HomeMy WebLinkAboutUPDATED PLANS - 21-00892 - 3448 N 125 E - New Commercial Shop (2)GENERAL NOTES:
1, MATERIALC ASTM DESCRIPTION
STRUCTURAL STEEL PLATE A529/ A572/ A1011
HOT ROLLED MILL SHAPES A36 A529 A500
HHS ROUND
A500
HHS RECTANGULAR
A500
COLD FORM SHAPES
A653 / A1011
ROOF AND WALL SHEETING
A653 / A792
BOLTS
A307 / A325 / A490
CABLE
A475
RODS
A529 / A572
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SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OF
TIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING
TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE
DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE
THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF A
FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP
COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE
UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER.
METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE
PRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTAL
CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.
3. BUILDING ERECTION NOTES:
THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY
ERECT 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 THE
ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED
STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE
STRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION
OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOT
DESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINT
FOR A FALL ARREST /SAFETY TIE OFF.
4.
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 THE PEMB MANUFACTURER, AND TO THE
EXTENT REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S
REPRESENTITIVE. IN THE EVENT INSPECTIONS ARE REQUIRED, THE OWNER AND/OR THE OWNER'S
REPRESENTITIVE SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE TESTING AGENCY APPROVED
BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN THE
PEMB MANUFACTURER'S SALES DOCUMENTS, NO INSPECTIONS BY THE PEMB MANUFACTURER OR
AT THE PEMB MANUFACTURER'S FACILITY SHALL BE MADE. THE PEMB MANUFACTURER'S FACILITIES
ARE ACCREDITED BY IAS AC472.
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 OR CONTRACT 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 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 AT CONTACT SURFACES. GALVANIZED OR LIGHTLY -RUSTED SURFACES ARE
ACCEPTABLE.
C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY-PRETENSIONED", EXCEPT FOR
SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES.
SECONDARY MEMBERS (PURLINS GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE
CONNECTIONS MAY ALWAYS BE SNUG -TIGHT",
UNLESS INDICATED OTHERWISE IN THESE DRAWINGS.
&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
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.
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.
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.
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.
BUILDING INFORMATION
PRIMER COLORS
PRIMARY PRIMER COLOR: GRAY SECONDARY PRIMER COLOR: GRAY
ROOF SHEETING
TYPE: CR GAUGE: 26 FINISH: Golvalume Plus CLIP TYPE: N/A
THERMAL BLOCKS: No EPS FOAM SPACER: No ROOF LINE TRIM, PAINTED: Aztec Blue SP
YES[-] NOX DOWNSPOUTS PAINTED: GUTTERS PAINTED:
YESX NO❑ INSULATION 3.751NCH (NOT BY MBS)
YES[-] NOX PIPE JACKS, SIZE: QUANTITY:
YES❑ NOX RIDGE VENTS, 10'-0" LONG X 9" THROAT. QUANTITY:
YES❑ NOX ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES
YES❑ NOX COMPOSITE CFR DECK, TYPE: N/A GAUGE: FINISH:
WALL SHEETING
TYPE: CW GAUGE: 26 FINISH: Fox Gray SP
CORNER TRIM, PAINTED: Aztec Blue SP BASE TRIM, PAINTED: Fox Gray SP
YESX NO❑ WALKDOORS, QUANTITY: (3) 3070 PAINTED: WHITE
YES❑ NOX WINDOWS, QUANTITY: PAINTED:
YESX NO❑ INSULATION 6 INCH (NOT BY MBS)
WALL FRAMED OPENINGS
YESX NO❑ FRAMED OPENING TRIM, PAINTED: Aztec Blue SP
SIZES: FSW: (2) 6'-0* x 3'-0", sill at 11'-6"
BSW: (1) 4'-0" x 4'-0", sill at 3'-0"
LEW: (1) 4'-0* x 4'-0", sill at V-0"; (1) 16'-0" x 14'-0"
REW: none
BUILDING
OPTIONS
NO[] LINER PANELS
YESX
FRAMED OPENING TRIM, PAINTED: Polar White SP
WALL: TYPE: CL GAUGE: 26 FINISH: Polar White SP
WALL TRIM, PAINTED: Polar White SP
CEILING: TYPE: GAUGE: FINISH:
YES❑
NOX TRANSLUCENT PANELS
WALL:
ROOF:
INSULATED PANELS? YES[-] NO❑
YES[-]
NOX EAVE EXTENSION
PROJ: TYPE: GAUGE: _ FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
YES❑
NOX RAKE EXTENSION
PROJ: TYPE: GAUGE: _ FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
YES❑
NOX CANOPY
AT EAVE LINE ❑ BELOW EAVE ❑ PROJECTION:
CLEAR UNDER CANOPY BEAM:
ROOF PANEL: TYPE: _GAUGE, FINISH:
SOFFIT PANEL: TYPE: _GAUGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
YES[-]
NOX PARTITION WALLS
WALL PANEL: TYPE: _GAUGE, FINISH:
TRIM PAINTED:
YES❑
NOX WAINSCOT
WALL PANEL: TYPE: _GAUGE, FINISH:
BASE TRIM PAINTED: JAMB TRIM PAINTED:
TRANSITION TRIM PAINTED:
YES❑
NOX FASCIA
PROD: TOP OF FASCIA HEIGHT:
FACE PANEL, TYPE: _GAUGE, FINISH:
CAP TRIM PAINTED:
BACK PANEL, TYPE: _GAUGE, FINISH:
BASE TRIM PAINTED:
❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM:
SOFFIT PANEL, TYPE: _GAUGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED: _
❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER
SOFFIT TRIM:
YES❑
NOX PARAPET
❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET
TOP OF PARAPET HEIGHT:
BACK PANEL, TYPE: GAUGE, FINISH:
YES❑ NOX CRANES (SEE CRANE PLAN FOR ADDITIONAL INFORMATION)
YES[-] NOX MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL INFORMATION)
THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE
METAL 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 PROFESSIONAL
ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY
THE METAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE
PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.
7.GLOSSARY OF ABBREVIATIONS:
A.B. = ANCHOR BOLTS 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
PEMB = PRE-ENGINEERED METAL BUILDING MANUFACTURER
?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS
nu�ora
BUILD/ND SYSTEMS
A DIVISION OF NUCOR CORPORATION
MBMA
M E M B E R
ACCREDITED'
Metal Buldny Systems
AC 472
BUILDING LOADS
DESIGN CODE: IBC 18
ROOF LIVE LOAD: 20.00 PSF MBMA OCC. CLASS: II
LIVE LOAD REDUCIBLE No
GROUND SNOW LOAD: 50.0 PSF SNOW EXP. FACTOR, Ce:1.0000
SNOW IMPORTANCE FACTOR, Is: 1.00
100 YEAR RAINFALL INTENSITY (IN/HR): 4,00 _
WIND: 115 / 89 MPH ELEVATION: 4,500 FT
(Vult) / (Vasd)
C & C PRESSURES (PSF): 27 / -36
EXPOSURE: C
UL 90 NO
Classic Roof-Const. No.161 ;Classic Roof w/ Translucent Panel-Const. No.167
CFR Roof-Const. No.552 ; CFR Roof w/ Translucent Panel-Const. No.590 ;
Composite CFR Roof-Const. No.552A ; VR16 II Roof-Const. No.332 .
SEISMIC INFORMATION Ss:0.365 S1:0.143
Design Sds/Sd1: 0.367 / 0.221 Site Class: D
Seismic Imp. Factor: 1.00 Seismic Design Category: D
Analysis Procedure: Equivalent Lateral Force Method
Basic SFRS: Ordinary Steel Moment Frames dt
Ordinary Steel Conc. - Braced Frames
NOTES:
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 500 POUNDS (USING THE WEB MOUNT DETAIL)
OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), 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.
3) Pm IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR
THE CONTRACT SPECIFIED SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE, Pm, IS ONLY
APPLIED IN COMBINATION WITH THE DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER
LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE.
BUILDING
ROOF DEAD (PSF): 3.00 ROOF SNOW Pm (PSF): 20.00
PRI. COL. (PSF): 1.00 WIND ENCLOSURE: Closed
SEC. COL PSF: 1.00 GC is'/-0.18
SNOW Ct: 1.00 SEISMIC R: 3.25
SNOW Cs: 1.00 SEISMIC Cs: 0.113
ROOF SNOW Ps (PSF): 35.00 BASE SHEAR AEL 7.71
ERECTION MANUALS REQUIRED
(ERECTION MANUALS ARE SHIPPED IN A WAREHOUSE PACKING CRATE)
❑ CFR ROOF ❑ H9700 OR ❑ H8260 ❑ SINGLE CURB (H9850)
0 CLASSIC ROOF 0 H9420 OR ❑ H8201 ❑ DOUBLE CURB (H9800)
IEIVR16 II H9925
TRADEMARK 1998, NUCOR BUILDING SYSTEMS
DRAWING INDEX
COVERSHEET C1, C2, C3
ANCHOR BOLT DRAWINGS F1, F2
COLUMN BASE REACTIONS F2
STRUCTURAL/SHEETING DRAWINGS E1 - E7
DETAILS
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STRUCTURAL OBSERVATIONS, TESTS, AND INSPECTION:
1) WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED AS PER IBC 1704.6, OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT ENGINEERING AGENCY EMPLOYED BY THE
ARCHITECT OR OWNER.
2) THE SPECIAL INSPECTORS DUTIES ARE AS DESCRIBED IN SPECIAL INSPECTION. THE SPECIAL INSPECTORS DUTIES ARE AS DESCRIBED IN IBC 1704.3 AND IBC 1705 "
3) ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT. x
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4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION OF WORK.„5
5) PORTIONS OF WORK REQUIRING SPECIAL INSPECTION: QQo"
AGENCY RESPONSIBLE FOR INSPECTION AND TESTING TO BE NAMED BY OWNER LATER.
YES NO N/A
A. STRUCTURAL STEEL: ` �` ^ n
1. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE)................................................................................................................................ El El RE ■ N
2. SAMPLING AND TESTING OF SPECIMENS........................................................................................................................................................................................ ❑ 0 El
B. WELDING:
1. ALL STRUCTURAL WELDING (INCLUDES DECKING AND WELDED STUDS), EXCEPT WELDING IN APPROVED SHOPS PER IBC 1704.2.2....................................... ■ El ❑
2. ULTRASONIC TESTING OF FULL PENETRATION WELD CONNECTIONS AT MOMENT FRAMES, BRACED FRAMES, BEAM SPLICES, AND FIELD WELDS . .................... ❑ ■ ❑ 13 ,1" •• ;
3. STRUCTURAL LIGHT GAGE METAL FRAME WELDING......................................................................................................................................................................... ❑ ❑ �� � W F
C. BOLTING: _ ;' R 8
1. HIGH STRENGTH BOLT A325SC AND A490SC (PRETENSION VERIFICATION)......................................................................................................................................... ■ E] E]2. HIGH STRENGTH BOLT A325N AND A490X (PER COVER SHEET NOTES)....................................................................................................................................... ■ El El3. EXPANSION/ADHESIVE ANCHORS IN CONCRETE OR MASONRY...................................................................................................................................................... ■ ❑ ❑
FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS
INDICATE THAT SINGLE -STORY BUILDINGS SHALL HAVE "NO
DRIFT LIMIT" PROVIDED THAT INTERIOR WALLS, PARTITIONS,
CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN
DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS.
INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL
SYSTEMS NOT PROVIDED BY THE METAL BUILDING
MANUFACTURER SHALL BE DESIGNED AND DETAILED BY
OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS.
SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL
BUILDING MANUFACTURER.
ACCESSORIES (DOORS, WINDOWS, ETC.) NOT PROVIDED BY
THE METAL BUILDING MANUFACTURER MUST BE DESIGNED AS
"COMPONENTS AND CLADDING" IN ACCORDANCE WITH THE
SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING
CODE DISPLAYED ON THE COVER PAGE OF THIS DRAWING
PACKET.
FRAMED OPENINGS HAVE BEEN DESIGNED TO SUPPORT WIND
LOAD NORMAL TO THE WALL BASED ON THE STANDARD
BUILDING CODE CRITERIA. FRAMED OPENINGS HAVE NOT
BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY
FORCES FROM THE DOOR. ANY CHANGE TO THE
INFORMATION SHOWN HERE WILL REQUIRE AN ENGINEERING
INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT.
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See Weld Standard sheet
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Runway End
SPECIAL DETAILS
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TvD Stiffener Detail Section A -A
Structural Column
2FR _FWS�47
W PS4
21`R FWS4 FG-5 FWS4
Pipe or Tube Column
Tube Bracket
Structural Details
See Weld Standard sheet
for WPS description
FWD$ - FILLET WELD, BOTH SIDES
FILLET LEG
3 316" FWD$
OR �
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FILLET LEG FVJR$ $
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4 14" � OR � $
s 516"
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6
ANCHOR BOLT PLAN
NOTE M Bow Plota O IW-W (U.K)
C,
Low Eaw
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ANCHOR BOLT SUMMARY
Dia Proj
Oty Locate (in) Type (in)
028 Endwall 3/4" F1554 3.00
024 From 3/4" F7554 3.00
ANCHOR BOLT PLAN
N
O
C-)
O
a
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GENERAL NOTES
1. THE SPECIFIED ANCHOR ROD DIAMETER
m
ASSUMES F1554 GRADE 55 UNLESS NOTED
r
OTHERWISE. ANCHOR ROD MATERIAL OF
<
m
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 EMBED-
N
MENT LENGTH SHALL BE DETERMINED BY
m e a
THE FOUNDATION DESIGN ENGINEER.
B p = 5
2. METAL BUILDING MANUFACTURER IS NOT
Q_- ps
jN OD �q
RESPONSIBLE FOR PROJECT FOUNDATION
r &
DESIGN. THE FOUNDATION DESIGN IS THE
g m
RESPONSIBILITY OF A REGISTERED
PROFESSIONAL ENGINEER, FAMILIAR WITH
' n A 4
LOCAL SITE CONDITIONS.
3. ANCHOR RODS, NUTS, FLAT WASHERS FOR
RODS, EXPANSION BOLTS,
3 r"' $�;
� S �
ANCHOR AND
r ;R �
CONCRETE/MASONRY EMBEDMENT PLATES
ARE NOT BY METAL BUILDING MANUFACTURER.
4. THE ANCHOR ROD LOCATIONS PROVIDED BY
METAL BUILDING MANUFACTURER SATISFY
PERTINENT REQUIREMENTS FOR THE DESIGN
OF THE MATERIALS SUPPLIED BY THE METAL
BUILDING MANUFACTURER. IT IS THE
RESPONSIBILITY OF THE FOUNDATION
ENGINEER TO MAKE CERTAIN THAT SUFFICIENT
EDGE DISTANCE IS PROVIDED FOR ALL
ANCHOR RODS IN THE DETAILS OF THE
FOUNDATION DESIGN.
C)
5. DRAWINGS ARE NOT TO SCALE.
Z
SEE DETAILS FOR COLUMN ORIENTATION.
Z
6. THE ANCHOR ROD PLAN INDICATES WHERE
W
0
THE ANCHOR RODS ARE TO BE PLACED AS
0
WELL AS THE FOOTPRINT OF THE METAL
2
(�
BUILDING. IT IS ESSENTIAL THAT THESE
w (D
W
ANCHOR ROD PATTERNS BE FOLLOWED. IF
Of
Z
oIf
THESE SETTINGS DIFFER FROM THE
W co
W
w
ARCHITECTURAL FOUNDATION PLANS, THE
U) X
J
METAL BUILDING MANUFACTURER MUST BE
z W
W Orf
W
CONTACTED IMMEDIATELY - BEFORE
W
CONCRETE IS PLACED.
0� Z
Cf)
7. "SINGLE" CEE COLUMNS SHALL BE
0 O
W U
~
Lo
Lo
ORIENTED WITH THE 'TOES" TOWARD THE
w M
a
co
LOW EAVE UNLESS NOTED OTHERWISE.
z W
w X
m
8. ALL DIMENSIONS ARE OUT TO OUT OF STEEL.
w 6j
o H W
r-
IF CONCRETE NOTCH IS REQUIRED THEN THE
W
a ~
J
z N
REQUIRED DIMENSION SHOULD BE ADDED TO
OBTAIN THE OUT TO OUT OF CONTRETE
DIMENSIONS.
9. FINISHED FLOOR ELEVATION = 100'-0"
BOTTOM OF BASE PLATE = 100'-0"
UNLESS NOTED OTHERWISE.
w
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N
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1 -4
DETAIL A Base EL. 102'-0"
_ _
OHO
9�
.4 010
13„
00 010
1'
5711
See Plan
DETAIL B Base EL. 102'-0"
Dia= 3 4
-T-
010
o I 3„
010
3 1/2"
-I I1 I-
1 1/2"' 1 1/2" 8
See Plan
DETAIL C
-T-
oo
010
o
0 1 3"
010
3 1/2"
-1-
1 1/2 A 1/2" 8„
See Plan
DETAIL D
FRAME LINES: 2 3 4
Q
r COLUMN LINE
H H
fv IV
RIGID FRAME: ANCHOR Bass t Blase mx=
Frm Col Anc._Bolt Base -Plate (in Elev.
Line Line Oty Diu Width Length Lick (in)
2* A 4 0.750 8.000 12.63 0.375 0.0
2* E 4 0.750 8.000 12.56 0.375 0.0
2* Frame lines: 2 3 4
ENDWALL COLUMN:
ANCHOR Ban eI BASE PLA7e6
Frm
Col
Anc._Bolt
Base -Plate (in
Elev.
Line
Line
Qty Dia
Width Length
hick
(in)
1
A
4 0.750
8.000 8.250
0.375
24.0
1
B
4 0.750
8.000 8.250
0.375
24.0
1
D
4 0.750
8.000 8.250
0.375
24.0
1
E
4 0.750
8.000 8.250
0.375
24.0
5
E
4 0.750
8.000 8.250
0.375
24.0
5
C
4 0.750
8.000 8.250
0.375
24.0
5
A
4 0.750
8.000 8.250
0.375
24.0
GENERAL NOTES 1 ALL LOADING
CONDITIONS EXAMINED. MINIMUM HORIZONTAL
)) NI REACTIONSAND THECORRESPONDINGVERTICAL (V) OR HORIZON AL(H) REAAC IONS HAREREPORTED.L (V)
2. REACTIONS ARE PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING THE
APPROPRIATE LOAD FACTORS AND COMBINATIONS TO BE USED WTIH EITHER WORKING STRESS OR ULTIMATE
STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION.
3. FOR ASCE7-10 AND LATER BASED BUILDING CODES, THE UNFACTORED LOAD CASE REACTIONS DUE TO WIND
ARE GENERATED USING THE ULTIMATE DESIGN WIND SPEED (Vult).
4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS.
S. BRACE WITH THE
HORIZONTAL REACTION (H) ACTING AWAY
FROM THE BRACED BAY AND THE VERTICAL REACTION (V) DOWNWARD.
* RIGID FRAME LOAD CASE ABBREVIATIONS:
Wind_L1/Wind_Rl: LATERAL WIND FROM THE LEFT/RIGHT, CASE 1
Wind_L2/Wind_R2: LATERAL WIND FROM THE LEFT/RIGHT, CASE 2
Wind_Ln1/Wind_Ln2: LONGITUDINAL WIND, CASE 1 2
Seismic_L Seismic_R: LATERAL SEISMIC LOAD FR M LEFT/RIGHT
LWIND _L E/LWIND#_R//E: LONGITUDINAL WIND EDGE ZONES
FNUN SL_L F#UNB_SL_R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT
F PAT_LL #fF PAT_SL #: PARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS
** ENDWALL COLUMN LOAD CASE ABBREVIATIONS: ******
Collat: COLLATERAL LOAD
Rafter Wind_L/Rafter Wind_R: LATERAL WIND FROM THE LEFT/RIGHT
Brace Wind_L/Brace Wind_R: LATERAL WIND FROM THE LEFT/RIGHT
Wind_P/Wind_S: LONGITUDINAL WIND PRESSURE SUCTION ON COLUMNS
Wind_Ln: LONGITUDINAL WIND SUCTION ON ROO
Seis_L/Seis-R: LATERAL SEISMIC LOAD FROM LEFT/RIGHT
E UNB_SL_L/E UNB_SL_R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT
E PAT_LL #/E PAT_SL #: PARTIAL LIVE/SNOW LOADING FOR CONTINUOUS BEAM SYSTEMS
COLUMN
ANCHOR BOLT
TYPICAL COLUMN BASE PLATE DETAIL
COLUMN
FINISH
FLOOR
o:
8
ANCHOR BOLT
TYPICAL COLUMN BASE PLATE DETAIL
RIGID FRAME:
Bim omom REAG71oNs (k )
Frame Column -----Dead-----Collateral-
----- Live ---------
Snow-----Wind_Leftl-
-Wind_Rightl-
Line Line Horiz
Vert
Horiz Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
2* A 0.9
2.6
0.2 0.6
4.7
11.4
8.2
20.0
-7.1
-9.5
1.2
-8.2
2* E -0.9
2.4
-0.2 0.6
-4.7
11.3
-8.2
19.7
-3.2
-3.8
8.8
-12.8
Frame Column--Wind-Left2-
-Wind_R%t2-
--Wind-Longl-
--Wind-Long2-
-Seismic-Left
Seismic -Right
Line Line Horiz
Vert
Horiz Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
2* A -6.9
-5.1
1.0 -3.9
0.0
-6.6
-1.9
-10.7
-2.3
-1.9
2.3
1.9
2* E -3.5
0.5
9.1 -8.4
0.2
-6.7
1.4
-10.3
-2.8
1.9
2.8
-1.9
Frame Column -MIN -SNOW --
Line Line Horiz Vert
2* A 4.7 11.4
2* E -4.7 11.3
2* Frame lines: 2 3 4
ENDWALL COLUMN:
mw mum rElonoHs (k )
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Frm
Col
Dead
Collat
Live
Snow
Left1
Rightl
Left2
Right2
Press
Suct
Longl
Long2
Line
Line
Vert
Vert
Vert
Vert
Vert
Vert
Vert
Vert
Horz
Harz
Vert
Vert
1
A
0.4
0.1
1.2
2.2
-1.0
-1.5
-0.6
-1.1
-1.3
1.4
-0.7
-1.4
1
B
1.1
0.2
4.5
8.0
-3.2
-5.5
-1.4
-3.7
-2.7
2.9
-3.2
-5.5
1
D
1.0
0.2
4.5
8.0
-3.2
-5.5
-1.5
-3.8
-2.4
2.6
-3.2
-5.5
1
E
0.4
0.1
1.2
2.1
-0.7
-1.4
-0.2
-0.8
-1.0
1.1
-0.9
-1.5
Seis
Seis
Frm
Col
Left
Right
-MIN_SN0W--EIPAT_SL_1-
E1PAT_SL-2-
E1PAT_SL-3- E1PAT_SL-4-
Line
Line
Vert
Vert
Harz
Vert
Harz Vert
Horz
Vert
Horz Vert Harz
Vert
1
A
0.0
-0.1
0.0
1.2
0.0 1.4
0.0
0.0
0.0
1.0 0.0
-0.3
1
B
0.0
0.0
0.0
4.6
0.0 1.7
0.0
-0.2
0.0
4.2 0.0
2.3
1
D
0.0
0.0
0.0
4.6
0.0 -0.2
0.0
1.7
0.0
2.3 0.0
4.2
1
E
0.1
0.0
0.0
1.2
0.0 0.0
0.0
1.4
0.0
-0.3 0.0
1.0
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Wind
Frm
Col
Dead
Collot
Live
Snow
Leftl
Rightl
Left2
Right2
Press
Suct
Longl
Long2
Line
Line
Vert
Vert
Vert
Vert
Vert
Vert
Vert
Vert
Horz
Harz
Vert
Vert
5
E
0.6
0.1
2.3
3.9
-2.6
-1.5
-1.7
-0.5
-1.6
1.8
-1.7
-2.8
5
C
1.6
0.4
7.0
12.3
-8.7
-5.0
-6.0
-2.3
-3.5
3.8
-5.0
-8.5
5
A
0.7
0.1
2.3
4.0
-2.6
-1.6
-1.8
-0.9
-2.1
2.3
-1.5
-2.6
Seis
Seis
Frm
Col
Left
Right
-MIN_SNOW--
E2PAT_SL_1- E2PAT_SL_2-
Line
Line
Vert
Vert
Harz
Vert
Harz Vert
Horz
Vert
5
E
0.0
0.1
0.0
2.3
0.0 2.3
0.0
-0.3
5
C
0.0
-0.1
0.0
7.0
0.0 3.1
0.0
3.1
5
A
0.0
0.0
0.0
2.2
0.0 -0.3
0.0
2.3
BUILDING BRACING REACTIONS
t Reactions k) Panel Shear
-Wall - Col -Wind - - ismic- (Ib]ft)
Loc Line Line Hors Vert Horz Vert Wind Seis Note
F_SW E 2,3 3.7 2.5 4.0 2.6
R_EW 5 E,C 2.9 1.9 1.2 0.8
B_SW A 3.2 4.0 3.4 4.1 3.4
(i)Brocing in roof to rigid frame
FOUNDATION DESIGN NOTES:
1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT
COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON THE ANCHOR BOLT
DRAWING. PLEASE REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES
SHOWN ON THE ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN DURING LAYOUT
OF COLUMN AND ANCHOR BOLT LOCATIONS.
