HomeMy WebLinkAboutStructural PlansNotes and Specifications:
Building Erection Notes
1) The general contract° - and/or erector is responsible to safely and property
erect the metal building system in conformance with these drawings, OSHA
requirements, and either MBMA or CSA 516 elanderds pertaining to proper
erection. This includes, but is not limited to, the correct use of temporary guys
and bracing where needed for squaring, plumbing, and securing the structural
and secondary framing. Secondary wail framing members( girts orbariafists)
are not designed to function as a work platform or provide safely tie off
attachment in accordance with OSHA requirements. Secondary root framing
members (purlins or bar joists) are not designed to provide safety tie off
attachment in accordance with OSHA requirements.
2) A325 & A490 Bolt tightening requirements:
It is the responsibility of the erector to ensure proper bolt tightness in
accordance with applicable regulations. See the RCSC Specification for
Structural Joints Using A325 or A490 Bolts or C.ANJCSA S16 "Limlr-States
Design of Sfi3ai 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 or contract requirements:
A) ATI A490 bolts shall be "fully -pretensioned".
$ All A325 bolts in primary framing (rigid frames and bracing) may be
"snug -tight", except as follows:
"Ful)ypretension- A325 bolts if:
ruilding supports a crane system with a capacity greater than 5 tons.
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 on 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 al contact surfaces. Galvanized or
lightly -rusted surfaces are acceptable.
C) In• Canada, all A325 and A490 bolts shall be 'fully -pretensioned", except
for seoon3ary members (purlins, girls, opening framing, etc.) and flange
braces.
0) Secondary members (purlins, girls, opening framing, etc.) and flange
brace connections may always be "snug -tight", unless indicated otherwise
in these drawings.
3) The metal building supplier shall be notified prior to any field modifications.
Modifications shall be approved by the metal building supplier before work is
undertaken.
4) Common Abbreviations:
a TYP UNO -Typical Unless Noted Otherwise f) SIM- Similar
b SLV - Short Leg Vertical g) NIC - Not In Contract
c LLV -- Long Leg Vertical h) SL - Sleet Line
d NS $ Fs- Near Side and Far Side 1 NIA- Not Applicable
e Q.A.L. --Overall Length )') MBS - Metal Bldg. Supplier
5) onstruction loads Shat[ not be placed on any structural steel framework
unless such framework issafely bolted, welded, or otherwise adequately
secured.
6) Purlins and girls shall not be used as an anchorage point for a tat! arrest
system unless written approval is obtained from the metal building supplier.
7) Purlins may only be used as a walking/working surface when installing safety
systems, after all permanenent bridging has been installed and fall protection
is provided.
8) Coristruclion toads may be placed only within a zona that is within 8 feet of
the center tine of the primary support member. CFR bundles should be placed
directly over the rigid frames.
9) All lifting devices must meet OSHA or MSHA standards and in no case is it
acceptable to use structural members supplied by the MBS as a spreader bar
or lifting device.
General Design Notes
1) All structural steel sections and welded plate members are desVied in
accordance with ANSWIAISC 360 "Specifications for Structural Steel Buildings"
or the CANICSA 516 "Limit States Design of Steel Structures", as required by
the specified building code.
2) All welding of structural steel is based on either AWS 01.1 "Structural Welding
Code - Steel" or CAN/CSA W59 "Welded Steal Construction (Metal Arc
Welding)", as required by the specified building code.
3) Alt cold formed members are designed in accordance with ANSIIAISI 5100 or
CAN/CSA 5136 "Specifications for the Design of Cold Formed Steel Structural
Members", as required by the specified building code.
4) All welding of cold Formed sleet is based on AWS D1.3 "Structural Welding
Code - Sheet steel" or CAN/CSA W59 "Welded Steel Construcllon (MetafArc
Welding)", as required by the specified building code.
5) This Nucor Building Systems facility is IAS AC -472 Accredited and
CAN/CSA A660 and W47.1 Certified (if applicable) for the design and
manufacturing of Metal Building Systems.
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 the OSHA safety standards for steel
erection, dated January 18, 2001.
Material Specifications
Plate and Flange Material:
5"-12" Wide; To 1-1" Th.
Others
Built -Up Structural Web
Hot -Rolled Structural
Structural Tube
Structural Pipe
Cold -Formed Structural
Classic Roof Panel
CFR / VR16 Roof Panel
All Wall Panel Profiles
Rod Bracing
Welds
High -Strength Bolts
Machine Bits
A529, Grade 55
A572 Grade 50
A1011 SS (or HSLAS Class 1) Grade 55
A36 orA572 Grade 50 or A992 Grade 50
A500 Grade B 46 KSI)
A500 Grade B 42 KSI)
A1011 or Al SS (or HSLAS Class 1) Grade 55
A792 Grade 80
A792 Grade 50, Class 1
A653 Grade 80, Class 1 or A792 Grade 80, Class 1
A529 Grade 50
AWS D1.11D1.3 or CSA W59 per Building Code
A325 Type 1 or A490 Type 1 Heavy Hex
A307 Grade A Hex
riu=
BUILDING SYSTEMS
A DIVISION OF NUCOR CORPORATION
MBMR "(fir
MB M
ACCREDITED
AC472
CSA W47.1
Number
U 14L0683A
Name
Two Loop
Location: City, County, State
Parachute, Garfield, CO
Customer
Ford Construction Company, Inc.
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Building Loads:
Design Code: IBC 2009
Building End Use: 2A- Manufacturing - Production
MBMA Occupancy Class: II -Standard Buildings
Roof Live Load: 20.00
NOT REDUCIBLE PER CODE
Ground Snow Load:
Snow Exposure Factor, Ce:
Snow Importance Factor, Is:
Seismic Information:
Seismic Sds/Sdl:
Site Class:
Seismic Imp. Factor Ie:
Seismic Design Category:
Analysis Procedure:
Basic SFRS:
57.00
1.00
0.00
Ss: 0.319 51:0,071
0.329/0.114
D
L00
B
Equivalent Lateral Force Method
NOT DETAILED FOR SEISMIC
Wind: 90
Wind Importance Factor, Iw: 1.00
Exposure: C
UL90: No
Classic Roof -Const. No. 161
Classic Roof w/Translucent Panel -Const. No. 167
CFR Roof -Const. No. 552
CFR Roof w/Translucent Pane -Const No. 590
Composite CFR Roof -Const. No. 552A
VR16 II Roof -Const. No. 332
Name
Roof Dead (PSF)
Primaly Collateral (PSF)
Secondary Collateral (PSF)
Snow Ct
Snow Cs
Roof Snow (PSF)
Wind Enclosure
GCpi
Seismic R
Seismic Cs
Base Shear (KIPS)
Building
Building
Shop
Office
3.0
3.0
5.0
5.0
5-0
5.0
10
1-0
1.00
1.00
40.00 -
40.00
Enclosed
Enclosed
+1- 0.18
+/- 0.18
3-00
3
0.110
0.101
11.1
5.1
1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly distributed.
When suspended sprinkler systems, lighting, HVAC equipment, ceilings, etc, are suspended
from roof members. consult the M.B.S. If these concentrated loads exceed 200 lbs, or if
individual members are loaded significantly more than others,
2) The design of structural members supporting gravity loads is controlled by the more
critical effect of roof live load or roof snow load, as determined by the applicable code.
Required Manuals
Wall Sheeting
H9430 - Erection Manual
Classic Roof Sheeting
H9420 - Erection Manual
FOR BUILDING 4.'''
DEPARTMENT REVIEW
Drawing Index
Cover Sheet: C1, C2, C3
Anchor Bolt Plan/Details: Fl, F2
Primary Plans/Sections: P1, P2, P3, P4, P5
P6, P7, P8, P9
Crane Plans: CR1
Roof Framing Plans: R1, R2
Wall Framing Elevations: Wil, W2, W3, W4
W5, W6, W7, W8
Details: 01, D2, D3, D4, D5
D6, D7, D8
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Shop
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Primary and Secondary Steel Primer Color Primary and Secondary Steel Primer Color
Red
Roof Sheeting
Type: Classic Roof, 26 Gage, Finish: TBS
Roof insulation(NOT BY NBS). Thickness: 6.0
Roof Line Trim. Color: TBS
Wall Sheeting
Type: Classic Wall, 26 Gage, Finish: TBS
Wall Corner Trim. Color: TBS
Wall Base Trim. Color: TBS
Wall insulation(NOT BY NBS). Thickness: 4.0
Building Options
Gutters. Color: TBS
Downspouts. Color: TBS
(4) Walkdoor(s). Color: WHITE
Crane. Please see crane plan for additional information
Wall Framed Openings. Trim Color: TBS
Eave Extension
Projection: 1' -6"
Type: Reverse Classic, 26 Gage, Finish: TBS
Building Line Trim Color: TBS
Rake Extension
Projection: 1' -6"
Type: Reverse Classic, 26 Gage, Finish: TBS
Building Line Trim Color: TBS
Red
Roof Sheeting_
Type: Classic Roof, 26 Gage, Finish: TBS
Roof insulation(NOT BY NBS). Thickness: 4.0
Roof Line Trim. Color: TBS
Wall Sheeting
Type: Classic Wall, 26 Gage, Finish: TBS
Wall Corner Trim. Color: TBS
Wall Base Trim. Color: TBS
Wall insulation(NOT BY NBS). Thickness: 4.0
Building Options
Gutters. Color: TBS
Downspouts. Color: TBS
(2) Walkdoor(s). Color: WHITE
Wall Framed Openings. Trim Color: TBS
Exposed Beam Canopy
Below Eave
Projection: 10' -0"
Clear Under: 10' 4"
Roof Panel. Type: Classic Roof, 26 Gage, Finish: TBS
Eave Extension
Projection: 1' -6"
Type: Classic Wall, 26 Gage, Finish: TBS
Building Line Trim Color: TBS
Rake Extension
Projection: 1' -6"
Type: Classic Wall, 26 Gage, Finish: TBS
Building Line Trim Color: TBS
ALL HIGH STRENGTH BOLTING AND
FIELD WELDING REQUIRES SPECIAL.
INSPECTOR. PROVIDE APPROVAL
REPORT AT FRAMING INSPECTION
STRUCTURAL TESTS AND INSPECTION:
1) THE SPECIAL INSPECTOR'S DUTIES ARE AS DESCRIBED IN IBC SPECIAL INSPECTIONS AND IN IBC 1704.3 AND IBC 1705.
2) ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK.
4) PORTIONS OF WORK REQUIRING SPECIAL INSPECTION:
AGENCY RESPONSIBLE FOR INSPECTION AND TESTING TO BE NAMED BY OWNER LATER.
A. STRUCTURAL STEEL:
1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE)
2. SAMPLING AND TESTING OF SPECIMENS
8. WELDING:
1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2
2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS.
3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING
C. BOLTING:
1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION)
2. HIGH STRENGTH BOLT A325N AND A490X (PER NOTES)
3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY
YES NO N/ A
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GENERAL NOTES:
THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY
APPLYING THE CONTRACT -SPECIFIED LIVE LOAD AND ROOF SNOW LOAD.
IN ADDITION, THE DESIGN IS BASED ON APPLYING A
CODE -DEFINED LIVE LOAD (INCLUDING APPLICABLE REDUCTIONS) AND A
CODE -DEFINED SNOW LOAD (BASED ON CONTRACT -SPECIFIED GROUND SNOW);
FOR ALL PARTIAL LOADING AND UNBALANCED SNOW
LOAD CONDITIONS.
FOR BUILDINGS WITH AN OCCUPANCY CATEGORY I OR II, IBC ALLOWS
FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR THE SEISMIC
STORY DRIFT. PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS,
CIELINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS)
TO ACCOMODATE THIS STORY DRIFT.
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EAVE STIFFENER
REFERENCE EAVE
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FOR WELDS
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WPIC#: WELD SIZE PER ENG. FULL LENGTH FILLET NEAR
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111 FROM EACH FROM FLANGE ALONG T146 OPPOSITE SIDE OF WELL
•
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FG.
DETAIL "K
Perpendicular Knee Column
See Weld Standard sheet for WPS description
1GFG
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MIN. THICKNESS 0-225
STANDARD WELDS AND LEGEND
Thickest MaL Joined
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> 3/4"
Weld
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FW_4
FW_5
Typical Column
See Weld Standard sheet
for WPS description
FG -5
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DETAIL
*FG -5 }D /,
_W
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DETAIL"A'
TYP. FIXED
BASE DETAIL
See Weld Standard sheet for WPS
description
Base plate extension and anchor
bolt locations may vary.
FG -5 > FWS4
FG -5
FWR
TYP. PINNED
BASE DETAIL
See Weld Standard sheet for WPS
description
FG 5
Thickest Mal Joined
S I/z' —.
