOLTS CLEAR TO F.F.PLATE SIZE PLATE SIZE
A (16)5/8 X 2 1/4 A325T 18'-7 15/16 8" X 1/2 8" X 1/2
B (8)5/8 X 2 1/4 A325T 20'-7 11/16 8" X 3/8 8" X 3/8
C (8)7/8 X 3 A325T 22'-7''8" X 5/8 8" X 5/8
REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110)
USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE
21
'
-
3
1 /8
60'-0
F
B
F
-
6
FBF-10
F
B
F
-
8
15'-11 5/16
N
FBC38
4'-47/16
5'-81/2
FBF-4
F
B
C
4
6
AD0070
6'
-
0
5'
-
0
7'
-
0
5'
-
0
1'-4
8
7@5'-1
1'
-
0
1
1'
-
0
4'
-
0
12
1
2
3
4
EC
W
-
1
1
EC
W
-
1
2
A
B
C
20'-0
FBF-9
F
B
C
4
6
F
B
C
4
8
5'
-
0
FBC40
7'
-
0
3'-10 11/16
22
'
-
0
4'
-
0
6'
-
0
27
'
-
0
3'-81/16
4'-0 11/16
4'-51/2
5'-1
60'-21/2
26
'
-
1
13
/16
1'-0 11/161'-0 11/16
16'-1 5/16
8
09/28/2021
J
5
5
4
4
8
8
H
9
9
B
L
F
1
1
2
2
3
3
6
6
7
7
N N
M
K
ED
C
A A
10
10
CODE
1/4''
3/4''
E9
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
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c
t
CU
S
T
O
M
E
R
N
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M
E
Ul
t
i
m
a
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o
n
I
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B
N
U
M
B
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U2
1
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0
7
1
6
A
DR
A
W
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N
G
S
T
A
T
U
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FO
R
P
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R
M
I
T
S
O
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L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
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g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
1
7
p
m
03
07
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
CA=CABLE BRACING
RD=ROD BRACING
DIAMETER
02
3/8''
04 1/2''
05 5/8''
06
7/8''
08 1''
09 1 1/8''
10 1 1/4''
S1
D1
D1
D3
D1
D1
D3
D1
D3
S2
D1
D1
15'-6
95Z-13
S2 S2 S1
D1
S1
D5
20
'
-
0
95Z-11
D3
D3
D5
196'-0
D1
95Z-4
25'-0
95Z-7
95Z-5
95Z-24
95E1-7
D1
S1
D1
D1
D1
D1
D1
D1
S2
D1
D2
D5
D1
D1
D1
D1
D2
95E1-2
25'-0
D1
15'-6
25'-0
D1
D3
D1
D1
D1
D1
95E1-2
95Z-14
95Z-15
D195Z-7
D1
95Z-16
95Z-7
95E1-2
S2
95E1-1
D1
PART MARK TABLE
(2)PBX-4
D1
S2
D1
D1
95Z-20
D1
D1
S1
D1
S2
D1
D5
D3
D1
95Z-4 95Z-7
D1
D1
95Z-20
S1
95E1-4 95E1-4
95Z-17
D1
95E1-4
95Z-20
D1
D4
95Z-4
D2
D1
D5D5
95Z-2
D1
D2
D4
13
'
-
6
D1
D1
95E1-8
D1
95E1-10
D1
D1
95Z-7
D4
95Z-4
SHOWN
D1
D5
BE0001
D1
25'-0
BB0050
D1
95E1-2 95E1-595E1-2
S2
D6
196'-0
95E1-3 95E1-6
D1
D1
95Z-20
17
'
-
0
D3
95Z-11
S1
D3
D1
D1
D1
95Z-6
95Z-12
D1
95Z-10
D1
D1
25'-025'-0
D5D5
95Z-8
PROFILE
D1
D1
D1
S2
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
D3
D1
D1
D5
D6
D3
95Z-19
D2
95Z07595Z-10
D1
D1
S1
D1
D5
D1
D1
D1
D1
95Z075
D1
35'-625'-0 15'-6
D2
(2)PBX-5
95E1060
D1
D1D1
(20) REQUIRED
95Z-9 (U.N.O.)
D4
S2
D1
D5
16
'
-
9
D5
95Z-14
D1 D1
D2
S1
20'-0
D5
D1
95E1-9
95Z-13
95Z-3
95Z-4 95Z-7
95Z-20
95Z-23
95Z-20
95Z-11
D5
D2
D1
95Z-6
BC0051
D1
BA0020
BA0030
BB0055
D3
SHORTENED MARKS
D3
D2
D1
D1
D1
D1
D1
D5
D1
D1
D1
S2
D6 D6
D1
D1 D1
D1
D2
D1
D1
D3
D3
D3
D3
D1
D1 D1
D1
D3
D3
D3
D1
D2
D1
D1 D1
D4
D3
S1S2
D2 D2
D1
D1
S1 S1 S2
D1
D1
D1
D1
D1
D1 D1
D1
D1
S1
D1 D1
D1
D2
D1
D1
D1 D1
D5
S1S2
D1
D1
D1
D1
S2S1S2S1S1S2
D1
D1
D1
D2
D1
D1
D1
D1
D5 D5
D1
S1 S2
D1
(20) REQUIRED
95Z-9 (U.N.O.)
ACTUAL
(2)PBX-3
MARK
(2)PBX-6
(2)PBX-7
D6
PROFILE
(2)PBX-8
S1 PBX-1
S2 PBX-2
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
LAP TYP. U.N.O.
3'-0" - 3'-0"
(18) REQUIRED
95Z-1 (U.N.O.)
(20) REQUIRED
95Z-9 (U.N.O.)
(20) REQUIRED
95Z-9 (U.N.O.)
(20) REQUIRED
95Z-9 (U.N.O.)
(9) REQUIRED
95Z-21 (U.N.O.)
(9) REQUIRED
95Z-22 (U.N.O.)
(11) REQUIRED
95Z-18 (U.N.O.)