2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO
PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY
OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED
PER THE MBS DESIGN SPECIFICATIONS.
A
2"
CUR. OPENING 1-1 VARIES:
21„_3j„
(USE BOLT1/2S PER ICO UMN) ION
GIRT DEPTH + 2"
SECTION A
(RECOMMENDED)
TYPICAL OVERHEAD DOOR
FRAMED OPENING
Xv
ii
M
II
a 0
0 I! H
UOf W
J
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W m W w
W X _J
Z W LU
W Of W
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4
PURLIN
LAP
C—A DC1-1 C—A
90'-O" our-ro-our of STEEL
DC1-1 C—F DC1-1 C—A
P-1 T
P-2 T
P-3 T
RF1-2
P-4 T
c �
ER-1
�6
RF1-2
RF1-2 ER-4
.'I C
RF1-3
ER-2
RF1-3
RF1-3 ER-3
Y-0'
ROOF FRAMING PLAN
Y-0'
TNyh Eon
I
J
W
0
J
MEMBER TABLE
ROOF PLAN
MARK
PART
I LENGTH
P-1
95ZO67
305.750
P-2
95ZO67
325.000
P-3
95ZO67
325.000
P-4
95ZO67
305.750
E-1
95EO60
269.625
E-2
95EO60
269.750
E-3
95EO60
269.625
E-4
95HE060
269.625
E-5
95HE060
269.750
E-6
95HE060
269.625
CB-5
RD05-
308.000
CB-6
RD05-
314.000
CB-7
RD05-
298.000
N
0
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5 O
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N 8 Z 9 941
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W
Z
ROOF FRAMING PLAN
12�
Lo
Cf)
w
Low Eon ROOF
GENERAL NOTES
z W
Q =
z m
w co
co
EETG
W
P/W 26
1. PLACE TAGGED END OF RAFTERS TOWARDS THE LOW EAVE.
w
o
'oW ��J�
�N
dv
oumo T�
2. STD. ROD/CABLE SIZES PER PART PREFIX ARE:
a
o
ROD CABLE
RD05- = 5/8" ROD CA02- = 1/4" CABLE
RD06- = 3/4" ROD CA03- = 3/8" CABLE
RD07- = 7/8" ROD CA04- = 1/2" CABLE
RD08- = 1" ROD
RD09- = 1 1/8" ROD
RD10- = 1 1/4" ROD
3. PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH
A307 AND A325 BOLTS. REFER TO THE DETAILS
FOR SPECIFIC USAGE REQUIREMENTS.
-
w
4. THIS DRAWING IS NOT TO SCALE.
-
-2- -
WE
a3o_ oEdo
O
'Sa _`vr m�ram�m
r
W
_ t572
ciEm
SPLICE PLATE
& BOLT TABLE
Qty
Mark
Top
Bat Int
Type
Dia Length
Width
Thick
Length
Sp-1
4
4 0
A325
0.750 3.00
8"
5/8"
2'-11 3/4"
SP-2
4
4 0
A325
0.625 2.25
5"
3/8
1 —10 4
SP-3
6
6 0
A325
0.750 3.00
8"
5/8"
2'-5 3 4"
4'-7"
4
m
N
,38A(2) \
MEMBER
TABLE
Web De th
Web
Plate
Outside
Flange
Inside
Flange
Mark
W
x Thk x Len th
W
x
Thk x Length
Start End
Thick
Length
RF1-1
12.0 28.0
0.135
206.7
5
x 1 4 x 241.0
5
x
3/8" x
207.3
28.0/28.0
0.220
34.3
8
x 3/8" x 36.1
RF1-2
28.0/16.0
0.135
105.5
5
x 5/16" x 105.5
5
x
5/16" x
103.9
16.0/16.0
0.135
287.6
5
x 3/8' x 287.6
5
x
1/4' x
287.6
RF1-3
16.0/22.0
0.135
112.7
5
x 5/16" x 110.8
5
x
5/16" x
112.8
RF1-4
26.0/26.0
0.220
25.9
8
x 3/8" x 34.1
5
x
5/16" x
171.3
26.0 12.0
0.135
170.7
5
x 1 4" x 194.4
4
RIGID FRAME ELEVATION: FRAME LINE 2 3 4
7 1/4-
--I I-
1 "'it
gN
m
CONNECTION PLATES
❑ ID I Mark Part
1 1 FBL&N01
GENERAL NOTES
1. ';:Z;7 INDICATES FLANGE BRACING LOCATIONS. (1) = ONE SIDE; (2) = TWO SIDES.
2. IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN EXPANDABLE RIGID FRAME,
THE OPPOSITE SIDE FLANGE BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF
FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED,
FOR THIS FUTURE CONDITION.
3. 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.
4. INTERIOR COLUMN METAL TAG IS ORIENTED TOWARD THE LOW EAVE OF THE BUILDING.
C
U
ON � i�
U
Z
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J
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W Co W w
U) X J
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w Of W
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a w Q m wCO
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w� ua'-, off W
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I
a
0
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I
90'-0" our -TO -our of STEEL
18 E-1 I vs L4 E-2 I E-2 I E-3 le
n DH-1
um-1
n
G-7
G-9
DS-2
I
G-10
G-9 0
DS-2
o
G-10
G-11
21
G-8
G-6
G-11
a
_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
H T I I H
EC-4 RF1-4 RF1-4 RF1-4 EC-5
GIRT 1'-31
LAPS 1'-3'
SIDEWALL FRAMING: FRAME LINE E
I T T I
on8 4 5 lrl9l
------------------------------------------------
1
1 1
,
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0,
n
0)
n
Of
n
0,
n
n
Of
n
0)
n
0)
n
0,
n
0)
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01
n
0,
n
0
n
m
n
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0,
n
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n
01
n
0)
n
0
n
0,
n
3
SIDEWALL SHEETING & TRIM: FRAME LINE E
PANELS: 28 Go. CW - Fox Gray SP
TRIM
FRAME
TABLE
LINE E
OID
PART
LENGTH
DETAIL
1
OCA01
242.000
TRIM_?
2
MFB01
121.000
TRIM_?
3
BSC01
122.000
TRIM_722
4
SET01
121.000
TRIM_850
5
CTA03
121.000
TRIM_850
6
H4000
5.000
7
ERA01
8.060
8
RCA01
9.250
9
RCA02
9.250
10
CCA121
121.000
TRIM_19
11
JTA087
87.000
TRIM_99
12
CCA121
Use Drop
TRIM_19
14
HTA080
80.000
TRIM_99
15
STA076
1 76.000
TRIM 99
MEMBER TABLE
FRAME LINE E
MARK
PART
LENGTH
DJ-3
J08C060
103.000
DH-1
J08CO60
72.000
DS-2
J08C060
72.000
E-1
95EO60
269.625
E-2
95EO60
269.750
E-3
95EO60
269.625
G-7
08ZO54
284.750
G-8
08ZO54
300.000
G-9
08ZO54
111.000
G-10
08ZO54
111.000
G-1 1
08ZO54
284.750
CB-3
RD05—
333.000
CONNECTION PLATES
FRAME LINE E
❑ID MARK PART
1 1 JCE01
2 GCC03
SIDEWALL FRAMING PLAN
GENERAL NOTES
STD. ROD/CABLE SIZES PER PART PREFIX ARE:
ROD CABLE
RD05- = 5/8" ROD CA02- = 1/4" CABLE
RD06- = 3/4" ROD CA03- = 3/8" CABLE
RD07- = 7/8" ROD CA04- = 1/2" CABLE
RD08- = 1" ROD
RD09- = 1 1/8" ROD
RD10- = 1 1/4" ROD
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
N
0
U
O � i�
WE
a O
O
UOf w
J
Z O
W m W w
U) X J
Z w Lu
w IY W
� 0
Z U —
0 CD
�
a w Q m wCO
Z X m
welf 6j 0H W
'oW —j �N
w
a3o_ oEdo 0
W
- avEm�o,d `m
ciEm
90'—O" our—ro-our of srm
10 -4 1 @ I Q
G-8
G-1 1
G-7
-
Lil
G-1 1
IE
G-7
G-8
XG-
G-11
Llj
� c
U
(E9
— — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — 3 -0" —
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I 7 C F,
EC-7 RF1-1 RF1-1 RF1-1 EC-1
15'-6" 4'-0" 3'-0"
GIRT
LAPS
1' 3 1t "
1-3 1-3
SIDEWALL FRAMING: FRAME LINE A
tt .
1 -3
I
I
I
I
I
g
o
g
0
0
------------------------------------------------
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
1
1 1
1
1
s
1 1
L3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Ga. CW — Fox Dray SP
TRIM
FRAME
TABLE
LINE A
OID
PART
LENGTH
DETAIL
1
OCA01
242.000
TRIM_?
2
MFB01
121.000
TRIM_?