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> 3A"
Weld
FW_3
FW_4
FW_5
Typ. Flange Brace Clip
FG 5
Runway Beam
Interior Wide Flange Fixed Base Plate Crane Stop
FG -5
FWD4
Runw y End
FWD4
FG -5
SPECIAL DETAILS
See Weld Standard sheet for WPS description
Typ Stiffener Detail Section A -A
2FR
25R
FWS4
Pipe or Tube Column
W P54
Structural Column
FG 5
TuLns Bi acket
Structural Details
See Weld Standard sheet for WPS description
Plant Location
x
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NEM SIDE WELD
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FWD$ - FILLET WELD, BOTH SIDES
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DILETIER
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PURLIN / GIRT / CHANNEL
QTY \ rSHAPE
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SIZE
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STEEL LINE
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20'-0"
40'-0"
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STEEL LINE
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ANCHOR BOLT SCHEDULE
QUANTITY
SIZE
MATIL
PROJECTION
96
3/4"
Gr 55
3" FROM BOTTOM OF BPL
---
---
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3" FROM BOT. OF BPL
---
--
----
----
3" FROM BOT. OF BPL
---
---
3" FROM BOT. OF BPL
---
---
---
3" FROM BOT. OF BPL
FINISH FLOOR = 100'-0"
BOTTOM OF BASE PLATE = 100'-0"
(UNLESS NOTED OTHERWISE)
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ANCHOR BOLT PLAN
GENERAL NOTES
1.THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554
GRADE 55 UNLESS NOTED OTHERWISE ANCHOR ROD
MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING
THE STRENGTH REQUIREMENTS SET FORTH ON THESE
DRAWINGS MAY BE UTILIZED AT THE DISCRETION OF THE
FOUNDATION DESIGN ENGINEER ANCHOR ROD EMBEDMENT
LENGTH SHALL BE DETERMINED BY THE FOUNDATION
DESIGN ENGINEER.
2.THE METAL BUIL6INC MFR. 15 NOT RESPONSLSLE FOR
PROJECT FOUHQAT1oN DESIGN. THE FOUNDATION DESIGN
15
THE RESPCS!N5I131LRTY OF A REGISTERED PROFESSIO.'LV.
ENGINEER, FAU«UAR WITH LDCJL SITE CCNLIiLONS.
3.ALL ANCHOR RODS. FLAT WASHERS FOR ANCHOR RODS,
EXPANSION BOLTS. AS WELL AS ALL CONCRETE/MASONRY
EMBED PLATES ARE NOT BY THE METAL BUILDING MFR.
4.THIS DRAWING IS NOT TO SCALE.
5.HNISHID FLOOR ELEVATION - 100'-0' UNLESS NOTED
OTHERWISE
8.SINGLE' CEE COLUMNS SHALL BE ORIENTED WITH THE
'TOES' TOWARD THE LOW EAVE UNLESS NOTED
OTHF?WISE.
2' L_
Or
01
.4
7.THE ANCHOR BOLT LOCATIONS PROVIDED BY THE METAL
BUILDING MANUFACNRER SATISFY ANY PERTINENT
REQUIREMENTS FOR THE DESIGN Of THE MATERIALS
SUPPLIED BY THE METAL BUILDING MANUFACTURER.
PLEASE NOTE THAT THESE REQUIREMENTS MAY NOT
SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE
REQUIREMENTS DEPENDING ON THE DETAILS OF THE
FOUNDATION DESIGN. BECAUSE FOUNDATION DESIGN IS
NOT WITHIN THE SCOPE OF WORK OF THE METAL
BUILDING MANUFACTURER, IT IS THE RESPONSIBILITY OF
THE QUAUFTED PROFESSIONAL DESIGNING THE FOUNDATION
TO VERIFY THAT SUFFICIENT CONCRETE EDGE DISTANCE IS
PROVIDED FOR THE ANCHOR BOLTS IN THE DETAILS
THEREOF.
8.THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS
NOT ONLY INDICATE WHERE THE ANCHOR BOLTS ARE TO
BE PLACED, BUT ALSO THE FOOTPRINT OF THE METAL
BUILDING. IT IS ESSENTIAL THAT THESE BOLT PATTERNS
BE FOLLOWED. IN THE EVENT THAT THESE SETTINGS
DIFFER FROM THE ARCHITECTURAL FOUNDATION PLANS,
THE METAL BUILDING MANUFACTURER MUST BE CONTACTED
IMMEDIATELY. PREFERABLY BEFORE CONCRETE IS PLACED.
- CROSS BRACING
BPFFNG
WIND BRACE
(ROD SHOWN
FOR REFERENCE
ONLY)
COLUMN
- SLOT -HILLSIDE
WASHER
ASSEMBLY
Z
L1
•
ANCHOR BOLTS
BPBFFNG
TYPICAL COLUMN BASE PLATE DETAIL
TYPICAL COLUMN BASE PLATE DETAIL
AT SLOT–HILLSIDE WASHER LOCATION
TYPICAL COLUMN BASE PLATE DETAIL
CtR.OPENING L L VARIES
(x 3/4'-5 5/111
(USE (2) 1/2' DIA EXPANSION BOLTS PER COLWN)
TYPICAL OVERHEAD DOOR
FRAMED OPENING
F
co
iI
0
0
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3' PROJECTION
4"
+
BU4TX
16"
5_
BU4RX
Al
tri
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3' PROJECTION
G
co
BU4TX
CY
—w
BU4BX
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3" PROJECTION
2"
4„ 2„ O„
•
8 1 /8"
L
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3" PROJECTION
M�
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3' PROJECTION
5_
BU4RX,
B
12„
8" 4" 1 4"
i.1
1-E131-1
u,,
N
16" Y
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3' PROJECTION
BU4LX
SIDEWALL
C
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3" PROJECTION
(R� ONMLY)
J�
614" 4"
15.1
16"
t CY
0
a
N
CO
PORTAL (4)
COLUMN 3/4" 0 ANCHOR BOLTS WITH A 3' PROJECTION
BU4BX
PC44TR
D
K
BU4ROT
(4) 3/4" 0 ANCHOR
BOLTS WITH A 3' PROJECTION
E
(4) 3/4' 0 ANCHOR
BOLTS WITH A 3' PROJECTION
COLUMLFRAME
PORTAL
COLUMN
SIDEWALL
(4) 3/4" 0 ANCHOR BOLTS WITH A 3" PROJECTION
BU4IN
PC44BR
5
8
0
u
3
BU/LD/NG
coo_ o_
V M c7
Zo D 6
�
�rnrn
CO 01
t 0
o e
p L C
p'0, (0
— 00 IL
------'\
5-.e-, iii,/wee/eco 7r/a'di )
i -#/fie 7h 7 ie- e/cp/ 3
U
co
0.
E
0
0
0
0
7
zU
0 -o
0
O
U LL
0
0
1:
0
U
C
(0
0
-J
ZC
1—
w
0
1-
-J
0
co
o[
�0
PU
t, Z
yQ rQ
M
w4
2
Z ,—
o D
vptieri
0/141311
w
z
N (V
0
N
LL
0
fV
N
0
0
0
0
tON
r MXH004
CXB009
0
m
X
CC
CXB010
' N
m _
cc
CXB011
0
0
cc
CXB012
MXH004
0
MXH005
CXB001
MXH005
CXB002
n_
o
s
0.0p7-
RDC0p2
CXB003
LCX130g
RDC003 = _ = RDC003
9 RDC003 = RDC003
0
N
0
N
O
RDC003 =
RDC003
CXB005
O Nip C°
X /
re
CXB007
1 MXH005
15-0"
_ RDC003
22'-0"
MXH006 1
CXB013
0 co
�I
re
o
x
RDB_
MXH005 III 'CXB014
CXB017,.1RXBOO9
CXBO19 CX6021
CX8001
0
m
x
e00 o 99
O % O
AXI X/
s �
CX8002
MXH005
RDF009 0
B00A RDB004
DB00
CX8002
009
RDC003 ROepOj i,'
CXBo06
O
CXB008
111 MXH005
23'-0'
\ O
R°80p4
x I E00.456341"W—
'CX8001 CX(3018
MXH005 CXBO15
Ln
O
co
O
aa5°06 R4�OoR
CXB016
MXH006 W
CO
0
cc
AF0010 Tya. )
CXB020
RXBOO9
MXH005
II
0
0
0
0
—4-
CXWOO2
'4
CXW003
0D
0
' O
1-1
K
CXBl l 22
0
0
N
RDC_
RDE
o Co)
20'-0"
20'-0"
60'-0"
40.-0"
(i)
L
ioo'-0"
MXH ARE (W8X18) EAVE EXTENSION BEAMS
Es) (6)
N
Notes:
tart sizes
5/8" ROD
3/4" ROD
1" ROD
Place tagged end of rafters toward the low eave.
N
N
CC
0
u
3
u
c
ra
0
o O
V
O E
0
U,
• v
E
to
a 0 -0
V E
fL0
0 L
0 0
V LL
3"-3.
3'
2
12
-113116"
1511 " con
.>
�'
_q31L5" n A
coT
W A
A A
0,
O
N
0
m
0
m
EAVE HEIGHT
GIRT SPACING
8"
w
u_
cc
cc
CLEAR UNDE
FINISHED FLOOR ELEVATION: 100'0 "
BOTTOM OF BASEPLATE: 100'-0 "
12
------I 2
FBC32
1'-315/16"
20'-01/16"
16-0"
1'-6
EAVEE
'-f
FBC32
r
FBC32
0
0
1-1
m
20'-01/16" 1'315/16"
60'-0"
M
aterial Sche
dule
Low Plate
Width Thtek
8.00 0.38
High Plate
Width Thick
6.00 0.38
Outside Flange
Width Thick
5.00 0.19
Inside Flange
Width Thick
5.00 0,25
2
3
4
6.00 0.38
6,00 0,38
5.00 0.19
5.00 0.19
Web
Oepthl Thick Depth2
15.50 0.12 1530
15.50 0.15 15.50
18.50 0.12 11.50
6.00 0.38
6.00 0.38
5.00 0.19
5.00 0.19
8.00 0.38
8.00 0.38
5.00 0.19
5.00 0.19
11.50 0.12 11.50
15.50 0.12 15.50
5 8.00 0.38
8.00 0.38
5.00 0.19
5.00 0.19
15.50
0.12 15.50
6
6.00 0.38
6.00 0.38
5.00 0.19
5.00 0.19
11.50 0.12 11.50
7
6.00 0.38
6.00 0.38
5.00 0.19
500 0,19
18.50 0.12 1150
8
8.00 0.38
6.00 0.38
5.00 0.19
5.00 0.25
15.50 0.12 15.50
15.50 0.15 15.50
Notes:
For column and rafter mark numbers, see Mark Number Plan.
NS/FS indicates that flange bracing is required on both sides of the frame line.
For expandable endwall rigid frames, if Range bracing is required on both sides (NS/ FS) of an expandable endframe, the opposite side flange brace
will have to be installed at the time of expansion. These flange braces have been provided, as required, for this future condition.
If NS/FS 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 each flange before the hoisting equipment is
released.
1
2
Qty
8"
(N)
GIRT SPACING
Bolt Schedule
Bolt Description
513" X 2 1/¢" A325
5,8"X23"A325
EAVE HEIGHT
Bolt #
Nut #
H0610 H0310
H0610 H0310
z
LLI
15
0
V
41
co
l.7
O1
a *'
W O
O V
z J f0
W O
a30-
a�
g
x5h
ERLVE
MXH002
(W8X10)
MXH001
(WBX10)
0
m
0
in
EAVE HEIGHT
GIRT SPACING
3-3"
S. -3"
T
CO
2
12
31'-113h6"
3,-3C
-91he 2'415
r07.1
�.g1i7.G"
LAN
l >r�x'�`111101011111111 I I Oil
91he- 2 91h6
T
1,
N
VIr%
N
2'91/16• 2'g
�yS8'
N
O
2.-91/16^
rV Lg.
01V)
LL
2.-91/16-
AJOSOO Typ. )
FINISHED FLOOR ELEVATION: 100'-0 "
BOTTOM OF BASEPLATE: 100'-0 "
TOP OF BRACKET TO F.F_
O
in
LL
0
F-
a
a:
0
0
1-
18'-8"
RDE005
(1"ROD )
12
2
31'-113/16"
-3•
N
3
I
2.-41%6.
RDEOO5
(1"ROD )
BOTTOM OF BASEPLATE: 99'10 1/2"
SPS001
( P6.134 )
BOTTOM OF BASEPLATE: 99'10 1/2'
1
BOTTOM OF BASEPLATE: 100'-0 "
MXH002
(WBX10 )
MXH001
(WBX10 )
N
0
M
0
m
18.8"
60'-O"
(A)
Material Schedule
1
Low Plate
WItIth Thlck
8.00 0.38
High Plate
Width Thick
8.00 0.38
Outside Flange
Width Thick
6.00 0.37
Inside Flange
Width Thick
6.00 0.37
Web
Oepthl Thick Depth2
11.25 0.19 11.25
Z:
8.00 0.38
8.00 0.38
6.00 0.37
6.00 0.37
1L25 0.19 1E25
3
8.00 0.50
W 10X22•
4
8.00 0.50
W10X22
5
8,00 0.38
8.00 0.38
6.00 0.37
6.00 0.37
1L25 0.19 11.25
6
8.00 0.38
8.00 0.38
6,00 0.37
6.00 0.37
11.25 0.7.9 11-25
4
Notes:
For column and rafter mark numbers, see Mark Number Plan,
NS/FS indicates that flange bracing is required on both sides of the frame line.
For expandable endwall rigid frames, if flange bracing is required on both sides (NS/ FS) of an expandable endframe, the opposite side flange brace
will have to be installed at the time of expansion. These flange braces have been provided, as required, for this future condition.
If NS/FS 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 each flange before the hoisting equipment is
released.
Qty
r -4 -
GIRT SPACING
Bolt Schedule
EAVE HEIGHT
Bolt Description
1
2
4
4
Bolt #
Nut #
1.re,X2"A325
5113" X 2 1/4" A325
H0603
H0610
H0300
H0310
m
CC
LU
a
0
u
7
11
0
1
cu
>
.-I
J mN ,-O
,1OmmOOm
Cu-
r7mm D o
m
CrY
0 E"
Z r0 N
O L C
In 00 0 X
o m 0_ u
0
u
O1
1-
n3
9)
Q
Ill 0
0 U
z J f0
W O
a3a
0
V
L_
.