MARK PROFILE MARK MARK PROFILE MARK PROFILE MARK PROFILE MARK PROFILE
95E1-1 95E1060 95E1-6 95E1060 95Z-1 95Z075 95Z089 95Z-11 95Z075 95Z-16 95Z075 95Z-21 95Z075
95E1-2 95E1-7 95E1060 95Z-2 95Z075 95Z-7 95Z067 95Z-12 95Z075 95Z-17 95Z075 95Z-22 95Z075
95E1-3 95E1060 95E1-8 95E1060 95Z-3 95Z075 95Z-8 95Z075 95Z-13 95Z075 95Z-18 95Z075 95Z-23 95Z075
95E1-4 95E1060 95E1-9 95E1060 95Z-4 95Z067 95Z-9
20
'
-
0
95Z075 95Z075 95Z-19 95Z075
20
'
-
0
95Z-24
95E1-5 95E1060 95E1-10 95E1060 95Z-5 95Z067 95Z-15 95Z075 95Z-20 95Z075
11
'
-
6
18
'
-
6
20
'
-
0
10
7
'
-
0
10
7
'
-
0
25'-0
20'-025'-025'-020'-0
16
'
-
9
20
'
-
0
20
'
-
0
09/28/2021
A-A
PARAPET CORNER CONNEX
H MBK NDA
DIAMETER
3/8''
E1
0
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
EN
D
W
A
L
L
F
R
A
M
I
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G
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L
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V
A
T
I
O
N
A
T
L
I
N
E
1
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
2
6
p
m
#
RE
L
E
A
S
E
/
R
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V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
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R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
03
CA=CABLE BRACING
RD=ROD BRACING
CODE
02 1/4''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
22'-0''
CG0039
80C060
80Z-1
SILL HEIGHT
80C060
80C-44
PROFILE
80C-14
80Z060
MARKMARK
80
C
-
1
8
80
C
-
5
6
80C060
22'-0''
80C-12 (80C060)
80C-18
1
95C-2
N
80C-9
PROFILE
80Z-2
HEADER
AS0020
1
CG0060
LEFT JAMB
80C-1
CG0130
80C-20 (80C060)
80C-3 (80C060)
MARK
N
4
80C-12
80C-10
80
C
-
1
5
CE1010
80
C
-
5
7
5'-0''
CG0019
80
C
-
5
6
1
2
1
80C-8 (80C060)
5'-0''5'-0''
80C-11
PROFILE
EC
W
-
2
107'-0
WIDTH
MARK
EC
W
-
4
1EC
W
-
5
1
EC
W
-
7
2
80C-2 (80C060)
5'-0
80C-2 (80C060)
5
1
5'-0''
2
80C-14
1
2
80C-2
2
5'-0
80C060
80
C
-
5
5
80
C
-
4
4
80C-14
80C-6
80C-56
80C-9 (80C060)
80C-20
EC
W
-
1
80Z-1
80C060
80C060
43
80
C
-
1
6
EC
W
-
3
2
80Z-2
80C060
EC
W
-
6
80C-14
2
5'-0''
80C-7
6'-4''
80C-11
80C060 80C-6
80C-14
CE1010
80C060
PART MARK TABLE
80C-44
MARK
CG0059
2'-6
MARK
80C-1
PROFILE
80C-11
80C-3 (80C060)
5'-0
80C089
5'-0
80C-16
80Z-29
80Z-2
CB1010
80C-8 (80C060)
2'-6
MARK
CG0050
2'-0''
80C-11
N
80C-19
2 2
80Z060
80C-56
80C-1
95C-1
AA
5'-0
CG0058
CB2000
80C-4 (80C060)
CG0050
80Z-2
80C-11
5'-0
80C-11
80C-11
80C-7
80C-5
FRAMED OPENING TABLE
HEIGHT RIGHT JAMB SILL FIELD LOCATED
1 5'-0''N
5'-0''13'-0''
3 5'-0''80C-20 (80C060)N
80C-13 (80C060)
5 7'-2''
PROFILE MARK PROFILE
80C-1 80C060
5'-0
80C-55
5'-0
80Z-29 80Z060
80C060 80C075 80C060 80C060 80C060 95C-1 95C089
80C-3 80C060 80C-8 80C060 80C-13 80C-19 80C060 80C-57 95C-2 95C060
80C-4 80C060 80C060 80C060 80C060 80Z-1
80C-5 80C-10 80C060 80C-15 80C060 80Z-2
GIRT BRACING
PROFILE
80C-15 80C060
80C-16 80C060
80C-18 80C060
80C-55 80C060
80C060
80C-57
6'
-
0
5'
-
0
4'
-
0
5'
-
0
6'
-
0
7'
-
0
11
'
-
0
22
'
-
0
33
'
-
0
17'-020'-020'-020'-018'-611'-6
9'-65'-02'-62'-64'-46'-41'-102'-65'-02'-62'-65'-01'-0
95C-2
XCL10
80
C
-
2
3
(8)1/2 X 2 A325T
09/28/2021
10912345678
80Z060
DIAMETER
1 1/8''
7/8''
E1
1
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
SI
D
E
W
A
L
L
F
R
A
M
I
N
G
E
L
E
V
A
T
I
O
N
A
T
L
I
N
E
N
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
3
1
p
m
1/4''80Z060
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
80Z060
CA=CABLE BRACING
RD=ROD BRACING
80Z-30
CODE
02
03 3/8''
04 1/2''
05 5/8''
06 3/4''
07
08 1''
09
10 1 1/4''
PART MARK TABLE
MARK PROFILE
80Z-4 80Z060
80Z-11
80Z-19 80Z060
80Z-21
LAP TYP. U.N.O.
1'-3" - 1'-3"
LAP TYP. U.N.O.
1'-3" - 1'-3"
(3) REQUIRED
80Z-30 (U.N.O.)
CF1010
(3) REQUIRED
80Z-21 (U.N.O.)
CE1010
EC
W
-
1
LAP TYP. U.N.O.
1'-3" - 1'-3"
15'-6
CC1010
(3) REQUIRED
80Z-30 (U.N.O.)
(3) REQUIRED
80Z-4 (U.N.O.)
25'-0
LAP TYP. U.N.O.
1'-3" - 1'-3"
20'-0
RC
B
-
1
RC
B
-
5
RC
B
-
1
4
196'-0
RC
B
-
3
RC
B
-
1
6
RC
B
-
1
7
RC
B
-
8
RC
B
-
1
0
RC
B
-
1
2
RD
1
0
-
3
25'-0
RD10-3
RD
1
0
-
3
RD10-3AF0010
25'-0
LAP TYP. U.N.O.
1'-3" - 1'-3"
LAP TYP. U.N.O.
1'-3" - 1'-3"
LAP TYP. U.N.O.
1'-3" - 1'-3"
LAP TYP. U.N.O.
1'-3" - 1'-3"
(3) REQUIRED
80Z-30 (U.N.O.)
(3) REQUIRED
80Z-30 (U.N.O.)
(3) REQUIRED
80Z-30 (U.N.O.)
(3) REQUIRED
80Z-11 (U.N.O.)
(3) REQUIRED
80Z-19 (U.N.O.)
4'
-
0
5'
-
0
6'
-
0
7'
-
0
22
'
-
0
15'-620'-025'-025'-0
09/28/2021
JL F
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
80Z-1
E1
2
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
EN
D
W
A
L
L
F
R
A
M
I
N
G
E
L
E
V
A
T
I
O
N
A
T
L
I
N
E
1
0
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
3
3
p
m
PART MARK TABLE
MARK PROFILE
80Z060
80Z-23 80Z075
80Z-24 80Z067
80Z-25 80Z067
80Z-26 80Z067
80Z-27 80Z060
SILL
80Z-1
LEFT JAMB
CA1010
80Z-26
1
FIELD LOCATED
3'-0''
80Z-27
MARK
N
SILL HEIGHT
6'
-
0
4'
-
0
22
'
-
0
RC
B
-
1
4
60'-0
80Z-26
RC
B
-
1
5
EC
W
-
1
1
EC
W
-
1
2
80Z-23 80Z-25
80Z-25
80Z-2780Z-180Z-24
80Z-24
CF1010 CF1010
FRAMED OPENING TABLE
WIDTH HEIGHT HEADER RIGHT JAMB
1 7'-0''
20'-0
Y
20'-0
5'
-
0
5'
-
0
7'
-
0
5'
-
0
27
'
-
0
20'-0
09/28/2021
A-A
INSIDE CORNER GIRT CONNEX
10 9 8
80C060
E1
3
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
SI
D
E
W
A
L
L
F
R
A
M
I
N
G
E
L
E
V
A
T
I
O
N
A
T
L
I
N
E
F
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
3
5
p
m
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
PART MARK TABLE
MARK PROFILE
80C-3
80C-51 80C060
80C-52 80C060
80Z-20 80Z060
80Z-22 80Z060
80Z-33 80Z060
80Z-34 80Z060
80C-52
6'
-
0
80Z-22
HEADER
13'-0''
AA
80Z-33
SILL
5'-0''80C-3 (80C060)
RIGHT JAMB
AA
CC1010
5'-3 5'-0
RC
B
-
1
3
RC
B
-
1
5
80C-51
80C-51
1 1
80C-52
CF1010
CC1020
CG0019
80Z-34
80Z-20
AA
4'
-
0
AA
FRAMED OPENING TABLE
MARK WIDTH HEIGHT LEFT JAMB
15'-6
SILL HEIGHT FIELD LOCATED
1
31'-0
5'-0''80C-3 (80C060)N
LAP TYP. U.N.O.1'-3" - 1'-3"
5'
-
0
5'
-
0
7'
-
0
27
'
-
0
15'-6
5'-35'-35'-05'-3
GIRTS ON FL. F
GCC02
(4)1/2 X 1 1/4 A307
CB1010
GI
R
T
S
O
N
F
L
.