3
BSC01
122.000
TRIM_722
4
HEA02
242.000
TRIM-6
5
H4000
5.000
6
CCA121
121.000
TRIM_19
10
CCA121
Use Drop
TRIM_19
11
JTA087
87.000
TRIM_99
12
CCE052
52.000
TRIM_19
13
HTA080
80.000
TRIM_99
14
STA076
76.000
TRIM_99
MEMBER TABLE
FRAME LINE A
MARK
PART
LENGTH
DJ-1
J08CO60
66.000
DS-1
J08CO60
48.000
E-4
95HE060
269.625
E-5
95HE060
269.750
E-6
95HE060
269.625
G-7
08ZO54
284.750
G-8
08ZO54
300.000
G-1 1
08ZO54
284.750
CB-4
RD05—
361.000
CONNECTION PLATES
FRAME LINE A
❑ I D I MARK PART
1 1 GCC03
SIDEWALL FRAMING PLAN
GENERAL NOTES
STD. ROD/CABLE SIZES PER PART PREFIX ARE:
ROD CABLE
RD05— = 5/8" ROD CA02— = 1/4" CABLE
RD06— = 3/4" ROD CA03— = 3/8" CABLE
RD07— = 7/8" ROD CA04— = 1/2" CABLE
RD08— = 1" ROD
RD09— = 1 1/8" ROD
RD10— = 1 1/4" ROD
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
N
0
U
O � i�
WE
i
a p
U J
Z O
W m W w
U) X J
Z w Lu
w IY W
� 0
Z U —
0 CD
�
a w Q m w
Z w �_ X m
w� 6j off W
'oW Jof �N
a _ D
N
M
N
M
N
N
A
E
48'-0^ our -TO -our OF STEEL
o
g
U
U
B D
14'-0" 20'-0" 14'-0"
1 "�
o
MAR01
0
—
— ER- 1
a
— — L6 Fg
c
c
n
— — ER-2
— I
m
c
a
— _
t
U
_v
C
-1 JB_1 — —
m
0
N
JB-2 I I
L9 M
2 G-3
1'-6"
G-1 • • G-1 L 1'-6"
—
N
{I[�
i
r3&
a
�
ca �� a
L6 , _ _
G-1 N o •
t
8
Im
m8
ra "ad
QiTiinm
I N
111
,��MR!
2 —7
c — 2 7 — — — — — — C 11 — — — — —I
EC-1
EC-2 EC-3 EC-4
J.
4'-6"
4'-0" 5'-6" "I�'-Q� 16'-0" �'-Q�
ENDWALL FRAMING: FRAME LINE 1
4
4 Q 4
1"�
U
12
z
CONNECTION PLATES
a
O
— — —
FRAME LINE 1
O o
—
— — _
❑ID MARK PART
U) �
0 0 — — —
1 GCC03
z Of
IU
J
In 0 �
2 JCS01
LLl
LLI
r
w
O_ M N
m
J
w
N �
Z W
w
1
W Of
�NN
W
2
so
LO
O O
L L z
c)
cn
N
N
NCD
M o o 2
N N N N N N
cliZQ
ENDWALL FRAMING PLAN
w
a of
LC)
m
r° °0
GENERAL NOTES
F �' W
_ m
u X
w
w� 61
o� Lu
1. STD. ROD/CABLE SIZES PER PART PREFIX ARE:
0 Lu
U _j of
s
ROD CABLE
a
o
7
RD05- = 5/8" ROD CA02- = 1/4" CABLE
s a
RD06- = 3/4" ROD CA03- = 3/8" CABLE
s
RD07- = 7/8" ROD CA04- = 1/2" CABLE
RD08- = 1" ROD
s — — —
RD09- = 1 1/8" ROD
---------
RD10- = 1 1/4"ROD
ENDWALL SHEETING & TRIM: FRAME LINE 1
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
PANELS 26 Go. CW - Fox GM SP
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
-
w
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
= _ - _
aa��o��=
�
4. THIS DRAWING IS NOT TO SCALE.
=
ti
a3o_ oEdo
0
a_
W
_ El
ciEm
BOLT TABLE
FRAME LINE 1
LOCATION
UAN
TYPE
DIA
LENGTH
ER-1/ER-2
4
A325
1/2"
2
Columns Raf
4
A325
1
2"
2"
TRIM TABLE
FRAME LINE 1
OID
PART
LENGTH
DETAIL
1
OCA01
242.000
2
MFB01
121.000
TRIM_?
3
BSC01
122.000
TRIM_722
4
RTA01
121.000
TRIM-2
5
RTA02
242.000
TRIM-2
6
CCA121
121.000
TRIM_19
7
JTA087
87.000
TRIM_99
8
CCA121
Use Drop
TRIM_19
9
CCE052
52.000
TRIM_19
10
HTA080
80.000
TRIM_99
11
STA076
76.000
TRIM_99
12
CCA145
145.000
TRIM_19
13
JTA145
145.000
TRIM_98
14
CCA193
193.000
TRIM_19
15
HTA196
196.000
TRIM_98
MEMBER TABLE
FRAME LINE 1
MARK
PART
LENGTH
EC-1
W8x10
209.375
EC-2
W8x10
196.688
EC-3
W8x 10
176.688
EC-4
W8x10
164.063
ER-1
W8x10
223.313
ER-2
W8x10
353.563
DJ-1
J08C060
66.000
DJ-2
J08C060
144.000
DS-1
J08C060
48.000
G-1
08Z054
139.000
G-2
08Z054
14.500
G-3
08C060
227.000
JB-1
J08C060
46.250
JB-2
J08C060
30.250
FLANGE BRACE TABLE
FRAME LINE 1
DID
SIDES
MARK
CLIP
1
1
FBC30
FBL&N01
N N
M M
N N
E A
4a'-o^our-TO-our OF STEEL o g
U U
c
24'-0" 24'-0"
U
121"
w >
MAR01 ERI4 — — — — — o
a
_ o
_ — — m
ER-3 — — 4'-9 9/16" o
I C
L O
- U
uTlLl < m
s 9 16" G-g
3'-8 7/16" g N o
& x -
G-5 G-6 iL1sna
oHg��
O N N w3
G-4 G-4
=I"ed siTiinm
,g2 -�-
4ma
= aW
�ag-
- — — — — — — — — — — — CONNECTION PLATES
FRAME LINE 5
LI— — — — — — — — — — — — — i — — — — I� DID MARK PART
EC-5 EC-6 EC-7 1 GCC03
ENDWALL FRAMING: FRAME LINE 5
I I I
Q1"
12 U
4 5 Z
_ Z
0
Oo
U J
z Of w F
w m w w
G7 X J
Z w Lu
*0 100 0 0 0 Z ~
0 O p 10 N Lq
N �p Of N N O CD10 Ur Q
z Lo to T phi Lq N N N N N N N N " ENDWALL FRAMING PLAN a M a~? m
Zam
GENERAL NOTES Z 0' w w �_ Lu
X m
1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: d Lu U
ROD CABLE
RD05— = 5/8" ROD CA02— = 1/4" CABLE
RD06— = 3/4" ROD CA03— = 3/8" CABLE
RD07— = 7/8" ROD CA04— = 1/2" CABLE
RD08— = 1" ROD
s RD09— = 1 1/8" ROD
— — — — — — RD10— = 1 1/4" ROD
ENDWALL SHEETING & TRIM: FRAME LINE 5 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
PANELS 28 Go. CW - Fox GM SP INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL - w
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. _
�eo�aa n-41-
4. THIS DRAWING IS NOT TO SCALE. = ti
a3o_ oEdo 0
W
a'v Em��d'�^t
=
Em
BOLT TABLE
FRAME LINE 5
LOCATION
UAN
TYPE
DIA
LENGTH
ER-3/ER-4
4
A325
1/2"
2
Columns Raf
4
A325
1
2"
2"
TRIM TABLE
FRAME LINE 5
OID
PART
LENGTH
DETAIL
1
OCA01
242.000
2
MFB01
121.000
TRIM_?
3
BSC01
122.000
TRIM_722
4
RTA01
121.000
TRIM-2
5
RTA02
242.000
TRIM 2
MEMBER TABLE
FRAME LINE 5
MARK
PART
LENGTH
EC-5
W8x10
160.000
EC-6
W8x10
182.688
EC-7
W8x10
205.375
ER-3
W12x14
225.563
ER-4
W12x14
350.938
G-4
08Z060
259.000
G-5
08Z067
259.000
G-6
08Z054
259.000
CB-1
RD05-
329.000
CB-2
RD05-
318.000
FLANGE BRACE TABLE
FRAME LINE 5
DID
SIDES
MARK
CLIP
1
1
FBC30
FBL&N01
Q 1'
12
---------
-
r--
__--0-0-0-0-=
LqT ur�
C)
o
I
6 M
� - 0
1
z r 3 2
CD
Nl
0
1
;o
0 0
0 0
0
1
LO
�
1
$
Ir
r r-
�
00 0000
00
s
1�
1
r-
I�
i
I
8
-----
8
8 ------
1
----J
_1X
Panel Start/Finish
ENDWALL LINER SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. CL — Polar White SP
(As Viewed From Inside Of Building)
5'
L-------------
c
T
--------------
ENDWALL LINER SHEETING & TRIM: FRAME
PANELS: 26 Ga. CL — Polar White SP
(As Viewed From Inside Of Building)
LINE 5 9
TRIM
FRAME
TABLE
LINE 1 E 5 A
OID
PART
LENGTH
DETAIL
1
HTD194
194.000
TRIM-23
2
HTD194
194.000
TRIM-26
3
FSA04
121.000
TRIM-26
4
HTD096
96.000
TRIM_23
5
HTD096
96.000
TRIM_27
6
HTD096
96.000
TRIM-32
7
HTD121
121.000
TRIM-32
8
HTD194
194.000
TRIM-32
9
MAR02
242.000
TRIM_38
10
HTD096
96.000
TRIM_29
11
HTD121
121.000
TRIM_29
12
CTA02
121.000
TRIM-40
13
HTD121
121.000
TRIM-44
14
HTD096
96.000
TRIM-28
15
HTD121
1 121.000
1 TRIM 48
r-
5
r
5
4
4
4 4
1
14
8
8
8O
8
8
8
SIDEWALL LINER SHEETING & TRIM: FRAME LINE E
PANELS: 26 Ga. CL — Polar White SP
(As Viewed From Inside Of Building)
11
SIDEWALL LINER SHEETING & TRIM: FRAME
PANELS: 26 Ga. CL — Polar White SP
(As Viewed From Inside Of Building)
Panel Start/Finish��
LINE A
GENERAL NOTES:
1. FIELD WORK OF THE LINER PANELS AT THE
FLANGE BRACE LOCATIONS MAY BE REQUIRED.
21:4441161=[611112p,
THE ERECTION OF THE LINER PANEL MUST BE COORDINATED
PROPERLY WITH THE BRACING AND BRACE STRUTS TO ENSURE
PROPER FIT -UP. IT IS THE ERECTOR'S RESPONSIBILITY TO
ENSURE THAT THE STRUCTURE IS ADEQUATELY BRACED DURING
THE ERECTION PROCESS. TEMPORARY REMOVAL OF BRACING
AND BRACE STRUTS IS ACCEPTABLE FOR LINER PANEL
ERECTION, PROVIDED ADEQUATE TEMPORARY BRACING IS USED.
1060 FASTENERS
4T 30" O.C.