0
C
C
5-
l7
1-
4-
4-
w
1
Ell Frame At Line 2, 3
w
01
LL
0
a
0
0
N
L 3518"
12
2-
31'-113116"2' 91IL5 2' 9111b"
3,_3.
z.9,11.6„
'g 2....91m,
3 3 Trn -t
3'3" A ��+� ,illIli� i
gur
._91.116"
12
2
2•-,766• 3Z'^Zx3�1G"
✓ Jh6.
v 3"-3•
A
co
EAVE HEIGHT
GXC001
0
m
GIRT SPACING
CLEAR UNDER RAFTER
GXC001 REFERS TO L 3 X 3 X 1/4"
FINISHED FLOOR ELEVATION: 100'0'
BOTTOM OF BASEPLATE: 100'-0"
AP0115 T
1
2'-277.6"
MXH003
(W8X18 )
�.AP0110 t
1'-6"
SAVE EXT,
in
GXC001
2'-Z7�S6.
2%2%6"
N
0
m
0
m
.n
8'-01/e
36-0"
S-0"
1 4�
60-0"
8"
CA) CB)
Material Schedule
Low Plate
ID
Width Thick
High Plate
Width Thtck
Outside Flange
Width Thick
Inside Flange
Width ThlrJi
Web
Depthl Thick Depth2
1
2
3
4
8S089
85089
85089
85089
5.
8.00 0.36
8.00 0.38
8.00 0.31
8.00 0,31
15.25 0.13 15.25
15.25 0.16 15.25
6
0.00 0.38
8,00 0.63
8.00 0.25
8.00 0.38
27.00 0.19 15.50
7
8.00 0,63
8.00 0.63'
8.00 0.25
8.00 0.38
15.50 0.1.9 31.32
8.00 0.31
8.00 0.31
31.32
0.22 15 50
8.00 0-25
15,50 0.16 15.50
Notes:
For column and rafter mark numbers, see Mads Number Pian.
14505. Indicates that flange bracing is rhquired an both sides of the frame lint
For expandable endwall rigid frames, if flange Bracing is required on both sides (NS/ FS) eT an expandable endframe, the opposite side flange brace
will have to Lein stai fed at tire time pf expansion. The sr flange braces have been provided. as required, for this future condition.
If N5/FS is NOT indicated, Only one Flange brace fs•required and can be located on ei the,. side of the frame.
'•' indicates the long side of the:interior columns- Columns at We ridge are typically 'flat -top' colurnns, unless indicated by the '•' symbol.
Rigid Frames shall have 50% of their bort% Instal led and tightened on 50th Sides of the web adjacent to eac h flange before the Poi sting equipment is
released.
12
8.00 0.63
8.00 0.63
8.00 0.25
8.00 0.38
15.50 0.19 3L32
5,00 0.25
W8X18
8.00 031
8.00 0.31
31 32 0 22 15.50
9
8,00 0,38
8.00 0,38
6.00 0.25
6.00 0.25
15.50 0.13 15.50
8.00 0.25
15 50 0 16 15.50
10 8.00 0.38
8.00 0.38
6.00 0.25
6.00 0,25
15.50
0.13 15.50
13
8.00 0.38
8.00 0.63
8.00 0.25
8.00 0,38
27.00 0 19 15.50
11
5.00 0.25
WBX18
14 8.00 0-38
a00 0.38
8.00 0,31
8.00 0.31
15.25
0.13 15 25
1525 0.16 15.25
ID
1
2
3
4
Qty
8
8
4
8
8"
GIRT SPACING
EAVE HEIGHT
Bolt Schedule
Bolt Description
5/a" X 2 1/4" A325
74)"X3"A325
5/8" X 2 1/4" A325
3%1" X 3" A325
Bolt #
H0610
H0635
H0610
H0633
Nut #
H0310
H0325
H0310
1-10320
0
n
cc
CC
11
0)
fY
Y
00
0
LL
c (fig
It
C9
h C NO o r -I
W J rn o 0
tico m .
• i_ d rt
0 • Ot fT
LI 01�
2 • s m m
` lJ V 'Cr
7 E"
0 Z ui
o r c
1 0 at) o jt
L m O m a ti
15
SHEET
[F12 Frame At Line 4
U14L0683A
N
O
r-1
m
m
EAVE HEIGHT
1'-6"
E VEE T_
\76114 3'99116"
EAVE E
12
2
21 �g9ra1G
3-97116"
3_r37fLfi
1.-4" 3'-946" 21'-99/16"
3'-97j16"
03
-11 r,
03
N
N
r-, '
N
3'-9 7/16.
12
2
N
LL
3.-91.6" .6
4Pateme�21111
VE EXT,
4/
llealir
Oil A"
GIRT SPACING
8"
" r. . s, ••r
•
-37/E
8'-01/d"
8"
FINISHED FLOOR ELEVATION: 100'0'
BOTTOM OF BASEPLATE: 100'0"
36-0"
8'-0"
374"
1r-4.4
60'-0"
8"
(A)
Material Schedule
Low Plate
Width Thick
High Plate
Width Thick
Outside Flange
Width Thick
Inside Flange
Width Thick
Web
Depthl Thick Depth2
1
2
3
4
5
85089
85089
85089
85089
8.00 0,38
8,00 0.38
8.00 0.31
8.00 0.31
15.25
0.13 15.25
15-25 0.16 15.25
6
8.00 0.38
8.00 0.63
8.00 0.25
8.00 0.38
27.00 0.19 15,50
7
8.00 0,63
8.00 0.63
8-00 0.25
8.00 0.31
8.00
8,00
8.00
0.38
0.31
0.25
15.50
31.32
15.50
0.19
0.22
0.16
31,32
15,50
15.50
Notes:
For column and rafter mark numbers, see Mark Number Plan.
NS/FS indicates that flange bracing is required on both sides of the frame line.
For expandable endwall rigid frames, if flange bracing is required on both sides (NS/ FS) of an expandable endframe, the opposite side flange brace
will have to be installed at the time of expansion. These flange braces have been provided, as required, for this future condition.
If NS/FS 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 each flange before the hoisting equipment is
released.
12
8.00 0.63
8.00 0.63
8.00 025
8.00 038
1550 0.19 3132
8
5.00 0.25
W8X18
8.00 0.31
8.00 0,31
31,32 0.22 15.50
9
8.00 0.38
8.00 0.38
6.00 0.25
6.00 0.25
15.50
0.13 15.50
aoo 0,25
10
8.00 0.38
13.00 0.38
6.00 0.25
6.00 0.25
15.50 0.13 15.50
13
8.00 0.38
8.00 0.63
8.00 0.25
8.00 0.38
15,50 0.16 15,50
27.00 0.19 15.50
11
5.00 0.25
W8X1B
14
8.00 0.38
8.00 0.38
8.00 0.31
8.00 0.31
15.25 0.13 15.25
15.25 0.16 15,25
<0> Qty
1
3
4
8
8
4
8
m
8"
GIRT SPACING
EAVE HEIGHT
Bolt Schedule
Bolt Description
5/$" X 2 114" A325
7/8" X 3" A325
5/8" X 2 1/4" A325
3/4" X 3" A325
Bolt #
H0610
110635
H0610
H0633
Nut #
H0310
H0325
H0310
H0320
w
4 a
1
•
VI
N
Z t(00 O O O
WI
m r -I r -I
O21M M
N v m .321' O
v.
2 0 m m
'p E
z,:u;
J O L c
M00 0
L01
o-
rs
0 O L m
r I m Cl- o-
8)
L.; C
C
I-1 J
+.1
Q
v
O Q
V E ro
O O '- LL
N V w r -I
i O N1 MI
W
(0 , 0
l9 u a-+
u
8) }, c <
o� ate00
-
a i -5 z 0 w 00
zJ 00 o U C m J
w 0 r6 0-0 R3 Z
a 3 a O V m -I
Et I- 3LL O1 D
/D
r N
12
2
21-99116
'3'�gyjEfi
-97116"
Lin
N-11 >3:$
n
O
z'-4•zr.
3'-9 x/16"
3-97/16•
3'-9746,
12
2
3'97/
0
1 S
1'-6"
[AVE EXT.
J
m
ft
m
'-I
0
m
EAVE HEIGHT
GIRT SPACING
103/4„
AR UNDER RAFTER
J
V
FINISHED FLOOR ELEVATION: 100'0'
BOTTOM OF BASEPLATE: 100'-0 "
•
(A00030 Typ. C)
FBC22
CLEAR UNDER RAFTER
FBC22
FBC22
FBC22
la -0"
CANOPY
0
3i-13/9"
1'-117/8"
( B
Material Schedule
Low Plate
Width Thick
8,00 0.38
High Plate
Width Thick
6.00 0.38
Outside Flange Inside Flange Web
Width Thick Width Thick Ccptht ThlGk Oepth2
6,00 0.38 6.00 0.38 0000 9.15 00.00
10.00 0.15 10,00
6.00 0.38
6.00 0.63
6.00 0.31
6.00 0.25
31.00 0:22 23.00
3
6.00 0.50
6.00 0.63
6.00 0.31
6.00 0.25
31.00 0.22 23.00
4
8.00 0.38
6.00 0.50
6.00 0.50
6.00 0.37
23.00 0.15 23-00
23.00 922 23.00
4d-0"
Notes:
For column and rafter mark numbers, see Mark Number Plan.
NS/FS indicates that flange bracing is required on both sides of the frame line_
For expandable endwall rigid frames, if flange bracing is required on both sides (NS/ FS) of an expandable end frame, the opposite side Flange brace
will have to be installed at the time of expansion. These flange braces have been provided, as required, for this future condition.
If NS/F5 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 each flange before the hoisting equipment is
released.
u,
m
m
0
frl
0
m
CANOPY CLEAR
GIRT SPACING
EAVE HEIGHT
Bolt Schedule
Qty Bolt Description
1
2
8
8
5/8"X2114"A325
314° X 3" A325
Bolt #
H0610
H0633
Nut #
H0310
H0320
CC
CC
N
a
0
1050 North Watery Lane
0H -
Ha
.-i
O
m
m
Ln
▪ m m
E
v v
(13
00 0
▪ L
CO aU-
0
L.)
v
w
L
0J
a 4J
w o c
O V
J rp
IL,?, O 'r
a3a0.
a
SHEET TITLE
F21 Frame At Line 5
0
in
In
V
0
m
0
EAVE HEIGHT
12
12
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30
FBC30 _
FBC30
FBC22
FBC22
FINISHED FLOOR ELEVATION: 100'0 "
BOTTOM OF BASEPLATE: 100'-0 "
13'-0"
13'4"
12'-10"
0
In
0
m
0
m
40'-0"
EB) Notes:
Material Schedule
Low Plate
Width Thick
High Plate
WIdlh Thick
Outside Flange
Width Thick
Inside Flange
Width Thick
Web
Depthl Thick Depth2
1
5.00 0.25
8.00 1.00
W8X24
2
8.00 0.38
8.00 0.25
W8X18
3
8.00 0.38
8.00 0.25
W8X18
4
5 00 0J5 €8.00 1.00
W81f24
For column and rafter mark numbers, see Mark Number Plan_
NS/FS indicates that flange bracing is required on both sides of the frame line.
For expandable endwall rigid frames, if flange bracing is required on both sides (NS/ FS) of an expandable endframe, the opposite side flange brace
will have to be installed at the time of expansion_ These flange braces have been provided, as required, for this future condition.
If NS/FS 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 each flange before the hoisting equipment is
released.
ID
Qty
Bolt Schedule
1
2
4
4
Bolt Description
1"X2"A325
11/4"X31"A490
Nut #
Bolt It
140300
X143331 X143332
H0603
0
e �
e �
N
r -I
w �
n �
I CC
uJ
W
N
8)
CC
Y
C3.
r 0
0
m
0
LL
O.
Oti 015
rc
LD
Z 0O co co
m o 0
yl m .-1 .-1
iv d' m m
UR Ok 00 1
U (.5 v Yin
2 ` m m
Ln
oZtoqj
E, op 0 x
m m` 0_ ti..
E
N V
L" O c-
03 117,
f0, O
L9 u ,
7 U
a) c
L., O • = FI- -,
c
2 0 U z 0-D
z▪ J FO re IJ c
w ▪ 0f0 0� 12
a5a. 17,oL9
Ll_
a � v a
SHEET TITLE
E22 Frame At Line 6
N
rl
i�
N
EAVE HEIGHT
FBC22
FBC22
FBC22
FBC22
FBC22
TOP OF PORTAL FRAME
61/4"
AJO
r-4"
FBC22
\♦[ AJ0050 Typ. )
341 Typ. )
FINISHED FLOOR ELEVATION: 100'-0'
BOTTOM OF BASEPLATE: 100'0 "
us
O
N
•
CLEAR UNDER RAFTER
FBC30
FBC30
FBC30
FBC22
FBC22
16'-913/16"
T1-
v
N
20'-0"
Material Schedule
Low Plate
Width Thick
High Plate
Width Thick
Outside Flange
Width Thick
Inside Flange
Width ThTck
Web
neplhl ThlCk 0eith2
end 0.38
1
6.00 0.38
3 8.00 0.38
2
8.00 0.38
8.00 0.25
8.00 0.25
15.50 0.13 15.50
15.50
0.16 15.50
6.00 0.38
6.00 0.19
6.00 0.19
23.25 0.13 23.25
6.00 0.38
5.00 0.19
5.00
0.25
15.50 0.13 15.50
15.50 0.15 15.50
Notes:
1'-315/16"
TOP OF PORTAL FRAME
EAVE HEIGHT •
For column and rafter mark numbers, sea Mark Number Plan.
NS/FS indicates that flange bracing is requited on both sides or the frame line.