8
ECW-8
09/28/2021
N E C A
MARK
E1
4
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
EN
D
W
A
L
L
F
R
A
M
I
N
G
E
L
E
V
A
T
I
O
N
A
T
L
I
N
E
8
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
4
0
p
m
PROFILE
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
PART MARK TABLE
MARK PROFILE MARK PROFILE
80C-2 80C060 80C-49 80C060 80Z-16 80Z060
80C-4 80C060 80C-50 80C060 80Z-17 80Z060
80C-46 80C060 80Z-13 80Z060 80Z-18 80Z060
80C-47 80C060 80Z-14 80Z060
80C-48 80C060 80Z-15 80Z067
CG0019
CF1010
5'
-
0
1
CG0058
30
'
-
1
1
5'-0''80C-2 (80C060)3 N
80Z-17
80C-46 (80C060)
80Z-13
80Z-18
EC
W
-
8
MARK HEADER LEFT JAMB SILL FIELD LOCATED
3'-0''
5'-0
14'-0''80C-46 (80C060)
N
CG0039
2'-612'-0
12'-0''N
5'-0''80C-2 (80C060)
30
'
-
1
1
RC
B
-
1
0
RC
B
-
1
1
EC
W
-
9
EC
W
-
1
0
80Z-14
80C-50
80Z-14
80Z-15
80
C
-
4
7
80
C
-
4
8
80
C
-
4
7
80
C
-
4
8
2
3
OPEN TO REMNANT BLDG
80Z-13
80Z-13
80Z-13
80Z-17
80Z-18
80Z-18
80Z-18
80Z-16
80Z-16
CB1010
CG0060
CG0050CG0064
CG0050
FRAMED OPENING TABLE
WIDTH HEIGHT RIGHT JAMB SILL HEIGHT
1 7'-0''Y
107'-0
2 80C-49 (80C060)
80C-4 (80C060)2'-0''
3'
-
1
1
22
'
-
0
47'-060'-0
6'-01'-43'-5
13'-616'-918'-158'-8
09/28/2021
DETAIL A
BOX GIRT TO COLUMN CONNEX
DETAIL B
DETAIL C
BOX GIRT TO COLUMN CONNEX
DETAIL D
DETAIL EFRAMED OPENING DETAILS
8 1523467
DIAMETER
03
MARK
80C-58
E1
5
SH
E
E
T
PR
O
J
E
C
T
N
A
M
E
Ca
r
p
e
t
D
i
r
e
c
t
CU
S
T
O
M
E
R
N
A
M
E
Ul
t
i
m
a
t
e
S
t
e
e
l
E
r
e
c
t
i
o
n
I
n
c
JO
B
N
U
M
B
E
R
U2
1
M
0
7
1
6
A
DR
A
W
I
N
G
S
T
A
T
U
S
FO
R
P
E
R
M
I
T
S
O
N
L
Y
26
7
1
S
F
r
o
n
t
a
g
e
R
d
SI
D
E
W
A
L
L
F
R
A
M
I
N
G
E
L
E
V
A
T
I
O
N
A
T
L
I
N
E
A
DR
A
W
I
N
G
T
I
T
L
E
(4
3
5
)
9
1
9
-
3
1
0
0
(4
3
5
)
9
1
9
-
3
1
0
1
FA
X
:
PH
O
N
E
:
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
AD
D
R
E
S
S
09
/
2
4
/
2
0
2
1
12
:
5
8
:
4
8
p
m
1/4''
PROFILE
#
RE
L
E
A
S
E
/
R
E
V
I
S
I
O
N
DW
N
/
C
H
K
DA
T
E
EN
G
0
CO
N
S
T
.
A
N
C
H
O
R
B
O
L
T
P
L
A
N
NB
S
/
E
O
P
AN
S
07
/
0
7
/
2
0
2
1
1
FO
R
P
E
R
M
I
T
S
O
N
L
Y
TK
L
/
K
O
L
AN
S
09
/
2
4
/
2
0
2
1
CA=CABLE BRACING
RD=ROD BRACING
CODE
02
3/8''
04 1/2''
05 5/8''
06 3/4''
07 7/8''
08 1''
09 1 1/8''
10 1 1/4''
80C060
PART MARK TABLE
MARK PROFILE MARK PROFILE MARK PROFILE MARK
80C-27
PROFILE PROFILE MARK PROFILE MARK MARK PROFILE MARK PROFILE MARK PROFILE
80C-2 80C060 80C-21 80C060 80C-26
80C-22
80C075 80C-31 80C060 80C-36 80C089 80C-41 80C089 80C-54 80C089 80C-62 80C075 80Z-8 80Z067 80Z-30 80Z060
80C-3 80C060 80C-22 80C060 80C-27 80C060 80C-32 80C075 80C-37 80C060 80C-42 80C067 80C060 80Z-3
80C-38
80Z089
80C-16
80Z-9 80Z060 80Z-31 80Z060
80C-4 80C060 80C-23 80C060 80C-28 80C089 80C-33 80C089 80C-38 80C060 80C-43 80C060 80C-59 80C060 80Z-5 80Z060 80Z-10 80Z067 80Z-32 80Z060
80C-16 80C060 80C-24 80C089 80C-29 80C060 80C-34 80C089 80C-39 80C060 80C-45 80C060
80C-58
80C-60 80C075 80Z-6 80Z089 80Z-12 80Z060
80C-21
80C-17 80C060 80C-25 80C067 80C-30
80C-17
80C060 80C-35 80C099 80C-40 80C060 80C-53 80C089 80C-61 80C089 80Z-7 80Z060 80Z-28 80Z060
MARK80C-59GIRT BRACINGPROFILE80C06080C06080C06080C06080C06080C06080C060
80
C
-
5
8
80C-25
25'-025'-0
CF1010
25'-0
80
C
-
2
7
80
C
-
2
2
RD10-2
CC1010
RC
B
-
6
80C-54
RC
B
-
1
1
RD
1
0
-
2
80
C
-
2
7
80
C
-
2
2
5'
-
0
80C-41
N
80
C
-
5
8
4
80
C
-
1
7
80C-26
RD10-1
DET.C
5'-0''
1
80
C
-
1
6
RIGHT JAMB
2 2
CC1020
2
1
2
RD
1
0
-
1
AF0010
3
RD10-2
80
C
-
2
2
3
5'-0''
2 22 2
RC
B
-
7
80C-2 (80C060)
80
C
-
3
8
2
EC
W
-
7
5'-0''
80
C
-
1
6
80
C
-
3
8
80
C
-
1
7
80Z-32
80
C
-
5
9
80Z-30
80C-62
FHC-2 (80S075 )
5'-0''
80
C
-
1
7
80
C
-
5
9
WIDTH HEADER
80
C
-
1
6
FIELD LOCATED
80C-34
80
C
-
2
1
80C-36
RC
B
-
1
8
80Z-10
RC
B
-
9
80C-62
80
C
-
1
7
80
C
-
2
2
80C-39 (80C060)
FRAMED OPENING TABLE
CG0019
80
C
-
2
1
80
C
-
2
2
80
C
-
1
6
80
C
-
2
1
80
C
-
2
2
80
C
-
2
1
80C-61
80C-24
80
C
-
2
1
80
C
-
2
7
CG0050
13'-0''
6'
-
0
5
4
80C-61
AS0040
LAP TYP. U.N.O.