AXIMUM BETWEEN
UPPORTS)
;IRT
TYPICAL)
.INER
'ANEL
3ASE
FASTENER CHART
+STITCH FASTENER
H1060
STRUCTURAL FASTENER
H1040 AT "CLASSIC" WALL
STRUCTURAL FASTENER
H1040 AT "REVERSE
CLASSIC" H1040 AT
ACCENT" WALL
NBS LINER PANEL ERECTION NOTES
s (PANELS 36" NET LAY)
U
oi � ;
Xv
..
i
a0 0 O_
H
U J
Of W
Z 0If F
W op W w
(/) X J
Z W LU
W Of W
� 0
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Lo w LL0
a W Q m wCO
Z w�X m�
wa'
� u-, off W
'oW —�Jo N
_ w
a3o_ oEdo O
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- a'v E. `m
ciEm
RAKE ANGLE (L.L.V.)
MK. MAR01
FASTENER MK. H1020
AT EACH SUPPORT PURLIN
I
RAFTER
ERECTOR NOTE:
CLIP IS SHOP WELDED
IN PLACE.
WELDED CLIP ® ENDWALL RAFTER
USE (4) 1/2" x 1 1/4" A307
BOLTS H0500 / NUTS H04DO A7
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
CLIP
SHOP WELDED
TO JAMB
OPENIN
N
LINE I 1 .I
2 3 4" or LANNEL DOOR JAMB
3 5/8" FLANGE
JAMB TO FINISHED FLOOR
--ATTACHMENT TO SLAB BY OTHERS- E9
BOLTS REQUIRED AS SHOWN,
MK. ESWO1 (2) \—EW RAFTER/CAP PLATE
SHOP -WELDED SHELF
EAVE STRUT TO ENDWALL RAFTER
USE (4) 1/2" x 2" A325 BOLTS H0603 / NUTS H0300
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS 18
HOT —ROLLED
BUILor T UP (4) 1/2"0 X 2" BOLTS — TYP.
- RAFTER A325 BOLTS H0603 / NUTS H0300
rL OF 4"
RAFTER
A 1 1/2"
HOT -ROLLED or BUILT-UP
ENDWALL COLUMN
SECTION A
ENDWALL COLUMN TO RAFTER
HOT -ROLLED or BUILT-UP COLUMN to RAFTER
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS B3
CAIr11\/AI 1
2uf-
SEE BOLT TABLE ON
ENDWALL FRAMING DRAWING
FOR BOLT SIZE AND QTY.
CLIP COLUMN
SHOPWELDED
UMNED
TO
4"
z
luj
J U
0L<
3 4" 6 1/2" 6 1/ 2" 3 4"
GIRT ANGLE MK. MAG02
W/(2) H1020
INSET GIRT AT INTERIOR BAY COLUMN
USE (4) 1/2" x 1 1/4" A307
BOLTS H0500 / NUTS H0400 ^ A
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS C4
PU
PURLIN LAP PURLIN LAP
SEE PLAN SEE PLAN
�UV
�vv
RAFTER
SHOP WELDED
CLIP
ENDWALL RAFTER SPLICE PURLIN TO INTERIOR FRAME RAFTER
BUILT-UP OR HOT -ROLLED RAFTER c USE (8) 1/2" x 1 1/4" A307
0 BOLTS
m H05REFERENCEOERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS G2
NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS F9
im
Rnl TC RCn'n nnuV AC CWOWKI
SEC. "A"
ROOF
LINE
SECTION "A"
CAP PLATE/
RAFTER
HIGH EAVE VERTICAL EAVE STRUT
USE (4) 1/2" x 2" A325 BOLT H0603/NUT H0300
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS 117
S I D EWALL
W W
2 1
MK. GCCO3
SHOP N N
WELDED
COLUMN CLIP
_FI 1 VAR IESI
1'-4" 1 6 1
GIRT ANGLE MK. MAG02
W/(3) H1020
.1 4"
VARIES
� o
U
o
.�
/2" 3 4" ao
r
0 0
00
ENDWALL
U O
m
INSET ENDWALL GIRTS AT CORNER
USE (4) 1/2" x 1 1/4" A307
BOLTS H0500 / NUTS H0400 D4
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN
HEAD BOLT H0510/NUT H0400 MUST BE USED TO ATTACH THE
FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST
BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED
REFERENCE THE STANDARD "LAPPED GIRT DETAIL" FOR MORE
INFORMATION.
COLUMN
SHOP
WELDED CLIP
GIRT
GIRT TO COLUMN
USE (7) 1/2" x 1 1/4" A307
BOLTS H0500 / NUTS H0400 H n
L REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
2A@�
x
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jS r-
8 A
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Ev
I
PA
a 0
00
af U J
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W m W w
X J
Z w Lu
w IY w
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Co-0 CD
w D-' LLLI L j
a w Q CO w
Z
welf 6j off W n�
'oW Jo N
a _ o'
_
w
O
_ =m
3r -
4F
"' v3o- oEt=
0
Q
Em
BOLTS
CAP PLATEI
SHOP WELDED SHELF
LOW EAVE EAVE STRUT AT BYPASS GIRTS
N USE (4) 1/2" x 2" A325 BOLTS H0603 / NUTS H0300 J n
L REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
ERECTOR NOTES:
—IF THE T—CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT BOLTS, THE
NESTED GIRT BOLTS CAN BE REMOVED.
—PRE—DRILL HOLES AT NESTED ZEE GIRTS AND DOUBLE CEE GIRTS AS REQUIRED.
4 1/4" <I-- _-j ,ZEE GIRT
4 1/4"
SHOP -
WELDED
CLIP JAMB EXTENSION
(IF REQ'D)
MK. JB-
SCREWS H1020� I WELDED
4 1/4" I ` LICEE GIRT
SHOP
WELDED
CLIP
6) TEK 3
CREWS H1020
FRAMED
OPENING
DOOR JAMB TO GIRT
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS L9
ROI TC RFf1'Tl 0WI Y GC CHOWN
S2C84 12 CEE .075 MIN. 9 2 S 4 a" CLIP
ROOF 12" 1 s 11 4 e" SHOP WELDED
LINE CLIP VARIES HOLDBACK TO JAMB
DIMENSION � �
VASHER
N01 (2)
U U
• • CLEAR OPENING
DOOR JAMB
SECTION "A"
• m
C
O
1 TU
® O
H C y
S__84 GIRT (0 a
r
TYPY
AP PLATE/ 3 4" TO � OF FIRST SET OF HOLES 3 4' GIRT 00 0
NFTER 0
LENGTH OF FIELD CUT GIRT < m
HIGH EAVE VERTICAL EAVE STRUT
USE (4) 1/2" x 2" A325 BOLTS H0603 / NUTS H0300 REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS J 8
EAVE STRI
2 1/4
T—CLIP
MK. JCE__
w/ (6) SCRE
MK. H1020
IITiTi7111111II\i
JAMB TO EAVE STRUT
USE (2) 1/2" ALIGN /4""REWS A307WITH HOLES IN u BOLTS H 500 /NUTS H0400
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS L4
IFRFCTOR NOTE:
PRE -DRILL HOLES ® NESTED ZEE GIRTS
& DOUBLE CEE GIRTS IF REQUIRED.
TEK 3 l GIRT
SCREWS H1020 �✓
CLIP
SHOP WELDED
DOOR JAMB
DOOR JAMB TO GIRT
L8
UNPUNCHED SHORT GIRT DETAIL
FIELD CUT TO LENGTH AND FASTEN KZ
WITH (3) H1020 AT EACH END
LEFT HAND DETAIL SHOWN,
RIGHT HAND OPPOSITE
A
A'srErlEas SECTION "A"
1:
JAMB TO GIRT CONNECTION L5
GIRT TO JAMB
USE (2) 1/2" x 1 1/4" A307
BOLTS H0500 / NUTS H0400 K3
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
ff_�7
CUP
MK.f JCS_
a (4) 12-24 x 1 1/2"
L TEK 5 / H1070
L
�(2) 1/2"o x 1 1/2• A307
BOLTS H0500/NUTS H04M
(HAND TIGHTEN I I t
& BURR THREADS) p 8" & 12"
JAMB
r i SECTION A —A
0
c�
JAMB TO RAFTER CONNECTION
JAMB AT FLUSH OR INSET POST &BEAM ENDWALL L 6
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
RAEV
x
Q���tyYj�p"ea�
jN Z$�qL
8 �gm
�f�m
UR
Ev
ii
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a O
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X J
Z w Lu
w tY
0
Z U —
0 CD
C LLo w L
a w Q m w
Z
wcl� 6j off W
�u~J of zCV
a _ o'
JAf,
CLIP SHOP WELDED
S
</ FF<
JAMB
H1020 FASTENER
(12" O.C.)
GIRT ----- —
GIRT
ROD
DIAMETER
MARK
NUMBER
HILLSIDE
WASHERS
FLAT
WASHERS
A307/A325
NUTS
COUPLING
NUTS
5/8" 0
RD05-_
(2) H0930
(2) H0210
(2) H0310
H0810
3/4" 0
RD06--
(2) H0930
(2) H0220
(2) H0320
H0820
7/8" 0
RD07-_
(2) H0930
(2) H0230
(2) H0325
H0830
1" 0
1 RD08--
(2) H0960
(2) H0240
(2) H0330
H0840
1 1/8" 0
RD09--
(2) H0960
(2) H0250
(2) H0450
H0850
1 1/4" 0
RD10-_
(2) H0960
(2) H0260
(2) H0340
H0860
LINE I e HEADER WRAP
MK. HW___
WEB OF
COLUMN OR
JAMB RAFTER
COUPLING NUT
HEADER/SILL H1020 FASTENER (QUANTITY VARIES)
HEADERZSILL TO JAMB
USE (2) 1/2" x 1 1/4" A307 BOLTS H0500 / NUTS H0400 M 3
REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS
FBN01 W/
PURUN (2) H0603 BOLTS
3'-6" (2) H0300 NUTS
(2) H0200 WASHERS
I I I I I I I I I I I I I I I I I I I I I I I
AL
I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I
II II I II II II II II I� I II
FBLO1 N
H0603
RAFTER FLANGE BRACE
MARK FB
NOTE:
1/2"0 X 2" A325 BOLTS ARE REQ'D
FOR BOLTING FLANGE BRACES.
H0603 BOLT TYP INSTALL FBNO1 PRIOR TO INSTALLING
O H0300 NUT UNDERSIDE FABRIC, VAPOR BARRIER
H0200 WASHERS OR LINER.
TYP FLANGE BRACE ® PURLIN & RAFTER
Q
WITH THE USE OF "BASKET -TYPE" INSULATION
NOTES: SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
tKtC:l UK NU I t: 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. (REFER TO THE GIRT DETAILS ON THE
ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP
ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW.
LLT
O
0
U
11
OPTIONAL CLIP
COLUMN
CONNECTION
I CEE II
GIRT z STANDARD CLIP
_1 CONNECTION
J
Ii
GIRT
U) CLIP
ZEE GIRT ORIENTATION ClE GIRT ORIENTATION
STANDARD GIRT ORIENTATION DETAIL
NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE
ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS.
(12" O.C.)
SECTION
N „A„
HEADER WRAP DETAIL
16
COLUMNS 10
H0603 BOLT C
H0300 NUT
H0200 WASH
FLANGE BRACE
MK.FB
((ot
2) HHC
(z) H0200
SEE PLANS AND ELEVATIONS
FOR BRACING MARK NUMBERS
ROD ASSEMBLY
MK. RD---
HILLSIDE WASHER,
FLAT WASHER,
AND NUT
\\ I
ROD BRACE °
WEB TO WEB
Q3
LING UNDERSIDE I IN
_INER PANEL.
NOTE:
1/2"0 X 2- A325 BOLTS ARE REWD
FOR BOLTING RANGE BRACES.