Fof expandable endwa II rigid frames, if flange hrating is required on both sides (1951 FS] df an expandable endfrarne. the opposite side flange brace
will have to be installed at the time of expansion. These flange braces have been provided, as required. for this future condition.
If NS/FS is NOT indicated, only one flange brace is required and can be located on either side of the frame.
""' indicates the long side of ale interior tofu MRS. Columns at the ridge are typically'riot•top columns; unless indicated by the "' symbol.
Rigid frames.5hall have SO% of their bolts installed and tightrened an both sides of the web adjacent to each flange before the hoisting equipment is
released.
Qty
Bolt Schedule
Bolt Description
Bolt #
Nut #
1
8
5,," X 2 114" A325
1-10610
1-10310
C0
W
In
N
v
0
CO
0
II 010.
o
It
CO
to
y coon -t
W La m o 0
H O O'i
a >..
• ri,
Vi Y lf1 1:r a1
to
r; 2 nolo
m
7ZE
D Z mui
o . c
Q9- L U1 000 0
�m`O LL
0
V
L._
fa
L.7
ai
aJ
-
v
fa
fa
CL
lJ
fH
f0
Q
E
O 0
V
c
O c
, O
v +,
� v
4-0 c
In
c
O -0
c
fa
�
O L
O l7
3 u_
SHEET TITLE
F98 Frame At Line Ni
AJ0041 7yy.
s
EAVE HEIGHT
TOP OF PORTAL FRAME
1'-315/16"
0
L
FBC30
FBC30
FBC30
FBC30
FBC30
FINISHED FLOOR ELEVATION: 100'0'
BOTTOM OF BASEPLATE: 100'-0'
ut
0
N
FBC22
[ AJ0055 "ryp. ]�
CLEAR UNDER RAFTER
v
16'-913/16"
N
1'=4e
2(Y-0"
Material Schedule
Low Plate
Width Thick
High Plate
Width Thick
Outside Flange
Width Thick
Inside Flange
Width Thick
Web
Oep1h1 Thick .0epthZ
1
B.00 0.38
6.00 0.3S
5.00 0.14
5.00 0.25
15.50
0.12 15.50
15.50 0.15 15.50
2
6.00 0-38
6.00 0.38
6.00 0,19
6.00 0,19
23,25 0.12 23.25
3
8.00 0-38
8.00 0.38
8,00 0.25
8.00 0.25
15.50
15.50
0.12 15.50
0.16 15.50
Notes:
61/4'
TOP OF PORTAL FRAME
EAVE HEIGHT
Far [olumn and rafter nark northers, see Mark Number Plan.
NS1 FS indicates that flange bracing is required on both sides or the frame line.
Far expandable endwall rigid frames, if flange bracing is recoiled on boll, sides (N5/ FS) of an expandable endframe, the opposite side flange brace
will have to he installed at the time of expansion. These flange braces have been provided, as required, for this future cdnditldn,
Ir N5/Fs is NoT indlcoted, only one flange brae is requ Ired and can le located on either side of the Frame.
indicates the long side of the interior columns. Columns at the ridge are typically'flat-tap' Columns, un less Fndicated by the '•' symbol.
Rigid frames shalt have SOX of their bolts installed and 'Owned on both sides of the web adjacent to each flange before the hoisting equi pment is
released.
Bolt Schedule
ID Qty Bolt Description
1
Bolt #
Nut #
'MI" X 2 lli" A3:25 H0610 H0310
0
u N
trtINJ
CC
For Build Dept. Rev
0
u
7
L
v
y..` "N
r -IM ,MJ r .
3 u_, to
t m m
o E - "
z ,a a;
O -c c
1.11 0 0 j<
O. ro
,-1 m d LL
(A)
0
22•-0"
i
SPS001 REFERS TO A P6 134 PIPE STRUT
0.1
Lrl
co
CC
B
E
0
B
O
0
u
L
in as o X
mm0` a 1L
C
r0
E
o
V V
c
o _
i 0
U
7
4J C
to
� � 1
z` O 10
z C
(15O
Ot-9
V lJ-
rI
q
AH0225 Typ.
o
P
N
eJ
'
AH0030 Typ.
0
0
N
5 TON TRSG
0
o
N
p o
Y m
19'-6"
r
I
0
o
0
a
CENTER TO CENTER OF RAIL
IF
o
b
,41AH0085
N
"
T •.
il oo
Q
m
0
o
N
O
Q
m
Iil
0
b
N
CraO q
❑
i ❑
it ys
22'-0"
SPS001 REFERS TO A P6 134 PIPE STRUT
0.1
Lrl
co
CC
B
E
0
B
O
0
u
L
in as o X
mm0` a 1L
C
r0
E
o
V V
c
o _
i 0
U
7
4J C
to
� � 1
z` O 10
z C
(15O
Ot-9
V lJ-
LOW EAVEI
CO
0
N)
9
w
w•
RAKE
3'-0"
0
N
0
io
0
N
ANOT1O TYp. )
P8C001
( 880050 TVP.
w
>
w
RAKE
E82001
P8Z002
P8Z004
P8Z004
P8Z004
P8Z004
P8Z004
P8Z004
P8Z004
P8Z004
P8Z004
P8Z003
P8Z003
P8Z003
P8Z003
P8Z003
P8Z003
P8Z003
P8Z003
P8Z003
P8Z001
E82001
P8C002
15'-0"
z
AN0220 T
PBC003 P8C004
E82002 E82003
P8Z005 P8Z009
P8Z005 P8Z011
P8Z005 P8Z011
( BB0055T
P8Z005 P8Z007
P8Z005 P8Z007
P8Z005 P8Z007
P8Z005 PBZ007
P8Z005 P8Z007
P8Z005 P8Z007
P8Z005 P8Z007
RAKE
w
w
P8Z005 P8Z006
P8Z005 P8Z006
P8Z005 P8Z006
P8Z005 P8Z006
PBZ005 P8Z006
P8Z005 P8Z006
P8Z005 P8Z006
P8Z005 P8Z010
P8Z005 P8Z010
P8Z005 - P8Z008
E82002
P8C003
LOW EAVE
22'-0"
E82003
OFFICE BUILDING
P8C005 —
23'-0'
CANOPY
z
60'-0"
(T)
(g.D
.-1
LU
W
RAKE
Part Sizes
E82001 8E060
E82002
8E060
E82003
8E060
E82004
8E060
E82005
8E060
P1C001
100089
P1Z001
10Z120
P1Z002
10Z120
P8C001
P8C002
8C060
8C060
P8C003
8C060
P8C004
8C060
P8C005
8C060
P8C006
8C099
P8C007
8C099
P8C008
8C089
P8C009
8C089
P8Z001
8Z060
P8Z002
P8Z003
P8Z004
P8Z005
P8Z006
8Z060
8Z060
8Z060
8Z060
8Z067
P8Z007
8Z067
P8Z008
8Z067
0
IJ
3
P8Z009
8Z067
J
JQ.
O
W
0
m
1050 North Watery Lane
P8Z010
8Z067
P8Z011
8Z067
P8Z012
8Z089
P8Z013
P8Z014
P8Z015
P8Z016
P8Z017
P8Z018
P8Z019
Notes:
8Z089
8Z089
8Z089
8Z067
8Z067
8Z067
8Z067
Purlin and eave strut connection bolt
requirements: A307 and A325 bolts are both used.
Refer to the details for specific requirements,
See cross section drawings for main frame flange
bracing.
U14L0683A
AN0170 Typ. )
RAKE
SHOP BUILDING
1'=4"
RAKE
3'-63/4"
z
J
CCa
a
3'63/4"
P8C006
AN022O Ty
AN0170 Typ. )
LOW EAVE
P8C009
E82006 E82007
P8Z015
P8Z013
P8Z019
P8Z017
P8Z013 P8Z017
P8Z013 P8Z017
P8Z013 P8Z017
RAKE
P8Z012 P8Z016
P8Z012 P8Z016
P8Z012
P8Z012
P8Z014
E82004
P8C007 —7
P8Z016
P8Z016
P8Z018
CANOPY
E82005
20'-0"
P8C008
LOW EAVE
20'-0"
X380050 Typ.
0
0
N
w
•
•
40'-0"
(4)
20'-0"
P1Z002
P1Z001
P1Z001
P1Z001
P1C001
20'-0"
BB0050 Typ. )
0
(4
860016 Typ.
10' -0" CANOPY
10' -4 CLEAR
(6)
RAKE
ti
io
w
Lu
w
Part Sizes
E82001
8E060
E82002
8E060
E82003
8E060
E82004
8E060
E82005
8E060
P1C001
100089
KRB IGJR1121512014.
wz
P1Z001
10Z120
P1Z002
10Z120
P8C001
8C060
P8C002
8C060
P8C003
8C060
P8C004
8C060
P8C005
8C060
P8C006
8C099
CC
CL
v
v
0
LL
P8C007
8C099
P8C008
8C089
P8C009
8C089
P8Z001
8Z060
P8Z002
8Z060
P8Z003
8Z060
P8Z004
8Z060
P8Z005
8Z060
P8Z006
8Z067
P8Z007
P8Z008
P8Z009
8Z067
8Z067
8Z067
P8Z010
8Z067
P8Z011
P8Z012
P8Z013
P8Z014
8Z067
8Z089
8Z089
8Z089
P8Z015
8Z089
P8Z016
8Z067
P8Z017
8Z067
P8Z018
8Z067
P8Z019
8Z067
Notes:
Purlin and eave strut connection bolt
requirements: A307 and A325 bolts are both used.
Referto the details for specific requirements.
See cross section drawings for main frame flange
bracing.
o E ` .r
Z ro ai
co t C
Lfl d0 0
0 I= L
rI d
wo
0
z
V o
03
E,`
z
O
V
L1
c
>.
fa
E
0
V
0
++
Ln
c
0
V
0
LL
ra
CL
OZ
E
rU
L
J LL
0
v--
iF
V0
C _
0
4-71
L.)
c
1
-0
L9
JOB NUMBER
U14L0683A
0
m
m
EAVE HEIGHT
EAVE E�T
EA T.
.[ CG0025 Typ.
GIRT SPACING
FINISHED
FLOOR
0
O
u
G8Z008
.G8Z008
a
G8Z001
ce
C7 J
1'-33/4"
1'-33/4"
G8Z011
013002
CG0058 Typ}
CG0018 T
G8Z004
G8Z009
Key Plan
CC/010 Typ.
3
G8Z007
G8Z006
G8Z002
1'-33/4"
1'-33/4"
RX8003
G8Z012
MBC002
RX8004
'-4
0
m
X
u
CG0306 Typ. )
G8Z005
G8Z005
G8Z003
[: CG0120 Typ.
Part Sizes
G8Z001
8Z075
G8Z002
8Z089
G8Z003
8Z089
G8Z004
8Z054
G8Z005
8Z054
co
G8Z006
8Z054
G8Z007
8Z054
G8Z008
8Z054
G8Z009
8Z054
G8Z010
8Z054
G8Z011
8Z054
G8Z012
8Z054
HWA01
HEADER WRAP
J8C001
8C060
J8C002
8C060
J8C003
8C060
J8C004
8C060
J8C005
8C060
M8C002
8C060
E VE EXT.
CF1200
G8Z010
G8Z010
[ CG0060 Typ,57
2'-4"
14'-0"
( CGOD30 Typ.
T-4" I1'-
22.-0"
14-0'
16'•0
4-0"
14'-0"
CF0250 Typ.
1
O
m
X
u
CF1010 T
4'-0•
T
22'-0"
60'0"
2
Framed Opening Schedule
Qty
3
1
WXH
14'-0" X 14'-0"
3'-4" X 7"-2
Header
Jambs
Left/Right
HWA01
J8C002
HWA01
J8C003
r
]
FINISHED
FLOOR
Notes:
0
0
See cross section drawings for main frame flange
bracing_
See wall framing details for standard girt
orientation detail
RD_ indicates rod bracing. See primary details
for rod brace assembly.
At flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing. See
primary details for guidelines_
Cut and drill girts as necessary for field
located framed openings.
0
v
y coo) -1
W J m 0 0
an
4-, H )�-1
o 11).'
� -
4>,lnLn
� 1 Z L m m
7 a o E"
v Z m c
p c c
L0L.n .0
Z 'm`at`te°
0
v
01
w
ra
l7
01
Q 4J
LL, O j
L
0 u
z J f0
W 0 i
aha
I--'
U
C
H
roE
O
u
O
u
4-
V)
C
<O
u
0_
0
0
U-
0
u
0
U
z
ro
SHEET TITLE
f0
0
tD
01
ro
u-
f0
JOB NUMBER
U 1410683
Ll
0
RAKE EXT.
1'-6"
1'-4-
0
(\I
I
FRAME OFFSET
1'-33/4"
1'-33/4"
AF0030 Typ.
Key Plan
1'-33/4" i 1 i 1'-33/4"
CG0090 Typ.
1.-4"
FRAME OFFSET �1 6"
RAKE EXT.
CF0250 Typ.
CF1010 Typ,
EAVE HEIGHT
GIRT BRACING
Qty
1
FINISHED
FLOOR
G8Z013
G8Z014
CG0025 Typ. )
,CG0018 Typj
r GSZ016
3'-0"
3'-4"
7CG0G8Z019
060 Typ.
0
m
8'8"
15'-0"
O��
G8Z021
G8Z023
G8Z023
0
0
m
L.)
CG0058 Typ.
22-0"
Z-6'
G8Z025
CG0050 Typ.
CG0291 Typj
CG0030 Typ.