1'-3" - 1'-3"
2
80C-23
RD10-1 RC
B
-
2
DET.E
5'-0''
80C-4 (80C060)5'-0''
RC
B
-
4
LAP TYP. U.N.O.
1'-3" - 1'-3"
4'-6''
80C-33
80C-32
80C-62
80
C
-
2
2
80
C
-
5
9
SILL
80C-60
80C-35
3'
-
0
80
C
-
1
6
80
C
-
2
1
80
C
-
2
1
80
C
-
2
1
80
C
-
2
1
80
C
-
1
6
80
C
-
1
6
80
C
-
2
1
RD
1
0
-
2
RD
1
0
-
1
1
2 2 2
4
1 1
4 4
N
80Z-7
FHC-1 (80S075 )
80C-29
80C-37
80Z-12
80C-3 (80C060)
80Z-5
80Z-30
80Z-5 80Z-9
80Z-31
80C-53 80C-3080C-40
DET.A
3'
-
0
5'-0''
DET.A
80C-3 (80C060)
4'
-
0
5 80C-31 (80C060)80C-31 (80C060)
HEIGHT LEFT JAMB
1 80C-2 (80C060)2'-0''
80C-3 (80C060)80C-3 (80C060)22'-0''N
33
'
-
0
FHC-3 (80S075 )
80C-45 80C-62
80C-42
80Z-3
80Z-28 80Z-8
80Z-6 (NESTED)
80C-28
CG0039
CA1010
CE1010
CF0250
MARK SILL HEIGHT
N
2'-6''80C-43 (80C060)80C-43 (80C060)80C-4 (80C060)N
10'-0''7'-2''
LAP TYP. U.N.O.
1'-3" - 1'-3"
20'-025'-025'-020'-0
165'-0
5'
-
0
7'
-
0
GCB01
FHC-2
RC
B
-
1
1
GCB01
B
B
(6)1/2 X 2 A325T
FHC-2
RC
B
-
1
1
GCB01
GCB01
(6)1/2 X 2 A325T
GCC03
EC
W
-
7
FHC-1
GCC03D
D
GCC03
FHC-1
(6)1/2 X 2 A325T
EC
W
-
7
GCC03
(6)1/2 X 2 A325T
CGX058
CG0060
CG0058
CG0039
CG0050
CG0018
09/28/2021
LAPPED/NESTED REGION
LAPPED ZEE
MEMBERS,
PURLINS OR GIRTS
EXCEPTION:
BOLT/NUT ASSEMBLY REQUIRED
AT LAPPED ZEE MEMBERS.
(NO WASHERS REQUIRED)
NO WASHERS REQUIRED AT BOLTS USED IN THE LAPPED
REGIONS OF ZEE MEMBERS
SE
C
.
"
B
"
SE
C
.
"
A
"
H0200 - 1/2" FLAT WASHER
H0210 - 5/8" FLAT WASHER
H0220 - 3/4" FLAT WASHER
H0230 - 7/8" FLAT WASHER
H0240 - 1" FLAT WASHER
H0250 - 1 1/8" FLAT WASHER
H0260 - 1 1/4" FLAT WASHER
WASHER
HOLE
HOLE
BOLT HEAD
NUT
SLOT
HOLE
BOLT HEAD
NUT
WASHER
NUT
SLOT
SLOT
WASHER
BOLT HEAD
HOLE TO HOLE CONNECTIONS
SLOT TO HOLE CONNECTIONS
SLOT TO SLOT CONNECTIONS
NO WASHERS REQUIRED WHEN SLOTS ARE NOT USED.
ONE WASHER REQUIRED ON SLOTTED SIDE ONLY.
WASHERS REQUIRED ON BOTH SIDES OF MATERIAL IF
SLOTS ARE ON BOTH SIDES. (EXCEPTION: SEE DETAIL
AT RIGHT FOR LAPPED ZEE MEMBERS)
(UNLESS NOTED OTHERWISE ON DRAWINGS)
WASHER PART NUMBERS
WASHER REQUIREMENTS ERECTOR NOTE
A00010
SECTION "A"
SECTION "B"
FIELD WELD REQUIREMENTS ERECTOR NOTE(UNLESS NOTED OTHERWISE ON DRAWINGS)
ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS WHO ARE
QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED. ALL WORK MUST BE
COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS/CWB SPECIFICATIONS.
WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST BE 70 KSI/483 MPa
MATERIAL AND LOW HYDROGEN CONTENT.
FIELD WELDING GALVANIZED STEEL RECOMMENDATIONS
PREPARATION OF WELD AREA
AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE MADE ON STEEL THAT IS
FREE OF ZINC IN THE AREA TO BE WELDED. FOR GALVANIZED STRUCTURAL COMPONENTS, THE
ZINC COATING SHOULD BE REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 CM) FROM EITHER
SIDE OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE. GRINDING BACK
THE ZINC COATING IS THE PREFERRED AND MOST COMMON METHOD; BURNING THE ZINC AWAY
OR PUSHING BACK THE MOLTEN ZINC FROM THE WELD AREA ALSO ARE EFFECTIVE.
TOUCH-UP OF WELD AREA
WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON AND AROUND THE WELD
AREA. RESTORATION OF THE AREA WILL BE PERFORMED IN ACCORDANCE WITH ASTM A 780,
STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT-DIP GALVANIZED
COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST, ZINC-BASED SOLDERS
OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR METHODS ARE CAPABLE OF BUILDING A
PROTECTIVE LAYER TO THE THICKNESS REQUIRED BY ASTM A 780.
SAFETY & HEALTH
WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA PERMISSIBLE
EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY PRECAUTION, INCLUDING
HIGH-VELOCITY CIRCULATING FANS WITH FILTERS, AIR RESPIRATORS AND FUME-EXTRACTION
SYSTEMS SUGGESTED BY AWS, SHOULD BE EMPLOYED.
FUMES FROM WELDING GALVANIZED STEEL CAN CONTAIN ZINC, IRON AND LEAD. FUME
COMPOSITION TYPICALLY DEPENDS ON THE COMPOSITION OF MATERIALS USED, AS WELL AS THE
HEAT APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD VENTILATION
MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES.
PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1, SAFETY IN WELDING, CUTTING
AND ALLIED PROCESSES, WHICH CONTAINS INFORMATION ON THE PROTECTION OF PERSONNEL
AND THE GENERAL AREA, VENTILATION AND FIRE PREVENTION.
INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION A00020 A00030
MAH0_EAVE STRUT ANGLE
GALVANIZED
1" x 2-1/2" x 12"1"
2-1/2"
ANG.(SLOPE)
MAL01 LINER LOW EAVE ANGLE
GALVANIZED
6" x 7-3/4" x 120"6"
7-3/4"
MAL02 LINER EAVE
ANGLE 2:12
GALVANIZED
3" x 3" x 120"
3"
3"
MAL05 LINER EAVE
ANGLE 4:12
GALVANIZED
3" x 3" x 120"
3"
3"
MAL07 LINER EAVE
ANGLE 1:12
GALVANIZED
3" x 3" x 120"
3"
3"
MAL12 LINER EAVE
ANGLE 2:12
GALVANIZED
3" x 7-3/4" x 120"
3"
7-3/4"
STANDARD ANGLE SCHEDULE
MAE0_EAVE ANGLE
GALVANIZED
4" x 5" x 120"
5"
ANG.(SLOPE)
MAF0_SCULPTURED EAVE ANGLE
GALVANIZED
5" x 8" x 120"
8"
ANG.(SLOPE)
MAG01 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 12"
2-1/2"
MAG02 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 24"
2-1/2"
MAG03 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 30"
2-1/2"
MAG10 GIRT ANGLE
GALVANIZED
1" x 2-1/2" x 120"1"
2-1/2"
MAP01 RAKE PARAPET ANGLE
GALVANIZED
2" x 12" x 120"2"
12"
MAP02 RAKE PARAPET ANGLE
GALVANIZED
6" x 6" x 120"6"
6"
MAR01 RAKE ANGLE
GALVANIZED
3" x 5" x 242"3"
5"
MAR02 STANDING SEAM RAKE/
BASE ANGLE
GALVANIZED
2" x 3" x 242"
2"
3"
4"
5"
1"
1"
1"
ANG. 81°
ANG. 95°
ANG. 105°
ANG. 84°
#
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BLANK LENGTH
FBC__INDICATES LENGTH OF FLANGE
FLANGE BRACE MARK NUMBERS
FBE__ COUNTER (01-07)
BLANK LENGTH
BLANK LENGTH
FBK__
AG0003
BRACE IN INCHES
BLANK LENGTH
FBH- COUNTER (1-999)SPECIAL LENGTH FLANGE BRACE
BLANK LENGTH
FBJ- COUNTER (1-999)SPECIAL LENGTH COPED FLANGE BRACE
INDICATES LENGTH OF FLANGE
BRACE IN INCHES
BLANK LENGTH
FBF- COUNTER (1-999)3" X 3" 1/4" BRACE ANGLE
COPED FLANGE BRACE
ROD BRACE DETAIL
AF0010
WEB TO WEB
ROD ASSEMBLY MK.
RD__-
HILLSIDE WASHER,
FLAT WASHER, AND
NUTCOUPLING NUT
IF REQUIRED
WEB OF COLUMN
OR RAFTER
COUPLING
NUTS
1 1/4" Ø
1 1/8" Ø
1" Ø
7/8" Ø
3/4" Ø
5/8" Ø
ROD
DIAMETER
MARK
NUMBER
HILLSIDE
WASHERS
FLAT
WASHERS
A307/A325
NUTS
SEE PLANS AND ELEVATIONS FOR BRACING
MARK NUMBERS
H0860
(2) H0450
(2) H0240
(2) H0930RD06-
RD05-
RD07-
RD08-
RD09-
RD10-
(2) H0930
(2) H0930
(2) H0960
(2) H0960
(2) H0960
(2) H0230
(2) H0220
(2) H0210
(2) H0250
(2) H0260 (2) H0340
(2) H0325
(2) H0320
(2) H0310
(2) H0330
H0850
H0840
H0830
H0810
H0820
ENDWALL COL TO EXP. EW RAFTER CONNECTION
AD0070
BUILT-UP/HOT-ROLLED COLUMN AT FLUSH/INSET GIRTS
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
A
SECTION A
COLUMN
LOOSE BRACKET
CSR_
(SEE PLAN)
LOOSE BRACKET
CSR_
(SEE PLAN)
COLUMN
BUILT-UP/HOT-ROLLED
RIGID FRAME
ENDWALL
RAFTER
Ga
.
=
2
1
/
4
"
*PWA__ w/
(2) 1/2" x 2" A325 BOLTS
H0603/NUTS H0300
FINGER TIGHTEN AND
DEFORM THREADS TO
ALLOW FOR VERTICAL
MOVEMENT.
*
0" @ FLUSH FRAMING
1" @ INSET FRAMING
ENDWALL STEEL LINE
NOTE: FOR CLARITY,
THE RAFTER FLANGE
IS NOT SHOWN.
RAFTER WEB
PLATE WASHER
PWA_
Ga
.
=
3
"
PWA25 at 2 1/4" Ga.
PWA30 at 3" Ga.
4
1
/
2
"
4
1
/
2
"
4"
3"
SEE PLAN
5
1
/
2
"
2"
CL
SLCL
(4) 1/2" x 2" A325 BOLTS
H0603/NUTS H0300
REQ'D PARTS
(6) 1/2" x 2" A325 BOLTS (H0603)
(6) 1/2" NUTS (H0300)
(1) CSR_
(1) PWA_
FLANGE BRACE AT COLUMN & BOX GIRT
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS,
PART MARKS & QUANTITIES.AGX050
BOX GIRT
COLUMN
FLANGE BRACE MK. FB___
1/2 X 2" A325 BOLTS ARE REQUIRED
FOR BOLTING FLANGE BRACES.
NOTE:
SL
(2) XCL21 W/ (12) H1020
FASTENERS
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHERFLANGE BRACE
OPPOSITE SIDE
WHERE REQUIRED
FL.8 = 2'-8 1/4" FL.2 = 3'-3"
AG0110
BASKET-TYPE
INSULATION
FBN01 W/
(2) H0603 BOLTS
(2) H0300 NUTS
(2) H0200 WASHERS
BOLTED FROM THE
BOTTOM
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
(1)-H0603 BOLT
(1)-H0300 NUT
(1)-H0200 WASHER
3'-8 1/4"
FBL01 W/ (1) H0603 BOLT
FLANGE BRACE MK. FB___
RAFTER
PURLIN3'-5 1/4"
NOTE:
1/2" Ø X 2" A325 BOLTS ARE REQ'D FOR
BOLTING FLANGE BRACES.
INSTALL FBNO1 PRIOR TO INSTALLING
UNDERSIDE FABRIC, VAPOR BARRIER OR
LINER.
FLANGE BRACE WITH BASKET INSUL OR LINER AT RAFTER
8
"
&
1
2
"
G
I
R
T
2
"
9
1
/
2
"
G
I
R
T
2
3
/
4
"
FLANGE BRACE
OPPOSITE SIDE
WHERE
REQUIRED
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE LOCATIONS, PART MARKS,
& QUANTITIES
2-BOLT 6" PIPE OR BOX STRUT AT WEB OF COLUMN/RAFTER8" MIN. COLUMN/RAFTER
SHOP WELDED
PLATE
LC
8 1/4"
4 1/2"
3"
2
1
/
2
"
END OF PIPE/CEE3 3/4"END OF CEE
9 1/8"
5 3/8"
PIPE/ BOX
CEE STRUT
WITH KNIFE
PLATE
BOX CEE STRUT
WITH T-PLATE
COLUMN OR RAFTER
BOX CEE STRUT
WITH T-PLATE
PIPE STRUT
WITH KNIFE PLATE
BOX CEE STRUT
WITH KNIFE PLATE
3 3/4"
NOTE: USE (2) 1" X 3 1/4" A325 BOLTS H0640/NUTS H0330
SEE PLANS & ELEVATIONS FOR MARK NUMBERS AND LOCATIONS
T-PLATE DIMENSIONS KNIFE PLATE DIMENSIONS
AK0160
D2
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AS0040AS0020
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EAVE STRUT
LS
BOLTS REQ'D ONLY AS SHOWN
BA0030
BYPASS SIDEWALL CONDITION
USE (2) 1/2" x 2" A325 BOLT H0603/NUT H0300 U.N.O.