FIFB06L0103Li US
(1)
H
WALL GIRT
TYP FLANGE BRACE AT BUILT—UP COLUMN & GIRT
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
FIELD CUT AND FLATTEN PANEL RIB IF INTERFERENCE WITH FLANGE
BRACE OCCURS.
STD. 1/2" A307 BOLTS
MK. H0500
(NO WASHERS REQUIRED
OUTSIDE FLANGE - T _ii,�
GIRT LAP BOLTS NOT
1
SHOWN FOR CLARITY.
e 1
REFERENCE THE STD.
LAPPED GIRT DETAIL
SECOND LAPPED
FOR THOSE
GIRT
REQUIREMENTS.
BOLTED OR
THIN HEAD 1/2" BOLT
WELDED GIRT
MK. H0510 **
CLIP
(NO WASHER REQUIRED)
FIRST LAPPED GIRT
STD. 1/2" A307
NUTS MK. H0400
LAPPED GIRT DETAIL
O LAPPED GIRTS 0 INTERIOR BAY COLUMNS
U ** THE THIN 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
FLANGE BRACE MARK FB_
CF COLUMN —
I FBN01 W
(2) H0603 BOLTS
(2 H0300 NUTS
H 200 WASHERS
'ED FROM BOTTOM
2'-5 1/4" or
3'-5 1/4"
DE
NOTE:
1/2 .0
X 2" A325 BOLTS ME REQ'D
FOR BOLTING RANGE BRACES.
BLO1 W/ (1)
0603 BOLT
WALL GIRT
TYP FLANGE BRACE 0 COLD —FORMED COLUMN & GIRT
SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
FIELD CUT AND FLATTEN PANEL RIB IF INTERFERENCE WITH FLANGE
BRACE CLIP OCCURS.
FBC_
~L INDICATES LENGTH OF FLANGE
BRACE IN INCHES
BLANK LENGTH
FBH— COUNTER (1-999)
SPECIAL LENGTH FLANGE BRACE
FBE__ COUNTER (01-07) FBJ— COUNTER (1-999)
COPED FLANGE BRACE SPECIAL LENGTH COPED FLANGE BRACE
FBF— COUNTER (1-999) FBK_
3" X 3" 1/4" BRACE ANGLE ~L INDICATES LENGTH OF FLANGE
BRACE IN INCHES
FLANGE BRACE MARK NUMBERS
NAG0003
1 1/2" MIN.
SLOT; ji 2 1/2"(mAx. WIDTH)
1 1/2" MIN.
(MAX. LENGTH) GIRT
SECTION 'A'
GIRT (SHOWN)
JAMB (SIMILAR)
ROD OR CABLE BRACING,
SEE STRUCTURAL ELEVATIONS
FOR SIZE AND LOCATIONS
GUIDELINES FOR FIELD SLOTTING SECONDARY
o WEBS AT INSET/FLUSH CONDITIONS
FIELD SLOT
U
x
Q=��tyYj�p�ea�
jN Z$�qL
8 �gm
Y' a
D-
00
Z
W co
(n X
Z W
ui Orf
~I]f Z
0c
�} W
Z �
E3 W
a
Ev
ii
II
__J �l
W
W
� 0
(nuj
-
of Lo
Q co
J of ? N
� o �
TYPICAL FIELD WELD
COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE
REQUIREMENTS ERECTOR NOTE:
UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING,
n
.n
UNLESS NOTED OTHERWISE ON DRAWINGS
HVAC EQUIPMENT, CEILINGS, ETC. ARE SUSPENDED FROM ROOF MEMBERS,
CONSULT ENGINEER OF RECORD IF THESE CONCENTRATED LOADS EXCEED 500
IMPORTANT ERECTOR N 0 T E
N
N
POUNDS (USING THE WEB MOUNT DETAIL) OR 200 POUNDS (USING THE FLANGE
.
MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE
ALL FIELD WELDING MUST BE PERFORMED BY AWS/CWB CERTIFIED WELDERS
THAN OTHERS.
WHO ARE QUALIFIED FOR THE WELDING PROCESSES AND POSITIONS INDICATED.
PLEASE REFER TO THE SHEETING ERECTION MANUALS FOR
j
c
c
ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE WITH THE
PURLIN FLANGE
APPLICABLE AWS/CWB SPECIFICATIONS.
PURLIN STIFFENING LIP
FURTHER ASSEMBLY INSTRUCTIONS
WELD ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS
PURLIN WEB
MUST BE 70 KSI/483 MPO MATERIAL AND LOW HYDROGEN CONTENT.
GENERAL RESTRICTION:
GALVANIZED STEEL FIELD WELDING
UNDER NO CIRCUMSTANCES CAN THE PURLIN STIFFENING LIP
ONLINE VIDEO AND MANUALS ARE ALSO AVAILABLE
y
RECOMMENDATIONS
BE FIELD MODIFIED FROM THE FACTORY SUPPLIED CONDITION.
ALSO DO NOT HANG ANYTHING FROM PURLIN STIFFENING LIP.
.
8
PREPARATION OF WELD AREA
PRIOR TO STARTING THE SHEETING PLEASE VISIT:
a
AWS D-19.0, WELDING ZINC COATED STEEL, CALLS FOR WELDS TO BE
m
c
MADE ON STEEL THAT IS FREE OF ZINC IN THE AREA TO BE WELDED. FOR
GALVANIZED STRUCTURAL COMPONENTS, THE ZINC COATING SHOULD BE
OPTIONS FOR SUPPORT ATTACHMENTS
https://www. n u c o r b u i I d i n g systems. com/resou rc e s/ m a n u a l s/
OPTION A OPTION B
REMOVED AT LEAST ONE TO FOUR INCHES (2.5-10 cm) FROM EITHER SIDE
(200 LBS MAX) (500 LBS MAXI
¢
°'
OF THE INTENDED WELD ZONE AND ON BOTH SIDES OF THE WORKPIECE.
DRILL SUPPORT SUPPORT ANGLE OR SOME
GRINDING BACK THE ZINC COATING IS THE PREFERRED AND MOST COMMON
THROUGH THE OTHER TYPE OF
METHOD; BURNING THE ZINC AWAY OR PUSHING BACK THE MOLTEN ZINC
BOTTOM FLANGE OF BRACKET. (NOT BY NBS)
FROM THE WELD AREA ARE ALSO EFFECTIVE.
TOUCH-UP OF WELD AREA
THE PURLIN. PURL NR WEB.ROUGH
SUP
INSTALLATION INSTRUCTIONS SEAMING MANUALSmea?
o s
WELDING ON GALVANIZED SURFACES DESTROYS THE ZINC COATING ON
AND AROUND THE WELD AREA. RESTORATION OF THE AREA WILL BE
1/2"o MAXIMUM BOLT
(NOT BY MBS)
�n� m
_on 5^
§ 8 r8 8
PERFORMED 780, STANDARD PRACTICE FOR
ANGLE SUPPORT
IN ACCORDANCE WITH ASTM A
REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT -DIP GALVANIZED
(NOT BY MBS)
CFR Standing Seam Installation CFR Standing Seam
w3&�
COATINGS, WHICH SPECIFIES THE USE OF PAINTS CONTAINING ZINC DUST,
1" MAXIMUM FROM 1"1' 1" MAXIMUM FROM
W M
WEB TO CENTERLINE OF WEB TO CENTERLINE OF
ZINC -BASED SOLDERS OR SPRAYED ZINC. ALL TOUCHUP AND REPAIR
CFR Installation Videos SR2 Insulated Standing Seam
=�
METHODS ARE CAPABLE OF BUILDING A PROTECTIVE LAYER TO THE
SUPPORT SUPPORT
`
THICKNESS REQUIRED BY ASTM A 780.
SAFETY & HEALTH
Video de Instalacion de cubierto tipo VR16 II Vertical Rib
OR
3 +_ $W;
WHEN WELDING DIRECTLY ON GALVANIZED STEEL IS UNAVOIDABLE, OSHA
PERMISSIBLE EXPOSURE LIMITS (PELS) MAY BE EXCEEDED AND EVERY
OPTION C:
CIUSSIC Roof Installation
PRECAUTION, INCLUDING HIGH -VELOCITY CIRCULATING FANS WITH FILTERS,
200 LBS MAX
t1
AIR RESPIRATORS AND FUME -EXTRACTION SYSTEMS SUGGESTED BY AWS,
IF PURLIN FLANGE
VR16 II Vertical Rib Installation
SHOULD BE EMPLOYED. FUMES FROM WELDING GALVANIZED STEEL CAN
SUPPORT CLAMPS "X" = TOTAL PROJECTED
CONTAIN ZINC, IRON, AND LEAD. FUME COMPOSITION TYPICALLY DEPENDS
ARE USED. DISTANCE FROM THE
CENTERLINE OF THE
SPECS 8c OTHER GUIDES
HR3 Insulated Roof Installation
ON THE COMPOSITION OF THE MATERIALS USED, AS WELL AS THE HEAT
PURLIN WEB TO THE END
APPLIED BY THE PARTICULAR WELDING PROCESS. IN ANY EVENT, GOOD
OF THE END OF STIFFENER
VENTILATION MINIMIZES THE AMOUNT OF EXPOSURE TO FUMES.
LIP. (= 3 5/8" +/- 1/16")
SR2 Insulated Standing Seam Master Spec 13 34 19
PRIOR TO WELDING ON ANY METAL, CONSULT ANSI/ASC Z-49.1,
CAP 1" MAXIMUM NOTE:
SAFETY IN WELDING, CUTTING AND ALLIED PROCESSES, WHICH CONTAINS
ON THE PROTECTION OF PERSONNEL THE GENERAL
(NOT BY NBS) THE CENTERLINE OF THE SUPPORT
MUST BE WITHIN 1" FROM
Insulated Wall Sheeting NBS Specification Guide
INFORMATION AND
CENTERLINE OF THE PURLIN WEB.
U
AREA, VENTILATION AND FIRE PREVENTION.
z
INFORMATION COURTESY OF AMERICAN GALVANIZERS ASSOCIATION
CENTERLINE OF SUPPORT CENTERLINE OF PURLIN
PURLIN SUPPORT METHODS
Single Curb Installation Preventative Maintenance Manual
Double Curb Installation
a
00
=
Z
0
0
TYPICAL FIELD WELD REQUIREMENTS
o
NAA0040
m NBDO130
. 0
w
W
ILL
W
w
BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS
CO
X
J
W
WASHER WASHERS ARE REQUIRED ON BOLT/NUT ASSEMBLY
w Of
W
BOTH SIDES OF MATERIAL IF REQUIRED AT LAPPED
WASHER ZEE MEMBERS. (NO
O Z
U
SLOTS ARE USED ON BOTH
NUT SLOT SIDES (NOTE LAPPED ZEE WASHERS REQUIRED)
p CD
Q
MEMBER EXCEPTION). m
w �
�}
a Q of
LO
m
BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS
"A"
WASHER ONE WASHER REQUIRED ON SECTION
LU
SLOTTED SIDE ONLY.
3
g
NUT _ HOLE
LAPPED ZEE
BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS MEMBERS,
NO WASHERS ARE REQUIRED GIRTSPURLIS OR
GIRTS
WHEN SLOTS ARE NOT USED.