G8Z028
G8Z028
1
2'-6"
JFLOORFINISHED
J FLOOR -
in
N
0
m
0
m
0
N
1
23-0"
60'-0`
1
Framed Opening Schedule
WXH
3'-4" X 7'-2"
Header
Left Jamb
Right Jamb
HWA01
J8C001
J8C007
18'-0" X 14'-0" H8C001
J8C006
J8C006
(3)
( 4
GIRT BRACING
EAVE HEIGHT
G8Z013
Part Sizes
8Z054
G8Z014
G8Z016
G8Z019
G8Z021
G8Z023
G8Z025
G8Z028
H8C001
HWA01
J8C001
J8C006
J8C007
RDE
8Z054
8Z054
8Z054
8Z054
8Z054
8Z067
8Z054
8C060
HEADER WRAP
8C060
8C067
8C060
1" ROD
Notes:
See cross section drawings for main frame flange
bracing,
See wall framing details for standard girt
orientation detail
RD_ indicates rod bracing. See primary details
for rod brace assembly.
At Flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing See
primary details for guidelines.
Cut and drill girts as necessary for field
located framed openings.
a
u
3
w
C (V O r -I
Om r
J m O- Q
�-1 r
OLJ
� to u'F
E
Z rp y
O L c
Lc) ao 0
o1-1 CO a
X
LL
Z
131
C
4 -'
MS
O
ra
LL
E
ro
Li
r0
EAVE EXT.
1'-6"
CX8001
CC0075 Typ)
.
RXB006
RXB005�
1 G8Z031
( 8Z054 )
M8C002
CF0250 Typ
G8Z030
(8Z054)
Key Plan
CX8002 -
Ro.1007 _ -- - - �- _ RDB001
00000000
- ---� (5E ROD) RDB �fti
(5/8' ROD) �~ CX8001
� R
in
EAVE HEIGHT
GIRT SPACING
FINISHED
FLOOR
j� G8Z033
f (82054)
CG0018 Typ.
CG0025 T
G8Z035
( 8Z054 )
MXH003
(W8X18)
CJ0005 Typ.
G8Z034
( 8Z054 )
CF1200 Typ.
CG0060 Typ. )
in
0
ri
m
CG0030 Typ.
3'-0"
3,-4"
3'-8"
10'-0"
4a-0"
GIRT SPACING
Part Sizes
HWA01
HW8
J8C001
8C060
M8C002
8C060
EAVE EXT.
R��
G8Z029
0
v1
0
X
(8Z054)
G8Z032
(8Z054)
G8Z036
(8Z054 )
EAVE
G8Z036
(8Z054)
m
0
6
FINISHED
1U-0"
60'-0"
Framed Opening Schedule
Qty
WXH
Header
1
1
3'-4" X 7-2a
HWA01
Jambs
Left/Right
J8C001
C
FLOOR
m
0
0
GIRT SPACING
Notes:
O
N
EAVE HEIGHT
EAVE HEIGHT
See cross section drawings for main frame flange
bracing.
See wall framing details for standard girt
orientation detail
RD_ indicates rod bracing- See primary details
for rod brace assembly.
At flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing See
primary details for guidelines.
Cut and drill girts as necessary for field
located framed openings.
cc
z
J
r
w
0
u
i=
0
O n.
00
lJ
i O C
fo aJ 0
U
v
ai+, C
L.O _c C -,
0 Uz 0-0
zJ f0 wU C
0fIDra
a i— u
LL
0
m
RAKE EXT.
N
0
m
0
m
EAVE HEIGHT
1'-4"
FRAME OFFSET
Key Plan
¢a
Gg
1'-33/4" i i 11'33/4"
CG0090 Typ.
¢a
t� 3
1'-33/4" r 11'-33/4
FRAME OFFSET
AF0030 Typ.
T-6"
RAKE EXT.
GIRT SPACING
FINISHED
FLOOR
G8Z026
CG0058 Typ.
CCG0050 T}r�
G8Z027
0
0
CG0291 Typ.
a
G8Z021
G8Z024
2'-6" 18'-0"
[2.6.
23'-0"
CG0030 Typ
r-0"
16'-8"
22'-0"
15'0"
o
CG0018 Typ.
G8Z022
(CC1010Ty
0
0
m
v
CG0060 Typ.
G8Z020
G8Z015
GF1200 Typ.
G8Z017
bti
ado G8Z018
CF0250 Tye.)
N
[ CF1010Typ_)
0
m
1
Framed Opening Schedule
1
Qty
1
WXH
Header
Jambs
Left/Right
3'-4" X 7-2"
HWA01
J8C001
2
18'-0" X 14'-0"
H8C001
J8C006
( 1
FINISHED
FLOOR
0
m
z
0
cc
m
tD
o
0
N
EAVE HEIGHT
Part Sizes
G8Z015 8Z054
G8Z017 8Z054
0
N
G8Z018 8Z054
G8Z020
8Z054
G8Z021 8Z054
G8Z022 8Z054
G8Z024 8Z054
G8Z026 8Z067
G8Z027
8Z054
H8C001
8C060
HWA01
HEADER WRAP
J8C001
8C060
J8C006
8C067
J8C007
RDE
8C060
1" ROD
Notes:
See cross section drawings for main frame flange
bracing_
See wall framing details for standard girt
orientation detail.
RD_ indicates rod bracing. See primary details
for rod brace assembly.
At flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing, See
primary details for guidelines
Cut and drill girts as necessary for field
located framed openings.
0 15
t
v
IA c eQ 0 O c-1
W J m 00
IV .71- m fn
Um H a`)m mrn
4I— 4-1r-1
0 y 3 C m rn
-1T+in 7
2
r1 `rnm
�,/ uv v
o E
oz,�6
JO t C
m
L to •00 0 X
+-10m` a u-
v
F-1
(13
O
� E
O
4J V
O C
rD O
u
+a C
CL z'
0 u C
a
0 U z 0p
z J ro o: V C
w 0 f0 0 t6
3 0- o
al— vLL
SHEET TITLE
Wall Framing Elevation at line A
m
CO
Ff., LO
0
J
z
z r..�
o
(NJ
RAKE
EAVE HEIGHT
2'-6" 3'-0"
Key Plan
4-10" L 3'-0"
6-4"
4-1"
3"- 0"
CF1200 T p3
G8C009
G8C007
CANOPY PURLIN
G8C003
CG0025 Typ.
G8C001
FINISHED
GIRT SPACING
FLOOR
V
G8C010
CG0060 Typ. )
G8C011
CG0030 Typ. )
RXB009
I CI
14'-4"
20'-0"
0
N
0
co
Ll
N
-i
G8C017
G8C016
G8C018
G8C018
G8CO21
CGUO19 Typ. )
RAKE
N
0
m
X
U
C._
Z, ( CO1010Ty
20•-0"
40-0"
(•4
Framed Opening Schedule
Qty
WXH
Left Jamb
Right Jamb
1
3'-4" X 7'-2"
J8C008
J8C008
2
2
3'-0" X 5-0"
J1C001
J1C001
3
2
3'-0" X 5-0"
J1C001
J1C001
4
1
3'-4" X 7-2"
J8C012
J8C012
FINISHED
FLOOR
Ce)
3'-10" 3'-10" 3'-4" I 3•-4" 1 5••0- 4'-8"
GIRT SPACING '
24'-0"
EAVE HEIGHT / •
Part Sizes
G8C001
8C060
G8C003
8C075
G8C007
8C060
G8C009
8C060
G8C010
8C075
CC
G8C011
8C060
G8C013
8C060
G8C016
8C067
G8C017
G8C018
G8CO21
HWA01
8C067
8C060
8C060
HEADER WRAP
J1C001
J8C008
8C060
8C060
J8C012
8C060
Notes:
See cross section drawings for main frame flange
bracing.
See wall framing details for standard girt
orientation detail.
RD_ indicates rod bracing. See primary details
for rod brace assembly.
At flush or inset girt condition, Field slot girt
webs, to allow passage of cable/ rod bracing. See
primary details for guidelines.
Cut and drill girts as necessary for field
located framed openings.
0
u
7
ci
0
Fo
z
❑
a3
F -
(a
m
s
C 0 r-1
03 0
0
M
CO 41
�
I -4v-4
yu�
E "
z ro N
O - C
L.11 OA 0 X
O m Of LL
ra
CL0
u
c
0
4i
4-
N
a ❑
V
)17,1J
u-
0
0
t1
c
fa
Key Plan
N
0
n
m
m
0
m
EAVE HEIGHT
7-3- 3.-0" 8'-3" . 3'-0" I 8'-3" 3L0" 7-3"
r� G8C031
GIRT BRACING
G8C038
G8C035
G8CO24
G8C039
G8C030
1 z)
G8CO27
2'-10"
3'-0"
2'-615/16„
3'-0
m
v
G8C034
a
G8C036
G8CO28
t5CG0050 Typ.
G8C037
CG0060 T
G8CO29 —
CG0052 Typ _)
CG0030 Typ.
N
XX
2'-11"
1 1 T 9
13'-4"
3-0"
S-4"
3'-0"
2'
1 3 1
13'-4"
RXWo05
CG0019 Typ. )
G8C033
G8C033
G8CO26
RXB009
E
1'_6"
VEE%.
•
In
CG0025 TypJ
G8C032
m
m
G8CO25
0
CD1010T `r'
0" [ 3'-4" L.-01 3-0"
5-0"
1 1
13'-4"
40'"-0"
Framed Opening Schedule
ID
Qty
WXH
Sill
Jambs
Left/Right
1
2
3
1
5
3
3'-4" X 7'-2"
J8C008
3'-0" X 5-0"
H8C002
J8C010
3'-0" X 5'-0"
J8C009
O
m
B)
•
V
N
GIRT BRACING
Part Sizes
G8CO24
8C060
G8CO25
8(060
0
N
G8CO26
8C060
G8CO27
8(060
CC
3
G8CO28
8(060
G8CO29
8(060
G8C030
8C060
G8C031
8C060
G8C032
8(060
G8C033
8(060
G8C034
8(060
G8C035
8(060
G8C036
8C060
G8C037
8(060
w
-0
m
0
G8C038
8C060
G8C039
8(060
HWA01
HEADER WRAP
J8C008
8C060
J8C009
8C060
J8C010
8(060
Notes:
w See cross section drawings for main frame flange
bracing.
See wall framing details for standard girt
orientation detail.
RD_ indicates rod bracing. See primary details
for rod brace assembly.
At flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing. See
primary details for guidelines.
Cut and drill girts as necessary for field
located framed openings.
CC
11
3
u
BUILDING SYSTEMS GROUP
c N O r I
0
J m O O
co
✓ O
4m 1-1
m
r-
CD m
▪ Z1• 1- v
o E
Z ro W
O r
ul DO O
0 - CO
0
Q1
L=
0
L9
Qi
w0
O V
z J (p
r O L
a3a
a
Elevation at line 6
Key Plan
m
0
m
0
m
EAVE HEIGHT
RAKE
1'-6"'
- 3 WAS IN THE PORTAL FRAME COLUMN
3 AND 4 HAVE BEEN MOVED LEFT 26 "
8'-4" I 3'-0" 2-6" 3'-0"
9'-9"
3'-0"
3'-11"
3'-0"
3'-6"
• 1'-4" 1'-6"
RXB009
[ CG0o19 Typ.
N
m
v
FINISHED
M8S001
CD1010 Typ.
( C00051 Typ. )
G8CO20
(CG0060 Typ.
G8CO22
CGOOSO Typ; )
CGoo52 Trp.
CCG0340 Typ.
' G8CO23
GIRT SPACING
FLOOR
G8C019
G8C014
[..000018 Typ
G8C015
0
m
v
-1
0
m
X
V
RAKE
AJ0070 Typ,
CA1010 Typ. )
G8C012
G8C008
G8C005
G8C006
G8C004
N
m
680002
0
m
FINISHED
0
2'-6"
3'-0"
[. CG0030 Typ.
14'-6"
20'-0"
13'-6"
3'-0"
3,6"
20,0"
40'-0"
Framed Opening Schedule
Qty
WXH
Header
1
2
3'-0" X 5'-0"
Sill
H8C002
2
2
3'-0" X 5-0"
Jambs
Left/Right
J8C010
J8C009
3
1
3'-0" X 5-0"
H8C003
H8C002
J8C011
4
1
3'-0" X 5-0"
H8C003
H8C002
J8C013
FLOOR
C4)
GIRT SPACING
EAVE HEIGHT
Part Sizes
G8C002 8C060
G8C004 8C067
Q
0
N
G8C005 8C060
G8C006 8C060
G8C008 8C060
G8C012 8C060
6
m
J
G8C014 8C060
1
G8C015 8C060
uJ
G8C019 8C075
G8CO20 8C060
G8CO22 8C060
G8CO23 8C060
H8C003 8C060
J8C009 8C060
J8C010 8C060
J8C011 8C060
J8C013 8C060
M8S001 85075
Notes:
See cross sectio_ swings for main frame flange
bracing.
See wall framing details for standard girt
orientation detail.
RD_ indicates rod bracing. See primary details
for rod brace assembly,
At flush or inset girt condition, field slot girt
webs, to allow passage of cable/ rod bracing. See
primary details for guidelines
Cut and drill girts as necessary for field
located framed openings.
0
u
(111
0115
CU
c N O e -i
CO 0
A0
O M'
L., CO k
CUcn
1—
tiD rn a,
7
y� Lf1
Ln
M M
U 4
0 E "
Z co aj
0 -c c
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o� CO` 0._c LL
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V
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L9
4-+
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w
tit
TYPICAL WASHER REQUIREMENTS
ERECTOR NOTE
(UNLESS NOTED OTHERWISE ON DRAWINGS)
BOLT HEAD
WASHER—
WASHER-*
NUT—�
SLOT
SLOT TO SLOT CONNECTIONS
WASHERS ARE REQUIRED ON BOTH
SIDES OF MATERIAL IF SLOTS ARE
USED ON BOTH SIDES. (SEE DETAIL
SLOT AT RICHT FOR LAPPED ZEE MEMBERS)
BOLT HEAD
WASHER—
NUT
SLOT SLOT TO HOLE CONNECTIONS
ONE WASHER REQUIRED ON
SLOTTED SIDE ONLY.