CAP PLATE, RAFTER OR
SHOP WELDED SHELF
PLATE WASHER
MK. ESW01 (1)
EAVE STRUT AT INTERIOR FRAME
BOLTS REQ'D AS SHOWN
BA0020
3"
1/4"
LOW EAVE BYPASS SW GIRT CONDITION
USE (4) 1/2" X 2" A325 BOLT H0603/NUT H0300 U.N.O.
PLATE WASHER
MK. ESW01 (2)
RAFTER/
CAP PLATE/
SHOP WELDED SHELF
SHOP WELDED CLIP
8" = PCU01
9 1/2" = GCB62
12" = GCB12
•STIFFENER OPTIONAL BY DESIGN
WS_04 @ PCU01/GCB62
WS_12 @ GCB12
RAFTER FLANGE
CAP PLATE/
COLUMN
3"
SECTION "A"
UPSLOPE U.N.O.
SE
C
.
"
A
"
BB0050
WELDED CLIP @ END FRAME
USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O.
REFERENCE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
SE
C
.
"
A
"
3"
SEE PLAN
LAP DIM
3/4"
SEE PLAN
LAP DIM
LC
3/4"
NO WASHERS REQUIRED AT
THESE (8) BOLT LOCATIONS
WELDED CLIP @ INTERIOR FRAME
SECTION "B"
SE
C
.
"
B
"
SECTION "A"
BB0055
SHOP WELDED CLIP
(STIFFENER OPTIONAL BY DESIGN)
USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400 U.N.O.
AT 12" PURLINS, BOLTS ARE
NOT REQUIRED IN THE
CENTER SET OF HOLES
COLUMN CAP PLATE
UPSLOPE U.N.O.
BC0051
SEC. "A"
VARIES
SEE PLAN
STEELLINE
1/4"
CENTERLINEOF FRAME
SECTION "A"
ROOF
LINE
LS
EAVE STRUT
SEC. "A"
EAVE STRUT
1 1/2"
AT INTERIOR FRAME AT END FRAME
3/4"
3/4"
1 1/2"
EAVE STRUT
CL
*
FLANGE = 4"
FLANGE > 4"*
1 1/8"
1 1/2"
FLANGE WIDTH
RAFTER
BOLTS REQ'D AS SHOWN
HIGH EAVE STRUT INTERIOR AND END FRAME
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
(4) 1/2" x 2" A325
BOLTS H0603/
NUTS H0300
CAP PLATE OR
RAFTER FLANGE
CAP PLATE OR
RAFTER FLANGE
D4
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09/28/2021
NOTE: PURLIN BRACING
ATTACHMENT METHOD IS
THE SAME REGARDLESS
OF THE SECONDARY
MEMBER TYPE (ZEE, CEE,
EAVE STRUT, BEAM, ETC.)
PURLIN BRACE "X"
MK. SEE PLAN
(1) H1020 FASTENER
(1) H1020 FASTENER
(TYPICAL)
ROOF STEEL LINE
PURLIN
PURLIN
PURLIN BRACE "X"
1) SEE ROOF FRAMING PLAN(S) FOR PURLIN BRACE MARK NUMBERS, QUANTITIES AND LOCATIONS.
2) (2) ROWS OF PURLIN BRACING IS SHOWN BELOW FOR REFERENCE ONLY, ACTUAL NUMBER OF ROWS
MAY VARY PER BAY AND PER PROJECT, SEE ROOF FRAMING PLAN(S) FOR SPACING.
PLAN VIEW OF PURLIN BRACING LOCATIONS PER BAY
FRAMELINE
PURLIN BRACE "X"
SEE ROOF FRAMING
PLAN FOR SPACING
BAY LENGTH
PURLIN LAP
PURLIN
1) FOR PURLIN BRACE "X", INSERT ANGLES "BACK-TO-BACK" INTO THE FACTORY PUNCHED SLOTS. BEND TABS
AS SHOWN AND FASTEN THROUGH TAB WITH (1) H1020 FASTENER PER END.
2) CONNECT PURLIN BRACE "X" AT THE ANGLE INTERSECTION WITH (1) H1020 FASTENER.
3) PURLIN BRACING IS NOT TO DISTORT OR ALTER PURLINS FROM THEIR INTENDED SHAPE OR LOCATION.
4) SEE DETAILS BELOW FOR ADDITIONAL INFORMATION WHEN ATTACHING TO ALTERNATE FRAMING MEMBERS.
SL
PURLIN
BRACES
PURLIN
BRACES
REVERSE EAVE
PURLIN
PURLIN
BRACES
EAVE CEE
NOTE: IF CHANNEL, IT MAY
BE TOED UP OR DOWN.
BEAM OR CHANNEL(1) H1070
FASTENER TYPICAL
PURLIN
BRACES
INSTALLATION INSTRUCTIONS
PURLIN
BRACES
HIGH SIDE EAVE
STRUT
EAVE STRUT
BE0001
PURLIN BRACING ATTACHMENT METHODS
SL
SL
SL
SEE ROOF FRAMING
PLAN FOR SPACING
SEE ROOF FRAMING
PLAN FOR SPACING
#
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09/28/2021
CEE GIRT ORIENTATIONZEE GIRT ORIENTATION
ZEE GIRT
ST
E
E
L
L
I
N
E
CEE GIRT
ST
E
E
L
L
I
N
E
ERECTOR NOTE:
C00010
UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED
DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW.
UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED
UP AS SHOWN IN THE DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE GIRT, HOWEVER SOME
DETAILS REQUIRE THAT THE CLIP BE ABOVE THE GIRT OR THAT THE GIRT BE TOED DOWN.
(REFER TO THE GIRT DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS).
STANDARD GIRT ORIENTATION DETAIL
SEE GIRT DETAILS FOR GIRT CONNECTIONS
(COLUMNS NOT SHOWN)
L COLUMNC
4"
CO
L
U
M
N
FA
C
E
SL
6 1/2"6 1/2"3/4"3/4"
VA
R
I
E
S
4"
GIRT, IF REQUIRED GIRT
RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
CA1010
FLUSH GIRT DETAIL
FLUSH GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
GIRT ANGLE MK. MAG01
W/(2) H1020 SCREWS.
(PLACE ANGLE FROM GIRT
TO FLANGE OF COLUMN)
SHOP WELDED CLIP
MK. GFI02
SHOP WELDED CLIP
IF REQUIRED
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
REFER TO THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.ERECTOR
NOTE
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
9 1/2" GIRT AT SW OR EW
REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED.