LAPPED NESTED REGION
NUT HOLE 1<
WASHER PART NUMBERS W
H0200 - 1/2" FLAT WASHER H0240 - 1" FLAT WASHER
H0210 - 5/8„ FLAT WASHER H0250 - 1 1/8;; FLAT WASHER
H0220 - 3/4 FLAT WASHER H0260 - 1 1/4 FLAT WASHER
H0230 - 7/8" FLAT WASHER
a-�_
=mrmod=ono
o
TYPICAL WASHER REQUIREMENTS ERECTOR NOTE NO WASHERS REQUIRED AT BOLTS USED IN
=6"a3o0H-v=`
O
(UNLESS NOTED OTHERWISE ON DRAWINGS) THE LAPPED REGIONS OF ZEE MEMBERS.
NAA0030 SECTION "B"
OEm
JT
0
0
a
CD
INSULATION
(BY OTHERS)
GIRT AT 7'-6" A.F.F.
H1040 EA. END
EXTERIOR
WALL PANEL
PANEL
SIC WALL" SHOWN)
FLOOR
DOOR TRIM ELEVATION
WALKDOOR
ERECTION DETAILS
USE ONLY WHERE STANDARD NUCOR DOORS ARE
REQUIRED. SEE COVERSHEET (SHEET Cl) FOR
STANDARD DOOR REQUIREMENTS.
LINER PANEL (IF REQ'D.) --\ LINER HEAD COVER
AT 8" GIRTS
3070 DOOR MK. HTB01
6070 DOOR MK. HTB02
AT 10" GIRTS
3070 DOOR MK. HTC01
6070 DOOR MK. HTCO2
AT 12" GIRTS
3070 DOOR MK. HTC11
6070 DOOR MK. HTC12
(FIELD CUT AS REQUIRED)
LINER CAP TRIM
ELEV.= MK. HTD121
(REQ'D. AT LINER ONLY)
7'-2" CAP TRIM MK. HTD121 AT
"ACCET" AND
HEAD TRIM PANELNJTD087 "ALASSIC"
L��
F
MK. HTA044 AT 3070 DOOR "REVERSE CLASSIC" PANEL.
MK. HTA080 AT 6070 DOOR (AT LINER ONLY)
DOOR JAMB
DOOR
JAMB COVER
MK. JTB01 AT 8" GIRTS
MK. JTC01 AT 10" GIRTS
MK. JTC12 AT 12" GIRTS
(REWD. AT LINER ONLY)
(FIELD CUT AS REQUIRED)
C (5) H1040
EQUALLY SPACED
HEAD TRIM DETAIL — SECTION B
GIRT (BELOW 7'-6" ELEV.)
SUBJAMB
DOOR JAMB
FACTORY SUPPLIED CLIP WITH
(4) SELF -DRILLING SCREWS
(PROVIDED IN HARDWARE KIT)
DOOR
GIRT TO SUBJAMB DETAIL
USE (2) 1/2" X 1 1/4" A307 BOLTS H0500/NUTS H0400
FIELD CUT GIRT TO LENGTH AS REQUIRED.
FIELD WORK HOLES IN GIRT TO ACCEPT CLIP AS REQUIRED.
REFERENCE STANDARD WASHER DETAIL FOR TYPICAL WASHER REQUIREMENTS
(3) SELF -DRILLING
BUILDING GIRT SCREWS (PROVIDED IN
AT 7'-6" ELEV. HARDWARE KIT)
DOOR HEADER
FACTORY INSTALLED ® .
CLIP - FACTORY
ATTACHED TO JAMB
(ADJUST AS REQ'D)
FACOTORY JAMB INSTALLED
L DOOR
SUBJAMB, FACTORY
INSTALLED ON DOOR
DOOR FRAME INSTALLATION AT TOP
STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED.
SUtlJAMtl (tS
(4) SELF -DRILLING
SCREWS (PROVIDED
IN HARDWARE KIT)
CLIP - FACTORY
ATTACHED TO JAMB
(ADJUST AS REQ'D)
(2) 1/2- 0
EXPANSION BOLTS
(PROVIDED IN
HARDWARE KIT)
DOOR FRAME INSTALLATION AT BASE
STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED.
ATTACH CLIP TO GIRT WITH (4) SELF -DRILLING SCREWS.
CAP TRIM MK. JTD087
AT "REVERSE CLASSIC"
PANEL (REQ'D. AT
LINER ONLY)
CAP TRIM MK. HTD121
AT AT ACCENT AND
"CLASSIC" PANEL
LINER (IF REQ'D.) (REQ'D. AT LINER ONLY)
JAMB COVER
MK. JTB01 AT 8" GIRTS
MK. JTC01 AT 10" GIRTS
MK. JTC12 AT 12" GIRTS
(REQ'D. AT LINER ONLY)
(FIELD CUT AS REQ'D)
SUBJAMB —DOOR JAMB
12" 12" 12"
fV fV N N (V fV
N 1 7" N N 7" N N 7" N
HIGH EAVE, RIDGE, & END LAP
N
N 9 1/2"
N
-1 9 1/2"
N
cl+ 9 1/2"
INTERMEDIATE PURLINS
N N
N M
N N
M N
N N
N M
N N
M N
N N
"I M
N N
I M I N
SEE THE CLASSIC ROOF
SIDE LAP FASTENER
SPACING DETAIL FOR SIDE
LAP FASTENER SPACING
END LAP -
IF REQUIRED
STRUCTURAL FASTENER
MK. H1030�
LOW EAVE
END OF PANEL
RIDGE OR
HIGH EAVE
PURLIN —
PURLIN
END LAP PURLIN
(IF END LAP IS REQUIRED)
\ EAVE MEMBER (VARIES), EAVE INTERMEDIATE
LOW EAVE STRUT SHOWN FOR REFERENCE PURLIN
CLASSIC ROOF STRUCTURAL FASTENER SPACING (STANDARD)
ROOF PANEL
EAVE MEMBER URLI
VARIES, EAVE
STRUT SHOWN
FIRST TWO LOW EAVE SPANS
(EACH SUPPORT AND 6" ON CENTER BETWEEN SUPPORTS)
EQUAL
EQUAL EQUAL
ROOF PANEL
URLI
SPANS > OR = TO 5'-0"
(EACH SUPPORT AND 1/3 POINTS BETWEEN SUPPORTS)
SEE DETAILS BELOW LEFT FOR SIDE LAP FASTENER
SPACING AT THE REMAINDER OF THE PANEL RUN
SIDE LAP FASTENERS (MK. H1050) AT EACH SUPPORT
AND 6" ON CENTER BETWEEN SUPPORTS
AT THE FIRST TWO LOW EAVE PURLIN SPANS-,,,-'
EQUAL* EQUAL*
j®
SECOND PURLIN
UPSLOPE FROM EAVE
FIRST PURLIN
UPSLOPE FROM EAVE
EAVE MEMBER (VARIES), EAVE
STRUT SHOWN FOR REFERENCE
3/32" x 1/2" TAPE
MASTIC MK. H3010
SPANS LESS THAN 5'-0"
NON-UL 90 EACH SUPPORT AND MIDPOINT BETWEEN SUPPORTS.
UL 90 EACH SUPPORT AND SPACED EQUALLY BETWEEN SIDE LAP MASTIC DETAIL
SUPPORTS. NOT TO EXCEED 20" (V-8"). (AT FULL LENGTH OF ALL SIDE LAPS)
CLASSIC ROOF SIDE LAP FASTENER SPACING (STANDARD)
DOOR STANDARD FASTENER
JAMB TRIM MK. JTA087 H1000 SELF (GOOF
SCREW SELF -DRILLING SC
INSULATION 42
AT "ACCENT" AND (GOOF SCREW) 12-14 x 1
(BY OTHERS) �7-14 x 1 t/a" TCP3 w/o WAS
"CLASSIC" WALL PANEL 14 WASHER []�
LONG LIFE FASTENER �I
EXTERIOR JAMB TRIM MK. JTDO87
WALL PANEL AT "REVERSE CLASSIC"
WALL PANEL
JAMB TRIM DETAIL — SECTION C
3/8" HEAD
----1/4-14 x 1 1/4"
W/0 WA
5/16"
3/16" THK
DRILLING CAP
11030 SELF -DRILLING S
12-14 x 1
TCP2 WITH WA
LONG LIFE FAST
5/16"
11035 SELF -DRILLING 9
12-14 x 1
TCP2 WITH WA
141 LONG LIFE FAST
5/16"
11040 SELF -DRILLING S
12-14 x 1
W TCP2
W/O WA
5/16"0 1
H 1041 SELF -DRILLING S(
12-14 x 1
TCP2 FLAT
WALKDOOR 4® WITH WA
5/1s"
SCHEDULE
I f{ j 070 SELF -DRILLING
12-24 x 1 1/2"
t W/o W
5/16"
1/2- THI
DRIWNG CAI
H 1045 SELF -DRILLING SCREW H 1 100 1/8" x
12-14 x 2" STAINLESS
TCP3 W/O WASHER BLIND POP
�5/16" HEAD
H 1047 SELF -DRILLING SCREW
12-14 x 2"
TCP3 FLAT TOP
WITH WASHER
5/16"0 HEAD
H1050 SELF -DRILLING SCREW
1/4-14 x 7/8" TCP1
WITH WASHER
LONG LIFE FASTENER
5/16" HEAD
H 1060 SELF -DRILLING SCREW
1/4-14 x 7/8" TCP1
W/0 WASHER
5/16" HEAD
H 1 061 SELF -DRILLING SCREW
1/4-14 x 7/8"
TCP1 FLAT TOP
WITH WASHER
ug-
5/16"0 HEAD
HEAD
5/16" H
H 1 1 1 0 3/8"0 STAINLE
GROMMET FASTEN
4
H 1 220 SELF -DRILLING SCR
12-14 x 1" TC
W/O WASH
Nom PHILLIPS HE
PRE -DRILL DIAMETEF
3/16"0 FOR: H1020, H1070
5/32"0 FOR: H1030, H1035,
H1040, H1041,
H1042, H1045,
H1047, H1220
1/8"0 FOR: H1050, H1060,
H1061
0
0
0
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THIS BUILDING IS DESIGNED, MANUFACTURED, AND DELIVERED
IN ACCORDANCE WITH MOST RECENT ADDITION OF THE
M.B.M.A. METAL BUILDING SYSTEMS MANUAL. CONSULT THE
INFORMATION IN THE "COMMON INDUSTRY PRACTICES" SECTION.
CHECK SHIPMENT AGAINST DELIVERY TICKETS DURING UNLOADING.
NOTE ANY DAMAGE OR DISCREPANCIES ON THE DELIVERY TICKETS BEFORE SIGNING AS RECEIVER.
METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR CARRIER DAMAGE OR DISCREPANCIES NOT NOTED ON
THE DELIVERY TICKETS.
THE CUSTOMER ASSUMES FULL RESPONSIBIUTY FOR THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY
THE TRUCKING COMPANY.
METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR ITEMS ACCEPTED IN QUESTIONABLE CONDITION.
UPON ACCEPTANCE OF SHIPMENT(S), THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND
HANDLING OF MATERIALS AS DESCRIBED IN METAL BUILDING SUPPLIER'S DOCUMENTATION.
METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR INJURY, DAMAGE, OR LOSS AS A RESULT OF
IMPROPER STORAGE AND/OR HANDLING.
ALL CLAIMS MUST BE FILED WITH METAL BUILDING SUPPLIER'S QUALITY SERVICES REPRESENTATIVE PRIOR TO
ANY FIELD MODIFICATIONS OR PURCHASES THAT MAY RESULT IN A CHARGE TO METAL BUILDING SUPPLIER.
WALL PANELS ARE ROLLED AND BANDED, WITH A COVER PANEL PLACED TOP AND BOTTOM.