HOLE
BOLT HEAD • HOLE
NUT HOLE
HOLE TO HOLE CONNECTfONS
NO WASHERS ARE REQUIRED WHEN
SLOTS ARE NOT USED.
0
0
0
WASHER PART NUMBERS
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
SECTION "A"
BOLT/NUT ASSEMBLY
REQUIRED AT LAPPED
ZEE MEMBERS. (NO
WASHERS REQUIRED)
1
Q
LAPPED ZEE
MEMBERS,
PURLINS OR
GIRTS
4 LAPPED/NESTED REGION `
y
L -
NO WASHERS REQUIRED AT BOLTS USED IN
THE LAPPED REGIONS OF ZEE MEMBERS.
SECTION "B"
0
0
0
0
TYPICAL FIELD WELD
REQUIREMENTS ERECTOR NOTE:
(UNLESS NOTED OTHERWISE UN DRAWINGS)
ALL FIELD WELDING MUST BE PERFORMED BY
AWS/WB CERTIFIED WELDERS WHO ARE QUALIFIED FOR
THE WELDING PROCESSES AND POSITIONS INDICATED,
ALL WORK MUST DE COMPLETED AND INSPECTED IN
ACCORDANCE WITH THE APPLICABLE AWS/CWB
SPECIFICATIONS. WELD ELECTRODES USED FOR THE
•SMAW (OR STICK) WELD PROCESS MUST BE 70
K51/483 MPa MATERIAL AND LOW HYDROGEN CONTENT.
GALVANIZED STEEL FIELD WELDING
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, FHE ZINC COATING SHOULD BE REMOVED AT
LEAST ONE 10 FOUR INCHES (2.5-10 CM) FROM EITHER SIDE
OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE
WORKP1ECE. 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 QR 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 LfMITS (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 COMPOSI'LION OF MATERIALS USED,
AS WELL AS THE HEAT APPLIED BY THE PARTICULAR WELDING
PROCESS. IN ANY EVENT, GOOD VENTILATION MINIM17.E5 THE
AMOUNT OF EXPOSURE Tp FUMES.
PRIOR TO WELDING ON ANY METAL. CONSULT ANSVASC
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
STANDARD ANGLE SCHEDUL=
MAEO_ SAVE ANGLE
MALO2 LINER EAVE
GALVANIZED
4"x5"x120"�
NG.(SLOPE)
k
ANGLE 2:12
UALVANIZLU
'� /-_NG �. 84' 3"x3"x120"
3"
5
MAFO SCULP. SAVE ANGLE
MAL05 LINER FAVL
GALVANIZED
5"x8"x120"
ANG.(SLOPE)
ANGLE 4;12
GALVANIZED
NG. 105' 3"x3"x 12Q"
3„
8.,
MAGO1 GIRT ANGLE
MAL07 LINER EAVE
GALVANIZED
1"x2 -1/2"x12"
Il
ANGLE 1:12
NG. 95, GALVANIZED
3"x3"x120"
2-1/2"
3"
MAGO2
GIRT ANGLE
MAL 12 LINER EAVE
GALVANIZED
1"x2 1/2"x24"
ANGLE 2:12
NG 81" GALVANIZED
3"x7 -3/4"x120"
2-1/2"
7-3/4"
MAGO3
GIRT ANGLE
MAPO1 RAKE PARAPET ANGLE
- I
GALVANIZED
1"x2 1/2"x30"
-
N
GALVANIZED
i 2"x12"x120"
2-1/2"
12"
MAG 10 GIRT ANGLE
MAP02 RAKE PARAPET ANGLE
GALVANIZED
1"x2 -1/2"x120"
-
io
GALVANIZED
6"x6"x120"
2-1/2"
6"
MAHO EAVE STRUT ANGLE
MAR01
RAKE ANGLE
GALVANIZED
1"x2 -1/2"x12"
ANG.(SLOPE)
ti n
GALVANIZED
3"x5"x241)"
2-1/2"
5"
MALO1 LJNER LOW EAVE
MAR02 CFR RAKE/
0 m
ANGLE
GALVANIZED
6"x7 3/4"x120"
BASE ANGLE
GALVANIZED
2"x3"x242"
7-3/4"
3"
CC
W
aN
O1
rr
0.
v
0
v
7
CO
`°
LL
0
u
7
L
0.
O
O
0
ti
0
O
0
0
°
z
o L c
lfl 00 0
o' L ,o
4-1 CO Q Li -
8 wo
o
z J
0
03
Ef
SHEET TITLE
m
z
0
General Details
a
m
o
O
J
DIAMETER
ROD
MARK
NUMBER
HILLSIDE
WASHERS
FLAT
WASHERS
A307/A325
NUTS
COUPLING
NUTS
ROB --
5/8"
a
RDB_
(2)
H0930
(2)
H0210
(2)
H0310
H0810
:7/8"
3/4"
e
RDC
(2)
H0930
(2)
H0220
(7)
H0370
H0820
(1) BCLO6
7/8"
e
RDD_
(2)
H0930
(2)
H0230
(2)
H0325
H0830
(1) BCLO2
1"
a
RDE-
(2)
H0960
(2)
H0240
(2)
H0330
H0840
1
1/8"
e
RDF_
(2)
H0960
(2)
H0250
(2)
H0450
H0850
1
1/4"
e
RDG_
(2)
H0960
(2)
H0260
(2)
H0340
H0860
WEB OF
COLUMN OR
RAFTER
SEE PLANS AND ELEVATIONS
FOR BRACING MARK NUMBERS
COUPLING NUT
ROD BRACE DETAIL
(WEB TO WEB)
ROD ASSEMBLY
MK. RD
HILLSIDE WASHER,
FLAT WASHER,
AND NUT
AF0010 )
ROD
DIAMETERS
MARK
NUMBERS
TURNBUCKLES
COUPLING
NUTS
BRACE CLEVIS
(AT 1UW4H11CRtE)
BRACE CLEVIS
(AT COUPDNG NUT)
5/8"
ROB --
(1) H0710
00810
(1) BCS02
(1) BCS07
3/4"
RDC _-
(1) H0720
H0820
.,(1) BCS03
(1) BCSO8
:7/8"
RDD --
(1) H0730
110830
(1) BCSO4
(1) BCS09
1'
RDE --
(1) 110740
110840
(1) BCLO5
(1) BCLO6
1 1/8"
RDF -
(1) H0750
H0850
(1) BCLO1
(1) BCLO3
1 1/4"
ROG --
(1) 00760
H0860
(1) BCLO2
(1) BCLO4
BRACE CLEVIS BOLT AND NUT PART NUMBERS
ROO
DIAMETER
BOLT DIAMETER
AND LENGTH
A325
BOLTS
A325
NUTS
5/6" - 7/6"
1" x 3 1/4"
(2) H0640
(2) 110330
1' 1.t/4.
1 1/4" x 3 1/2"
(2) H0660
(2) H0340
.i..,„
o„,,„FOR
SEE PIANS AND ELEVATIONS
BRACING MARK NUMBERS
CLEVIS
WEB OF
COLUMN
OR RAFTER
ROD ASSEMBLY
MK. RD —
12" TURNBUCKLE
BRACE CLEVIS
WEB OF COLUMN
OR RAFTER
COUPLING NUT
(QUANTITY VARIES)
ROD BRACE DETAIL
(CLEVIS TO CLEVIS)
AF0030 )
TYPICAL 'FLANGE BRACE MARK NUMBERS
ACTUAL FLANGE BRACES DO NOT HAVE MARK NUMBERS ON THEM
FBC
I I J
INDICATES LENGTH OF FLANGE BRACE IN INCHES
LENGTH
FBD—
I I I
t
INDICATES LENGTH OF FLANGE BRACE IN INCHES
LENGTH
FB E_
I I I
COUNTER - SEE CHART
LENGTH
COUNTER
LENGTH
01
35 7/8"
02
37 i %g"
03
49 1/2'
04
50 1/4"
I
7
3'
0803 BOLT
H0300 NUT
410200 WASHERS
H0603 BOLT
H0300 NUT
H0200 WASHERS
FLANGE BRACE
MK_ FB
NOTE:
1/2 X 2" A325 BOLTS
ARE REQUIRED FOR
BOLTING FLANGE BRACES_
fLANGE BRACE OPPOSITE
SIDE REQUIRED WHERE
INDICATED ON ERECTION
DWGS, AS "NS & FS"
TYPICAL FLANGE BRACE AT PURLIN
& RAFTER
< SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
H0603 BOLT
H0300 NUT
H0200 WASHERS
[FLANGE BRACE OPPOSITE SIDE
REWIRED. WHERE INDICATED
OM ERECTION DWGS. AS "NS & F5"
NOTE:
1/2 x 2" A325 BOLTS ARE
REO'D FOR BOLTING FLANGE BRACES
RANCE BRACE
MARK FB
COLUMN
H0603 BOLT 1 5
H0300 NUT J
H0200 WASHERS
WALL GIRT
TYP FLANGE BRACE @ BU COL & GIRT
OQ NOTE: SEE PLANS AND ELEVATIONS FOR
FLANGE BRACE PART MARKS
H0603 BOLT
H0300 NUT
H0200 WASHERS
FLANGE BRACE
MK. FB_
(2) 41080 FASTENERS
(PRE -DRILL 5/16e HOLES) -
ERECTOR NOTE
1/2"0 x 2" A325 BOLTS ARE REQUIRED FOR
BOLTING FLANGE BRACES WITH "CLASSIC"
LINER, THE LINER MUST BE IN PLACE BEFORE
CLIP ATTACHMENT TO GIRT_ WTIH "REVERSE
CLASSIC" OR "ACCENT" LINER, THE FBTO1
CLIP SHOULD BE INSTALLED BEFORE THE
LINER PANEL.
.00
FBTO1
L1NE11 PANEL
FIELD LOCATE AS 860818700
i0W 648416 Fdt-UP
H0603 BOLT
H0300 NUT
H0200 WASHERS
STEEL UNE
WALL GIRT
TYPICAL FLANGE BRACE AT BUILT UP COLUMN & GIRT
Q SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
PRE -DRILL (2) 5/16e PILOT HOLES IN GIRT
FIELD CUT AND FLATTEN PANEL RIB IF INTERFERENCE WITH FLANGE BRACE CUP OCCURS
(2)-3
4" o x 3" A325
BOLTS H0633/NUTS H0320
ANGLE
MK.
TOP RUNNING BRIDGE
CRANE DETAIL
COLUMN
STIFFENER
CRANE BRACKET
RUNWAY BEAM
RUNWAY BEAM TO COLUMN BRACING (TYPICAL UNLESS NOTED OTHERWISE)
AH0030 )
FRAME COLUMN BEYOND
CRANE STOP MK. MXC - —
CRANE RAIL-'- s.
ENO 9F
RAIL (010)
37.25"
1
1
1
1 010E OF WELOP CLIP TO EDGE
TF CRANE SeOfT BASE PLATE
CRANE BEAM
(2) 3/4"a x 3" A325 BOLTS
(MK. 00633), NUTS (MA. 140320),
AND WASHERS (MK. N0220) �I
CRANE BRACKET OR IL
AUXILIARY CRANE COLUMN 1/8..
ENT OF DOM
0
tr
I I
I I
I I
I I
•
iENTERUNE OF COJ,S.xw
16•
CUPS MK CBCO1 WITH
A TOTAL OF (5) 3/4"0
x 3" A325 BOLTS
H0633, NUTS 110320,
AND WASHERS H0220
(6) 3/4"e x 1 7/8"
A490 BOLTS X143331.
NUTS X143332
TOP RUNNING CRANE STOP
'STEEL
( Al -10225 )
X Crone Supported By Frome Columns
(50 KIPS Max.)
❑ Crone Supported By Frame Columns
(100 KIPS Max.)
❑ Crane Supported By Separate Column
Over 100 KIPS)
Top Running
Single Girder (TRSG) Double Girder (MOO)
Top Running
Detail of End Truck
*For Multiple Cranes Only
Crane I.D. (A, B, C.._) A
Information Provided/Confirmed By Customer
Quantity of Cranes:
Crane Type (TRSG/TRDC):
Rated Capacity:
CMM Service Duty Class:
Operation Control Type:
Hoist and Trolley Weight:
Bridge Weight:
P Max. Wheel Load w/o Impact:
Bumper Type:
Bumper Stroke:
Bridge Travel Speed:
Crane End Stop Force:
NOTES;
TRSG
5
6
PENDANT
1000
2700
6175
**
**
**
2500
tons
lbs.
lbs.
lbs.
in.
fpm
lbs.
MATERIALS PROVIDED BY
NUCOR BUILDING SYSTEMS
N ❑
® ❑
Design For Crane Loads Only
Brackets or Auxiliary Columns
Runway Beam & Channel
Crane Rail & Method of Attachment
Crane Stops
hl Top of Rail to Center of Stop: 0'-6" ft. -in.
Length of Runway: 60'-0"
No. of Wheels Per Endtruck:
Adjacent Crane ID: N/A
Crane Rail Size (ASCE): 30
A Wheel Spacing: 6'-6"
B Center to Center of Adj. Crane Wheels: N/A
C Minimum Clear Dist from Top of Rail:
D Minimum Side Clear Distance: O'-9"
E Top of Rail to Finished Floor: 1 5' 10' ft -in.