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
INSET GIRT BOLT PLACEMENT DETAIL
REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
9 1/2" GIRT AT CORNER
8" OR 12" GIRT AT SW OR EW8" OR 12" GIRT AT CORNER
8" OR 12" GIRT
GIRT CLIP
6 1/2"
6 1/2"
GIRT CLIP
1'-4"
LS
8" GIRT
(STD)
(STD)
"A"
SECTION "A"GCA01
1'-4"
SL
"A"
SECTION "A"GCA01
9 1/2" GIRT
9 1/2" GIRT
CB1001
ST
E
E
L
L
I
N
E
4"
2
3
/
4
"
2
3
/
4
"
ST
E
E
L
L
I
N
E
4"
2"
VA
R
I
E
S
2"4"VARIES
2 3/4"2 3/4"4"
6 1/2"3/4"
VA
R
I
E
S
4"
6 1/2"3/4"
LS
4"
L COLUMNC
1"
GIRT
RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
CB1010
INSET GIRT DETAIL
INSET GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
REFER TO THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.ERECTOR
NOTE
SHOP WELDED CLIP
(FIELD CUT FOR
LINER PANELS)
GIRT ANGLE MK. MAG02
WITH (2) H1020 FASTENERS
SHOP WELDED CLIP,
IF REQUIRED
GIRT, IF REQUIRED
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
6
3
/
4
"
AT 9 1/2" GIRTS
AT 8"/12" GIRTS
SL
"A"
CLIP MK. GCR__
ENDWALL GIRT
SECTION "A"
2"
ENDWALL RAFTER
USE (2) 1/2" x 2" A325
BOLTS H0603/ NUTS H0300
(CLIP TO FLANGE CONNECTION)
CB2000
GIRT TO ENDWALL RAFTER
INSET GIRT AT EW RAFTER
(2) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
FIRST LAPPED GIRT
BUTTON HEAD 1/2" BOLT
MK. H0510 **
(NO WASHER REQUIRED)
STD. 1/2" A307 NUTS
MK. H0400
STD. 1/2" A307 BOLTS
MK. H0500
(NO WASHERS REQUIRED)
SECOND LAPPED GIRT
BOLTED OR
WELDED GIRT CLIP
OUTSIDE FLANGE
CC0006
LAPPED GIRT DETAIL
LAPPED GIRTS @ INTERIOR BAY COLUMNS
** THE BUTTON HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE FIRST GIRT
AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT ASSEMBLY MUST BE WRENCH
TIGHT PRIOR TO THE SECOND LAPPED GIRT BEING INSTALLED.
GIRT LAP BOLTS NOT
SHOWN FOR CLARITY.
REFERENCE THE STD.
LAPPED GIRT DETAIL FOR
THOSE REQUIREMENTS.
GIRT LAP
SHOP WELDED CLIP
(SEE ELEVATION)
EQ
.
EQ
.
(SEE ELEVATION)
GIRT LAP
LS
C COLUMN
USE (1) 1/2" X 1 1/4" BUTTON HEAD
BOLT H0510/ NUT H0400 AT THIS
LOCATION. REFER TO THE
"LAPPED GIRT DETAIL" FOR
ADDITIONAL INFORMATION.
3/4""A"
L
SECT. "A"
GIRT
1 1/2"
3/4"
ZEE GIRT
CC1010
SW OR EW GIRT DETAIL
LAPPED BYPASS GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (7) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
DIM. "A" = 4" AT 8" & 9 1/2" GIRTS
= 8" AT 12" GIRTS
SHOP
WELDED
CLIP
EQ
.
DI
M
.
"
A
"
EQ
.
C COLUMN
3/4"
L
3/4"
1 1/2"
GIRT
LS
CC1020
SHOP WELDED CLIP
SW OR EW GIRT DETAIL
SIMPLE-SPAN BYPASS GIRTS AT INTERIOR BAY COLUMNS
NOTE: USE (4) 1/2"x 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
GIRT, IF
REQUIRED
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
DIM. "A"= 4" AT 8" & 9 1/2" GIRTS
= 8" AT 12" GIRTS
NOTE: USE (6) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CORNER GIRT DETAILCORNER INSET GIRT DETAIL WITH WELDED CLIPS
1'-4"6 1/2"3/4"
LS
ST
E
E
L
LI
N
E
4"
VA
R
I
E
S
L COLUMNC
LS
6
1
/
4
"
1/
4
"
EN
D
O
F
G
I
R
T
"A"
GIRT
CLIP MK. GCA01
SECTION "A"
GIRT (IF REQ'D)
SHOP WELDED CLIP
GIRT ANGLE MK. MAG03 WITH (3) H1020 SCREWS.
(PLACE ANGLE FROM GIRT TO FLANGE OF COLUMN)
CE1010
ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO
THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.
(IF REQ'D)SHOP WELDED STIFFENER
PER DESIGN
VA
R
I
E
S
1'-4"
SHOP WELDED CLIP
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
1'
-
1
1
/
4
"
A
T
8
"
G
I
R
T
S
1/
4
"
EN
D
O
F
ST
E
E
L
OF COLUMN
CENTERLINE
GIRT
8"
O
R
9
1
/
2
"
1'
-
2
3
/
4
"
A
T
9
1
/
2
"
G
I
R
T
S
STEEL
LINE
LI
N
E
GI
R
T
REQUIREMENTS
GIRT TERMINATION DETAIL
GIRT CLIP MK. GCA01
SECTION "A"
CF0250
ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO
THE STANDARD BOLT PLACEMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.
SHOP WELDED CLIP
CLIP MK. GCA01
SHOP WELDED STIFFENER
PER DESIGN
8" & 8" CORNER
9 1/2" & 9 1/2" CORNER
REFERENCE WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
BYPASS GIRT BOLT PLACEMENT DETAIL
GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS.
REFER TO THE DETAILS ABOVE TO DETERMINE WHICH HOLES ARE UTILIZED.
8" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" & 8" CORNER
8" & 9 1/2" CORNER
CONNECTION VARIES
GCC02 CLIP
10
"
3/
4
"
8" GIRT
9 1/2" GIRT
8
1
/
2
"
10
"
3/
4
"
8
1
/
2
"
8" GIRT
CONNECTION VARIES
GCC02 CLIP
9 1/2" GIRT9 1/2" GIRT
CF1001
D6
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09/28/2021
3"
4 1/4"
1"
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
ZEE GIRT
CG0018
CLIP MK. JCT01
DOOR JAMB
JAMB TO ZEE GIRT w/INTERMEDIATE GIRT
NOTE: USE (6) 1/2"X 1 1/4" A307 BOLTS H0510 / NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(6) H1020 FASTENERS
ERECTOR NOTE:
-PRE-DRILL HOLES AT NESTED ZEE GIRTS & DOUBLE CEE GIRTS IF REQUIRED.
-IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS, THE
NESTED GIRT BOLTS CAN BE REMOVED.
7'-6" MAX.
(A.F.F.)
INTERMEDIATE GIRT
OPENING (2) 1/2" X 1 1/4" A307
BOLTS (H0500) & NUTS (H0400)
ZEE GIRT
SHOP WELDED CLIP
SECTION A
NOTE: USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
2 3/4"
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER
LS
1/4"
1/
2
"
LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE
BYPASS GIRT CORNER DETAIL
GIRT ANGLE MK. MAG01
WITH (2) H1020 (FIELD
CUT TO LENGTH)END OF GIRT
3"
1'-4"CL
3/
4
"
LS
CLIP MK.
EQ 4"
GIRT
GCC02
EQ
GIRT
1
1
/
2
"
1
1
/
2
"
CLIP
A
LS
EQ
4"
EQ
CF1010REQUIREMENTS
ERECTOR NOTE GIRT CLIPS ARE FACTORY PUNCHED TO BE USED WITH MULTIPLE GIRT DEPTHS. REFER TO
THE STANDARD BOLT PLACMENT DETAIL(S) FOR PROPER BOLT PLACEMENT.