F Top of Bracket to Finished Floor: 14'-4 15/1611ft in.
G Center To Center of Rail: 19' -6 ft -in.
2
1'-11"
ft
lbs/yd
ft -in.
ft -in,
ft -in.
ft -in.
** NOT TO EXCEED CRANE END STOP FORCE
TO
PUNNING CRANE DESIGN INFORMATION
DETAIL
0
N
r-1
CC
l7
CO
-4
0)
>
O1
a
N
0
0
la
x
0
u
N
0
m
o
I-
ro
ro
0
0
V
0
4J
L.1
ro
W
N
co
LL
0
N
J
( AH0085 )
AJ0070 )
6 t 4'
INACING MARK
PUMPERS AND
LDCATIOWS• ABOVE
ASSHOWNS
ON
ELEVATIONS
SECTION A
STRUT SEE
PLAN/ELEVATIONS
FOR MK, NUMBERS
& LOCATIONS
WELDED
STIFFENERS
LUMN WEB
AT 6" 0 PIPE STRUT
USE 1)) 1' x 3 1/4" A325
edits +W640/NUTS W0330
AT EACH END OF PIPESTRUT
BRACING MARK
NUMBERS AND
LOCATIONS ABOVE
AND/OR OELOW
AS SHOWN ON
ELEVATIONS
SECTION A
RPE STRUT SEE
PLAN/ELEVATIONS
FOR MK. NUMBERS
& LOCATIONS
P WELDED
STIFFENERS
QLUUN WEB
AT 8" 0 PIPE STRUT
USE (3) 1" X 3 1/4' A325
BOLTS H0840/NUTS H0330
AT EACH 080 OF POE STRUT
2"
(2)-3/4" e x 2 3/4" A325
BOLTS R0630/NUTS H0320
ANGLE
MK. CBA_
q OF BRACE STRUT
MTA R00 BRACING
TOP RUNNING BRIDGE
CRANE DETAIL
RUNWAY BEAM TO COLUMN BRACING (TYPICAL AT BRACED BAY)
BRACE STRUT
STIFFENER
.CRANE BRACKET
RUNWAY BEAM
NOT BY NBS
3
MAH02 W/ (2)
H1020
EAVE STRUT
I 1 /2'
l
EXT. BEAM
6 1 2
ESE11
CLIP
1 1/4'
. rj
1 Y/p/
I`-- EAVE STRUT
1 1/2"
FRAME OR ENDWALL RAFTER
EAVE STRUT AT EAVE EXTENSION DETAIL
NOTE: USE (6) 1/2"X 2" A325 BOLTS H0603/NUTS H0300
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
C AN0270 )
FRAME COLUMN
STUB MK. PFC03
PORTAL COLUMN
FRAME TO PORTAL COLUMN ATTACHMENT
USE (4) 1/2" x 2" A325 BOLTS (MK. H0603)
AND NUTS (MK• H0300)
USE (4) 1/2" WASHERS (MK. H0200) AT SLOTS
C AJ0041 )
USE (4) 1/2" x 2" A325 BOLTS H0603/
NUTS H0300 (CLIP TO FLANGE CONNECTION)
FRAME COLUMN
CLIP MK. GFI01
8" OR 12" G
PORTAL COLUMN
CLIP MK GCFO1
8" OR 12" GIRT
GIRT ANGLE MK.
MAGO1 WITH (2)
H1020 FASTENERS
1
"1
FIELD ATTACH
MAGO3 TO
COLUMN
IRT ANGLE MK
MAG03 WITH (2)
H1020 FASTENERS
(FIELD CUT/COPE
AS REQUIRED)
GIRT TO FRAME/PORTAL COLUMN
WITH 8" OR 12" RUS4 L7RT5
NOTE USE (4) 1/2"X 1 1/4" A307 63L15 (505001 NUTS
(10400), AND (4) 1/2" WASHERS (HD200) AT SLOTS
COLUMN
JOIST
CLIP MK// MZHO2
(NS & FS)
W/ (4) 3/4" X 3" A325
BEAM CONNECTION DETAIL
MEZZ, BEAM TO FLANGE OF FULL HEIGHT COLUMN.
NOTE:
3/4" WASHERS
REQUIRED OVER
ALL SLOTS.
VIEW
"A"
CAPolio)
7:11
FLANGE
A325 BOLT (H0603)t BRACE
FBC00
_ FENER OR
PLATE FLANGE BRACE
NUT (H0300) AT r
EACH END
HORIZONTAL
STIF
i
4
TYPICAL FLANGE BRACE CONNECTION
AT FRAME COLUMN AND PORTAL COLUMN
(REFER TO CROSS SECTIONS & ELEVATIONS FOR PART NUMBERS)
AJOO5O )
ENDWALL STEEL LINE 4" ; CENTERLINE OF RAFTER
�~ II
DJ
GIRT OFFSET
1 I POST AND BEAM
I./ RAFTER
FLANGE BRACE
FBC**
(1) 1/2.' X 2„ _L
+-325 BOLT (H0503)I
NUT (H0300) A7 i
EACH ENO
CLIP
MK. FGC01
(2) 1/2" X 2"
A325 BOLTS (H0603)
NUTS (H0300)
HORIZONTAL
STIFFENER OR
FLANGE BRACE
.PLATE
ALTERNATE FLANGE BRACE CONNECTION
AT FRAME COLUMN AND PORTAL COLUMN
(REFER TO CROSS SECTIONS & ELEVATIONS FOR PART NUMBERS)
( AJ0055 )
PORTAL RAFTER
•
0'
ENDWALL STEEL LINE
rk (8) 5/8" X 2 1/4"
A325 BOLTS
NUTS
ez—PORTAL/ENDWALL
COLUMN
15.9375" 1 16'-5 13/16"
COLUMN T CLEAR BETWEEN COLUMNS
DEPTH
2a' -a'
um' WIDTH
PORTAL FRAME AT END BAY WITH POST & BEAM FRAME
FSW AND BSW OF OFFICE BUILDING
FINISHED FLOOR
( AJ0150 )
cc
3
CO
CC
CC
1
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Ir
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ALL
1
0
1-
L
A
ti
P
FRAME
COLUMN
d OUTSIDE
FLANGE
N
FINISHED FLOOR
SHOP WELDED
STIFFENERS
SHOP WELDED
STIFFENER
STROt1O-BACK
COLUMN (NS)
(2) 3/4" a X 3"
(H0633/H0320)
A325 BOLTS/NUTS
PER LOCATION
( 2 ) TOTAL LOCATIONS
REQUIRED.
FS 1 NS
FRAME
COLUMN
SHOP WELDED '
STIFFENERS
SHOP WELDED
STIFFENER
STRONG -BACK
INSIDE FLANGE
8„
FRAM
OFFSET
SHOP WELDED
FRAME COLUMN STIFFENER
INSIDE FLANGE
SHOP WELDED
STIFFENER
PARTIAL HEIGHT STRONG—BACK COLUMN DETAIL
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
JOIST BEARING ELEVATION
CLIP mil MZHO2
(NS & FS)
WITH (4) 3/4" x 3" A325
BOLTS AND NUTS
DETAIL "A"
3/4" WASHERS
ARE REQUIRED
OVER ALL SLOTS
BEAM CONNECTION DETAIL
MEZZANINE BEAM TO FLANGE OF TAPERED FULL ( A^" I 1 5
HEIGHT COLUMN �"'
STRONG--@ACK
OUTSIDE
FLANGE
FINISHED FLOOR
SECTION A
NOTE: STRONG -BACK SHOWN ON NEAR -SIDE OF
FRAME COI IJMN. TO FAR -SIDE SIMILAR.
[ AJ0000 )
c Pr
STEEL LINE
STRONG -BACK ORIENTATION:
NEAR -SIDE ■ FAR -SIDE
EW
SW
1
Q, _0„
12
1 I STD.
EW
SW
BUILDING
STEEL LINE
1'-4 ,' IRS FOR SHEETING AND
TRIM ATTACHMENT
CLIP MK, GCB_
WITH (6) 1/2" DIA,
A325 BOLTS
o
CANOPY BEAM
MK.
CANOPY STRUCTURAL DETAIL
"BELOW SAVE" WITH FLUSH GIRTS
T AS REQUIRED
--COLUMN FLANGE
AQ0030 )
MARO1
CEE CHANNEL
MK.# MIC_
4 1/4"
ENDWALL
3/4.,
EAVE STRUT
MK, #
CLIP
.41111111h MK. HCJO1
1/2,
1 1/2 -
1 1/4"-
0 I/2"- II
3/4".
4 1/45
RAKE EXTENSION
FRAME OR ENDWALL RAFTER
SAVE STRUT CLIP
MK. ESE11
1 1 /4"
6 1/2"
MK_ FGCO1
PURLIN CUP
EAVE STRUT
INTERMEDIATE PURLIN
(IF REO'D)
- 3/4"
4 1/4"
EXTENSION BEAM
C L FRAME
LOW EAVE & RAKE EXTENSION DETAIL
NOTE, USE 1/2"X 2" A325 BOLTS H0603/NUTS H0300 ( U.N.O. )
**
EXTEND MARO1 TO EXT. STEEL LINE
_ = HELD WORK MAY BE REQUIRED FOR PROPER CUP FIT UP,
COLUMN
3 3/4"—
A
RAFTER
CLIP MZHO2 (NS & FS)
USE (4) 3/4" X 3"
A325 BOLTS/NUTS
AUXILIARY RAFTER CONNECTION DETAIL
RAFTER TO FLANGE OF FULL HEIGHT COLUMN
NOTE:
3/4" WASHERS
REQUIRED OVER
ALL SLOTS.
MEW
AT002O )
CEE CHANNEL
SIDEWALL
BLDG.
EAVE EXTCNSIDN �.
( AN01 TN )
USE (2) 1/2" X 2" A325
aGI rs/Nurs NOTE:
3/4" WASHERS
REQUIRED OVER
ALL SLOTS.
ESA03
RAFTER -
CLIP
MK. GXCO2
STEEL
LINE
COLUMN
'LIP MZHO2 (NS & FS)
USE (4) 3/4" X 3"
A325 BOLTS/NUTS
AUXILIARY RAFTER CONNECTION DETAIL
RAFTER TO FLANGE OF FULL HEIGHT COLUMN
CC
l7
a
F
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to 00 0 X
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SHEET TITLE
Primary Details
VIEW
ATOO40 )
x
u -
O
0
FRAME
LOW EAVE EXTENSION DETAIL
NOTE USE 1/2"X 2" A325 BOLTS H0603/NUTS H0300 ( U.N.O. )
SIDEWALL
BLOC. 5_
EAvE E1GTEbAS1ON
AN0220 )
aw
1,4
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41
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0
0
AF ----
z— PURLIN
•
FRAME OR ENDWALL RAFTER A
�—
tl
tl
tl
II
EAVE STRUT CLIP '
MK. ESE11 111
EAVE STRUT
1 1/2'
1 1/2"
I I/A"
1 1/4" AN0270
6 172.L
N
- 6 1/2
1,
MK. FGC01
�
r INTERMEDDIATE PURLIN
CLIP j IF REO'
N
3/4:L.--i'—"lr
4 I/a'I--.
3/4
— 4 1/4"
EXTENSION OEAM
S/n"3/
3/43/4 CEE CHANNEL
FRAME
LOW EAVE EXTENSION DETAIL
NOTE USE 1/2"X 2" A325 BOLTS H0603/NUTS H0300 ( U.N.O. )
SIDEWALL
BLOC. 5_
EAvE E1GTEbAS1ON
AN0220 )
aw
1,4
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COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE
UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING,
HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS,
CONSULT NUCOR ENGINEERING IF THESE CONCENTRATED LOADS EXCEED 200
POUNDS, OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN
OTHERS.
PURLIN STIFFENING LIP
PURLIN FLANGE
"- PURLIN WEB
GENERAL RESTRICTION:
UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP
BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION,
ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP,
OPTIONS FOR SUPPORT ATTACHMENTS
OPTION A
DRILL SUPPORT
THROUGH THE
BOTTOM FLANGE OF
THE PURLIN.
1/2"e MAXIMUM BOLT
(NOT BY N,B.S.)
1" MAXIMUM FROM
OPTION B
SUPPORT ANGLE OR SOME
OTHER TYPE OF BRACKET.
(NOT BY NBS) SUPPORT
THROUGH PURLIN WEB.
ANGLE SUPPORT
(NOT BY NBS)
1/2"e MAXIMUM BOLT
(NOT BY NBS)
1" MAXIMUM FROM
TO CENTERLINE OF SUPPORT
TO CENTERLINE OF SUPPORT
0
0
0
0
OPTION C:
tF PURLIN FLANGE
SUPPORT CLAMPS
ARE USED.
CLAMP
(NOT BY NBS)
1" MAXIMUM
CENTERLINE OF SUPPORT
"X" = TOTAL PROJECTED
DISTANCE FROM THE
CENTERLINE OF THE PURLIN
WEB TO THE END OF THE
END OF STIFFENER LIP
(= 3 5/6" +/- 1/16")
NOTE:
THE CENTERLINE OF THE SUPPORT
MUST BE WITHIN 1" FROM
CENTERLINE OF THE PURLIN WEB,
CENTERLINE OF PURLIN
NBS PURLIN SUPPORT METHODS
0
N
0
0
0
co
IT]
COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED,
ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED.
WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING,
HVAC EQUIPMENT, CEILINGS, ETC, ARE SUSPENDED
FROM ROOF MEMBERS, CONSULT NUCOR ENGINEERING
IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS,
OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY
MORE THAN OTHERS.
STEEL LINE
J
- TOP CHORD
JOIST
BOTTOM CHORD
GENERAL RESTRICTIONS:
1.. UNDER NO CIRCUMSTANCES CAN THE JOIST BE FIELD
MODIFIED FROM THE FACTORY SUPPLIED CONDITION.
2- ANY APPROVED SUPPORT METHOD USED MUST NOT BE
ATTACHED TO THE TOP CHORD OF THE JOIST SO THAT IT
WOULD PROTRUDE ABOVE THE STEEL LINE AND INTO THE
ROOF PLANE.
OPTIONS FOR SUPPORT ATTACHMENTS
STEEL LINE
OPTION A
PLACE SUPPORT
BETWEEN JOIST
ANGLES (NOT BY NBS)
OPTION B
SUPPORT CLAMP
(NOT BY NBS)
ERECTOR NOTE:
ADDITIONAL JOIST REINFORCING MAY BE REQUIRED- CHECK THE
ERECTION DRAWINGS FOR SPECIFIC REQUIREMENTS.
NBS JOIST SUPPORT METHODS
COLUMN
CAP PLATE/
RAFTER FLANGE
8" PURLIN
GCB01 CLIP
10" PURLIN
GCB02 CLIP
12" PURLIN
GCB11 CLIP
USE (4) 1/2" x 2" A325
BOLTS H0603/ NUTS H0300
(CLIP/PURLIN TO FLANGE
CONNECTION)
SECTION "A"
BOLTED CLIP @ END FRAME
USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS NDAOt U.N.Q
REFERENCE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
(BB00I 0 )
UPSLOPE U.N.O..
SECTION "A"
COLUMN
CAP PLATE/
RAFTER FLANGE
WELDED CLIP @ END FRAME
SHOP WELDED
CLIP.
STIFFENER
OPTIONAL BY
DESIGN
USE (4) 1/2" x 1 1/4" A307 BOLTS 00500/NUTS H0400 U.N.O.
REFERENCE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
BB0050
AT 12" PURLINS. BOLTS ARE
NOT REQUIRED IN THE
CENTER SET OF HOLES
UPSLOPE
SECTION "A"
WELDED CLIP @ INTERIOR FRAME
USE (8) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS 00400
SHOP WELDED
CLIP.
STIFFENER
OPTIONAL BY
DESIGN
COLUMN CAP PLATE
OR RAFTER FLANGE
NO WASHERS REQUIRED AT
THESE (8) BOLT LOCATIONS
SECTION "B"
BB0055 )
CC
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R1p.R RANO DETAIL S}I iWW. I.UT HAND OPPISSDE I
a
N
i
A
CLIP MK. HCJ_LEFT
(2) 1/2" x 1 1/4" A307
JAMB EXTENSION, IF REQUIRED
12/5/2014
FRAMED
HAND DETAIL SHOWN,
FRAMED
LEFT HAND DETAIL SHOWN,
RIGHT HAND OPPOSITE
I�/l1
rI
1
rI CLIP MK, JCTO2
110
�I
OPENING -
RIGHT HAND OPPOSITE
OPENING
RR
BOLTS (H0500) & NUTS (H0400)
(2) 1/2" x 1 1/4" A307
THIN HEAD BOLTS (H0515) & NUTS (H0400)
N...-,----T140.DER
DT. FRICTION CUP
MK- JCB02 AT 8"
I MK. JCB01 AT 10"
MK. JCB03 AT 12"
I
(2) H1020 FASTENERS
-,
LHEADER
•,.,_
(3) H1020 FASTENERS
idi
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-LEFT
ir
HAND DETAIL SHOWN,
RIGHT HANIJ UPPUSIIE
11111111111z
w
N
4
f1'y
TYP. FRICTION CLIP
MK, JCP02 AT 8"
MK. JCP01 AT 10"
MK. JCP03 AT 12"
H1020 FASTENERS
sHcs7
For Build Dept. Rev
(2) 1/2" x 1T.4" A307
y (3) H1020 FASTENERS
CLIP MK JCTO2
JAMB EXTENSION
e.
JAM(i
-;
•—'
;: ;jj;
THIN HEAD 80ET� (H0515)
& NUTS (HO4O0).
CLIP
MK. HCJO1 AT 8" OR 10"
MK. HCJO2 AT 12"
1
TIP, FRICTION CLIP
MK. JCP02 AT 8"
MK. JCP01 AT 10"
MK. JCP03 AT 12"
(2);
IYP. FRICTION CLIP
SILL TO
JAMB
MK, JCBO2 AT 8"
JCB01 AT 10"
MK JCB03 AT 12..
CONNECTION
STEEL LINE
HEADERMK,
.."-1
HEADER TO JAMB
JAMB
CONNECTION
SECTION "A"
JAMB EXTENSION TO ZEE GIFT
ROUP
MBMR
410
A
A0472472
HEADER TO JAMB CONNECTION
ZEE GIRT CONNECTION
SILL TO JAMB CONNECTION
NOTE: USE (2) 1/2" x 1 1/4"
AT WINDOW/LOUVER
A.307 BOLTS H0500/NUTS H0400
HEADER TO JAMB CONNECTION
NOTE: USE (2) 1/2" x 1 1/4"
AT WINDOW/LOUVER/WALKDOOR
A307 BOLTS H0500/NUTS H0400
NOTE: USE (2) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS H0400
NOTE: USE (4) 1/2" xi 1/4" A307 BOLTS H0500/NUTS H0400
S ANDARD WASHER DETAIL FOR TYPICAL WASHER ,'CG0058
REQUIREMENTS
REFUREN ECE NTSANDARD WASHER DETAIL FOR TYPICAL WASHER C CG0050 )
REFERENCE STANDARD WASHER
DETAIL FOR TYPICAL WASHER C CG0052
REF REN CE ENTSANDARD WASHER
DETAIL FOR TYPICAL WASHER (_ CGOO5I )
EAVE STRUT'
�
T-CLIP MK. JCE_ 8 8" & 12"
2TE:" 4" 2.• 8" GIRTS
REFI HHAD oEPPO SHowN,
Rlcrlr HANo aPoslrE
C N 0 -IINOSTALL
to 0 0 0
I" w m '-I .-IUSE
CLIPS ON JAMB BEFORE STANDING JAMB.
LEVEL TO ALIGN GIRTS ADJUST CLIP AS REQUIRED-lis
B"
+
12" GIRTS
FRICTION CUP
MK. JCA02 0 8"
MK. JCA01 ® 10" CE COLUMN
MK. JCA03 ® 12" I SHOP WELDED CLIP
0
BUILDING SYSTI
1050 North Watery
Brigham City, UT 84
Phone: (435) 919-3
Fax: (435) 919-3'.
ERECTOR NOTE:
3" a•' 3•
10" Gift
FRICTION CLIP 1/4" FRICTION CLIP
AT FIELD LOCATED ' FRAMED
OPENINGS, CREATE 9/16"
x 1"
,__•�
FRICTION CUP �T....w-�
MMK K. JCP02 ® B"
MK, JCP03 ® 12"
---
.
GIRT
L---
u
r
SLOTS IN THE JAMB LOCATED
SHOWN IN THE DETAIL
AS
AT RIGHT.
_
MK. JCP02 AT 8"
MK JCP01 AT 10"
MK. JCP03 AT 12 I'/2'
- MK. JCA02 AT 8"
MK, JCA01 AT 10"
°" MK, JCAO3 AT 12"
{
ENDWALL SIEE LINE
JAMB
GIRT
1 1/4'•1
(6) TEK 3 SCREWS H1020
PURLIN EXTENDS AT RAKE
EXTENSIONS (SHOWN
REFERENCE ONLY)
MARDI ANGLE (LLV.)
FOR WITH (1) H1020
FASTENER PER SUPPORT
PURLIN
2 1/4
1„
I r.
CLEAR OPENING
„
u
_V
sil,•-'--
O
co
co
11
-W
w
DOOR JAMB
EXTENSION
1
I
CLEAR
,11 I
r
.��
1
1
STEEL LINE
t.p
{I
1
11
�
jn�
R_--1
�arx�__
*1'
II
(4) H1020
SCREWS PER END
CHANNEL (DEPTH
- MATCHES JAMB DEPTH)
OPENING
1
I
•�
1/1
--U
w
�.•
U
'�
1/2111
JAMB
SW OR
/1-3/4•• 1 1/$y
11?I1
EW GIRT DETAIL
1 r�
1/2
ield, CO
n Company, In
co.
SHEET TITLE
Wall Framing DE
ENDWALL STEEL
1
' RAFTER
I (TYPE VARIES)
LWE 4
"1'"'•
1 RIGHT HAND DETAIL SHOWN, LEFT HAND OPPOSITE
JAMB EXT. (8''/12")
TO EAVE STRUT
GIRT TO JAMB CONNECTION
NOTE: USE (4) 1/2" x 1 1/4" A307 BOLTS H0500/NUTS HO400
FRAMED OPENING AT BYPASS GIRT CONDITION
NOTE: USE (2) 1/2^x 1 1/4"
REFERENCE ERECTOR NOTE FOR
A307 BOLTS H0500/NUTS H0400 CG0090
TYPICAL WASHER REQUIREMENTS
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER ( CGOOsO
REQUIREMENTS vv
NOTE: USE (8) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400( CG0291)
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
SECTION "A"
SHOP WELDED CLIP
CIRT
FR[CTION CLIP
MK. JCA02 0 8"
COLUMN MK- JCA01 ® 10"
T
FRICTION CLIP
MK- JCP02 0 8"
MK. JCP01 ® 10"
MK, JCP03 ® 12"
DIM. A— 4" AT 8" & 10" CIRTS I
DIM. 0= 4-1/4" AT 12" GIRTS
DIM. 8= 1" AT 8" & 10" GIRTS
DIM. 8= 3/4" AT 12" GIRTS
DIM, C= 5" AT 8" & 10" GIRTS
DIM, C= 5" AT 12" GIRTS
8" OR 10"
8" OR 10" GIRT (TYP)GIRT
r'"""`1
<
vv.
_1111111111"
— -
FF_
:: m!:
PURLIN
CHANNEL
'---„ofsrEE._
--
-
SPAN
LENGTH) PURLIN (TYPICAL)
R�F - _ _-
ONE
ADDITIONAL CHANNEL
(ONLY IF NECESSARY)
^''ems T--J
CEE CHANNEL MK,
CLIP MK. GCCO2
8, CIRf ®C 7®
Loo00]Q
w O r
Q V
2 J ro
E -
z 3
V c
o
" t-.
c
w O
W
g -p (L0
o L
. v-
ZEE GIRT
_
_
t-
_
---
I
a 1 a
0
p DI
�m
USE THESE CLIP HOLES
1
I
1
y
°
+ AT THIS
--'j am-'> -i
8" OR 10"
GIRT
CONDITION
I -- �
3
.- �••yu� �T
it .
: ❑ . •
.'.
y
•
1
((
CLEAR
OFENINE:
I
j
;:y`;
-
;:7;
I
e
Ij
CLEAR
OPENING
I�
(3) H1020 FASTENERS
CLIP MK JCTO2
JAMB
(2) 1/2" X 1 1/4"
A307 THIN HEAD BOLI
H0515/NUT H0400
CLIP MK. JCSO1
•
ADDITIONAL CHANNELS SHOWN
FOR CLARITY ONLY.
! - _
'
`e?l
_ J
'y
`+
L_ _
I I
ATTACH TO
CHANNEL WITH
G H1020•
t )
CHANNELS ARE REQUIRED
ONLY WHERE NECESSARY,
ATTACH TO PURLINS WITH 4
( )
OPENING
_®� I
10" GIRTilL
•
C! p[
•••
+ V,�
_
1/
S/R" 1 1/2"
1
�Y
I 1 1/2" 3I<'
r�
1
1/2"
y+'•.
ae
L''
rn
v
L(.1C'
ZIT:
_••••.•,..�
+ Sj
'+ s'�7VAL F„_
SCREWS
JAMB
SEE ENDWALL
H1020 SCREWS AT EACH END.
(2) 1/2" x 1 1/4" A307
CLEAR BOLTS (H0500) & NUTS""'�-
JliM6 ,rAMB-'•
SW OR EW GIRT DETAIL
1 TOP DETAIL SHOWN, BOTTOM CONNECTION OPPOSITE
+
USE THESE CLIP HOLES
s „$ -43.,;'' . p`
SHEET
D8OF8
WINDOW/LOUVER JAMB TO ZEE GIRT
ELEVATIONS FOR
MARK NUMBERS
JAMB TO
OPENING- (H0400) (HAND TIGHTEN
& BURR THREADS)
PURLIN CONNECTION
AT THIS CONDITION
GIRT TO GIRT DETAIL
Cira6r�g_.S'a
f'°@:.1
'��➢"
( BYPASS ENDWALL GIRTS)4Z,r;
ZEE GIRT CONNECTION ABOVE THE 7'-6" GIRT
FRAMED OPENING (BOTH SIDES OF COLUMN) 0 BYPASS GIRT CONDITION
NOTE: USE (4)1 2" x 1 1 4" A307 BOLTS H050D NUTS H0400
S'a_ "�p
6�o,� E � NTivn: ��
E
REQU REMENTS ECTOR NOTE FOR TYPICAL WASHER
RE ERENCEWSTANDAROTWEASHEERTDETAILSFOR TYPICAL WASHER
( CG0340
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER l
REQUIREMENTS CV0005
' vE 2g; dz 1
= nv
. l•; �SZE
NOTE: USE (12) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400 FCG0120
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS CGD30V
REQUIREMENTS
.. 3:,=�-`n