SHOP WELDED STIFFENER
PER DESIGN
SECTION "A"
BOLTS (H0500) & NUTS (H0400)
(2) 1/2" x 1 1/4" A307
STEEL LINE
JAMB
1 1/4"
HEADER/SILL
JAMB
HEADER/SILL
"A"
CLIP MK. HCJ__
CG0050
HEADER/SILL TO JAMB CONNECTION
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CLIP
MK. HCJ01 AT 8" OR 9 1/2"
MK. HCJ02 AT 12"
(2) 1/2" x 1 1/4" A307
BUTTON HEAD BOLTS (H0510)
& NUTS (H0400)
HEADER SHOWN, SILL OPPOSITE
LEFT HAND DETAIL SHOWN,
RIGHT HAND OPPOSITE
STANDARD WALKDOOR TRIMS ARE DESIGNED TO
WORK WITH THE WALKDOOR'S SUBFRAME FLUSH
WITH THE OUTSIDE FACE OF THE FRAMED
OPENING
JAMB
(BY METAL BUILDING
SUPPLIER)
WALKDOOR AND
SUB-FRAME BY
OTHERS (SHOWN
CUT-AWAY FOR
CLARITY)
GIRT
(BY METAL
BUILDING
SUPPLIER)
HEADER WRAP
(BY METAL
BUILDING
SUPPLIER)
ENLARGED VIEW
MOUNT THE SUB-FRAME
FLUSH WITH THE OUTSIDE
FACE OF THE JAMB
STEE
LLINE
SEE THE WALL SHEETING ELEVATIONS AND
THE DETAILS FOR TRIM CONDITIONS AND
PART NUMBERS
SEE THE WALL STRUCTURAL
ELEVATIONS AND DETAILS FOR
JAMB AND GIRT CONNECTIONS
CG0016
WALKDOOR FRAMED OPENING DETAIL
(WALKDOOR PROVIDED BY OTHERS)
SEE THE WALL ELEVATIONS FOR JAMB AND GIRT PART NUMBERS
JAMB/JAMB EXTENSION
CEE HEADER
1"
OPENING
LEFT HAND OPPOSITE
RIGHT HAND DETAIL SHOWN,
CG0019
(2) 1/2" X 1 1/4"
A307 BUTTON HEAD BOLT
H0510/NUT H0400 (3) H1020 FASTENERS /
(3) H1070 FASTENERS AT
HOT-ROLL
JAMB CLIP
MK. JCT13
TYPICAL JAMB/JAMB EXTENSION DETAIL
COLD-FORMED JAMB AT CEE GIRT WITHOUT INTERMEDIATE GIRT REFERENCE
STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
STEEL LINE
JAMB
CLEAR OPENING
"A"
EQ
4"
SECTION "A"
CLIP MK. JCA24
(ATTACHMENT TO
WALL BY OTHERS)
TOP OF STEM WALL
CG0039
JAMB TO STEM WALL CONNECTION
NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
(3) H1020 FASTENERS
CLIP MK. JCT02
CLIP MK. JCT02
ZEE GIRT
(3) H1020 FASTENERS
JAMB EXTENSION, IF REQUIRED
JAMB EXTENSION
CG0058
JAMB EXTENSION TO ZEE GIRT
ZEE GIRT CONNECTION
NOTE: USE (4) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CLIP MK. FOC94
CEE HEADER
GIRT BRACING
CGX058
JAMB EXTENSION TO ZEE GIRT
ZEE GIRT CONNECTION
NOTE: USE (2) 1/2" x1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(2) 1/2" X 1 1/4"
A307 BUTTON HEAD BOLT
H0510/NUT H0400
3"
4 1/4"
1"
RIGHT HAND DETAIL SHOWN,
LEFT HAND OPPOSITE
GIRT
CG0059
CLIP MK. JCT01
DOOR JAMB
JAMB BELOW GIRT SHOWN
MIRROR IF JAMB IS ABOVE GIRT
JAMB TO ZEE GIRT w/INTERMEDIATE GIRT
NOTE: USE (4) 1/2"X 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(6) H1020 FASTENERS
ERECTOR NOTE:
-PRE-DRILL HOLES AT NESTED ZEE GIRTS & DOUBLE CEE GIRTS IF REQUIRED.
-IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS, THE
NESTED GIRT BOLTS CAN BE REMOVED.
EQ
VARIES
EQ
4"
/
8
"
GIRT
CLEAR OPENING
STEEL LINE
JAMB
RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
CG0060
(2) 1/2" X 1 1/4"
A307 BOLTS H0500/NUTS H0400
3/4"
COLD FORM SHOWN, HOT-ROLL SIMILAR
GIRT TO JAMB CONNECTION
NOTE: USE (2) 1/2" x 1 1/4" A307 BUTTON HEAD BOLTS H0510/NUTS H0400
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
CLIP MK. FOC94 8" / 9 1/2" CEE - (FLANGE WIDTH = 2.5" / 3.0")
CLIP MK. FOC95 12" "S" - (FLANGE WIDTH = 3.63")
CLIP MK. FOC96 8" / 9 1/2" "S" - (FLANGE WIDTH = 3.78" / 3.63")
NOTE:
INSTALL CLIPS ON JAMB BEFORE STANDING JAMB.
USE LEVEL TO ALIGN GIRTS ADJUST CLIP AS REQUIRED.
FLANGE WIDTH
OPENING
FRAMED
JAMB EXTENSION
(6) H1020 FASTENERS
ZEE GIRT
(3) H1020 FASTENERS
4
1
/
4
"
4
1
/
4
"
CG0064
ERECTOR NOTE:
-IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT
BOLTS, THE NESTED GIRT BOLTS CAN BE REMOVED.
JAMB WITH EXTENSION DETAIL
JAMB & EXTENSION TO ZEE GIRT CONNECTION
NOTE: USE (6) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
CLIP
MK. JCT01
CLIP
MK. JCT02
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2"
2 3/4"
4"
RAFTER
@ 8" & 12"
CLIP JCS__
RAFTER
4"@ 8" & 12"
4"@ 9 1/2
4"
1"
JAMB
CLEAR OPENING
A-
A
(4) H1070 FASTENERS
@ 9 1/2"
SECTION A-A
LS
LC FLUSH
5"INSET
CG0130
JAMB TO RAFTER CONNECTION
JAMB AT FLUSH OR INSET POST & BEAM ENDWALL
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
(2) 1/2"Ø x 1 1/4" A307
BOLTS H0500/NUTS H0400
(HAND TIGHTEN & BURR
THREADS)
CM0003
ERECTOR NOTE AT BYPASS LAP:
WHEN LOCATING THE NESTED GIRT AT A GIRT LAP, THE NESTED GIRT END
WILL BE HELD BACK SO THAT IT DOES NOT ENTER THE LAPPED AREA.
FACTORY PUNCHED
COLUMN
MAX. O.C.
5'-0"
END OF NESTED
GIRT
3/4"
GIRT LAP
0'-1"
9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)
MAX. O.C.
5'-0"
COLUMN
TYPICAL GIRT
BELOW
TYPICAL GIRT
BELOW
FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)
ST
E
E
L
L
I
N
E
REF. CORNER
DETAILS FOR
COLUMN
ORIENTATION
ERECTOR NOTE AT FLUSH \INSET:
WHEN LOCATING THE NESTED GIRT AT A FLUSH OR INSET CONDITION, THE NESTED GIRT END WILL BE HELD
BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT.
ERECTOR NOTE AT CORNERS:
WHEN LOCATING THE NESTED GIRT AT A CORNER CONDITION, THE NESTED GIRT END WILL BE HELD
BACK TO MATCH THE GIRT BELOW IT. THE BOLTS IN THE CLIP WILL ALSO BE USED IN THE NESTED GIRT.
FACTORY PUNCHED9/16" Ø HOLES FOR 1/2" x 1 1/4" A307 BOLTS
H0500 / NUTS H0400 (FILL ALL HOLES) (THE
QUANTITY OF BOLTS WILL VARY DEPENDING
ON BAY SIZE)
MAX. O.C.
5'-0"
FACTORY LOCATED NESTED GIRT DETAIL
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
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