PANEL BUNDLE WEIGHT CAN BE FOUND ON I.D. TAG AT LOW END OF EACH BUNDLE. MAXIMUM WEIGHT IS
4,300 POUNDS.
BUNDLES UP TO 25 FEET CAN BE HANDLED USING A FORKLIFT. FORKS MUST BE SPACED A MINIMUM OF
FIVE FEET APART.
BUNDLES OVER 25 FEET SHOULD BE HANDLED WITH A CRANE USING A SPREADER BAR AND NYLON SLINGS.
LIFTING SHOULD OCCUR AT CENTER OF GRAVITY.
LOCATE SLINGS AT 1/4 OF THE LENGTH OF THE PANEL FROM EACH END OF THE BUNDLE.
TRIM CRATES/BOXES ARE TO BE HANDLED THE SAME AS PANEL BUNDLES.
PANEL AND TRIM BUNDLES / CRATES SHOULD BE BLOCKED 12 INCHES ABOVE GRADE AND ELEVATE ONE
END TO ALLOW MOISTURE TO DRAIN. IF THE PANELS ARE WET, THE BUNDLES SHOULD BE OPENED AND
THEN THE PANELS SHOULD BE DRIED AND RE -STACKED TO PREVENT DAMAGE.
(LOOSELY COVER WITH WATERPROOF TARP TO ALLOW PROPER AIR CIRCULATION. INSPECT DAILY AND DRY IF
NECESSARY.
IACCESSORIES MUST BE KEPT DRY AND FREE OF CONTAMINATION. STORE INDOORS IF POSSIBLE.
IMPORTANT NOTE: THE FINISH ON THESE PANELS MAY NOT PERFORM AS INTENDED IF NOT ERECTED WITHIN
DAYS FROM RECEIPT AT THE JOB SITE. THE FINISH IS ALSO SUBJECT TO SEVERE DAMAGE IF MOISTURE,
DEBRIS, OR DUST IS ALLOWED TO GET BETWEEN THE PANELS; THEREFORE, PANELS MUST BE STORED
UNDER COVER WITH ONE END ELEVATED TO ALLOW FOR DRAINAGE AND PROTECTION AGAINST MOISTURE,
DUST, OR DEBRIS UNTIL ERECTED. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR NON -PERFORMING
PANELS IF NOT PROPERLY STORED AT THE JOBSITE. THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR
THE CONDITION OF THIS MATERIAL AFTER DELIVERY BY THE TRUCKING COMPANY.
ft7
—BI
IP
a -
83!
—
63
BUILDING & PANEL PREPARATION SQUARE
SQUARE
STEP 1: PLUMB AND SQUARE
THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL
PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND
SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A
TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL.
]>�
MAKE SURE THAT THE FOUNDATION AND BUILDING
STRUCTURE IS SQUARE, LEVEL, AND CORRECT TO THE
OUT -TO -OUT STEEL UNE DIMENSIONS.
SEE FIGURE "A"
FIGURE "A"
STEP 2: GIRT BLOCKING
BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING THE
WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT EAVE MEMBER
THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO
ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING TO THE FRAME
PROPER LENGTH AND INSTALL BETWEEN THE LINES OF
GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY
WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED.
NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE GIRT
SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE. IT IS
FOUNDATION
RECOMMENDED TO BLOCK AT LEAST TWO BAYS AND LEAP
FROG THE BLOCKING AS A BAY IS SHEETED. BLOCKING
BLOCKING (NOT BY
SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN
METAL BUILDING
SHEETED.
SUPPLIER)
SEE FIGURE "B"
FIGURE "B"
STEP 3: PRE -DRILL PANEL LAP
STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE
DRIL
GROUND IN PILES NOT EXCEEDING 10 PANELS. THEN PLACE
TOP
SMALL WOODEN BLOCKS UNDER SIDE LAPPING EDGE OF
STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND
POSITION WHILE DRILLING FASTENER HOLES. HOLD PANELS
TIGHTLY TOGETHER AT EACH END WITH CLAMPING PUARS.
CAREFULLY MARK POSITIONS FOR SIDELAP FASTENERS ON
TOP OF HIGH RIB. FASTENERS SHOULD BE LOCATED "ON
CENTER" OF HIGH RIB. DRILL HOLES FOR "STITCH" FASTENER
WOOD BLOCK
(USE #1,-7/32" - 15/64" DRILL -BR) ON TOP SHEET OF
S-0" PANEL COVERAGE
SIDELAP. BE SURE PANELS ARE WELL NESTED BEFORE DRIWNG.
L BR
LAP
SEE FIGURE "C" FIGURE "C"
PRE -DRILLED
TOP PANEL
I
FIELD CUTTING PANELS
WHEN FIELD CUTTING OR MITERING WALL PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR
TIN -SNIPS SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS
CAN DAMAGE THE MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS.
THE USE OF NON -APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY.
ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING
AND/OR CORROSION. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGE/DETERIORATION DUE TO USE
OF UNAPPROVED TOOLS.
FASTENER INSTALLATION
RECOMMENDED TOOL TYPES: SEE AL50 FASTENER SCHEDULE
4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS)
2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH
MANUAL OR ELECTRIC RIVET TOOL
DO NOT USE IMPACTING TOOLS
TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE
SIZE/CORD LENGTH.
16 GAGE WIRE, MAXIMUM CORD LENGTH = 100'
14 GAGE WIRE, MAXIMUM CORD LENGTH = 200,
12 GAGE WIRE, MAXIMUM CORD LENGTH = 300'
DRIVING TIPS:
SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTAWNG FASTENERS TO PREVENT FASTENER WOBBLE
COMPRESS THE INSULATION AT FASTENER LOCATON WITH ONE HAND WHILE DRMNG THE FASTENER WITH THE
OTHER. THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM ?WALKING?. DRIVE
FASTENERS PERPENDICULAR TO PANEL SURFACE.
EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK.
DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORRON.
1. PUT THE TOP OF THE FASTENER INTO THE NUT
DRIVER. NOTE: FOR PAINTED FASTENERS,
PLACE A SINGLE OR DOUBLED LAYER OF
PLASRC BETWEEN THE FASTENER HEAD AND
THE NUT DRIVER.
3. THE BASE OF THE NUT DRIVER SHOULD NOW
BE CONTACTING THE TOP OF THE HEAD OF THE
FASTENER WITH NO GAPS.
2. PLACE THE POINT OF THE FASTENER ONTO
A HARD SURFACE AND FIRMLY HIT THE TOP OF
THE NUT DRIVER 2-3 TIMES.
4. BAD SET VS. GOOD SET.
NO
GAP
PUSH NEXT TO
MAJOR RIB IN
FLAT OF PANEL
H1060 STITCH FASTENER
0 H1040 STRUCTURAL FASTENER
mimime
LAP
H1060 AT EACH
END AND AT 3W
O.C. MAX.
BETWEEN
SUPPORTS
BASE
MEMBER
FIGURE "E" WALL PANEL ERECTION DETAIL
SEQUENCE
INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL UNE AS SHOWN
IN THE CORNER DETAILS USING THE START/FINISH DIMENSION SHOWN ON THE PLAN. IT IS EXTREMELY IMPORTANT
THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE. USE A LEVEL OR A TRANSIT TO AID IN THIS PROCESS.
PLACE A 1/8" SHIM ON THE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM. ENSURE THAT THE
WEIGHT OF THE PANEL DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN. BASE TRIM SHOULD HAVE A SLIGHT
SLOPE TO ALLOW WATER TO RUN OUT AND NOT SIT ON BASE TRIM.
SEE FIGURE "D" - TO RIGHT
WHEN INSTALLING THE PANEL, APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANEL AND CAUSING OIL
CANNING.
SEE FIGURE "E" - ABOVE
RECOMMENDED PANEL FASTENING SEQUENCE IS SHOWN TO THE RIGHT. THIS PATTERN AIDS IN PLUMBING AS WELL AS
MAINTAINING PANEL COVERAGE / MODULARITY. SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE
BEST DETERMINED IN THE FIELD. DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE
INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL SEE BELOW FOR
PROPER ALIGNMENT AT SIDELAP. CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING
WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE A TIGHT SIDELAP. CONTINUE FOR THE REMAINDER OF
THE WALL, CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED. (TRIM SHOULD BE INSTALLED AROUND
OPENINGS PRIOR TO INSTALLING PANEL)
RECOMMENDED TIPS:
WALL PANELS CAN BE INSTALLED LEFT TO RIGHT OR RIGHT TO LEFT. IT IS RECOMMENDED TO INSTALL SHEETS
STARTING OPPOSITE THE PREVAILING VIEW / WIND SO THAT THE SIDELAP SEAM IS AWAY AND LESS NOTICEABLE.
PANEL ORIENTATION AND ALIGNMENT
NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL. PANELS
SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY / COVERAGE FOR THE
LENGTH OF THE WALL.
PANEL ERECTION
ABC - LONGSPAN III LAP LEG
CBC - R-PANEL
KBS - KIRBYRIB II
NBS - CLASSIC WALL
STEEL LINES �BEMNG LEG
MAY VARY TUCK PANEL TIGHT TO
THIS CORNER
ABC - ARCHITECTURAL V LAP LEG
CBC - A -PANEL
KBS - KIRBYWALL
NBS - ACCENT PANEL
STEEL UNE BEARING LEG
MAY VARY TUCK PANEL TIGHT TO
THIS CORNER
ABC -ARCHITECTURAL III
UP LEG
CBC - REVERSE R-PANEL
KBS - KIRBY REVERSED ROLL
NBS - REVERSE CLASSIC WALL
STEEL LINE BEAPoNG LEG
sy
�NG 11
DYRFO�Oy
BASE TRIM
(TRIM PROFILE VARIES PER PROJECT)
ATTACHMENT TO FOUNDATION IS NOT
BY METAL BUILDING SUPPLIER
SIDE LAP WITH STITCH
FASTENERS (SEE WALL
PANEL ERECTION DETAIL
FOR MARK NUMBER AND
SPACING)
EAVE FLASH NOT SHOWN FOR
CLARITY. (SEE ERECTION
DRAWING LOW EAVE DETAIL FOR
FASTENER REQUIREMENTS AND
PART NUMBERS)
STRUT
GIRT (SPACING
VARIES PER PROJECT)
GIRT BLOCKING AS
DESCRIBED IN BUILDING
AND PANEL PREPARATION
STEP 2 (NOT BY METAL
BUILDING SUPPLIER)
J�
CORRECT OVERBENT UNDERBENT
SHOWS GAP ® HIGH RIBS HOLDS WATER
NOTE: BASE TRIM PROFILES ARE MANUFACTURED WITH A 5' SLOPE TO PROMOTE WATER SHED.
ENSURE SLOPE IS PRESENT TO PREVENT HOLDING WATER. DO NOT ALLOW WEIGHT OF PANEL TO
OVERBEND TRIMCREATING LARGER GAP AT RIB OF PANEL
FIGURE "D"
BASE TRIM LAP SEALANT
AT BASE TRIM LAPS, APPLY A BEAD OF POLYURETHANE TUBE CAULK (H3152) TO ALL ADJOINING
SURFACES AND LAP 1". SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR PROJECT.
IF JOB HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE, ATTACH TO INSIDE OF WALL PANEL AT
BASE AND FASTEN THROUGH PANEL AND CLOSURE, INTO BASE TRIM. FASTENING PATTERN WILL VARY
PER WALL PANEL TYPE. REFER TO THE WALL PANEL ERECTION DETAIL FOR MORE FASTENING INFO.
USE SUPPLIED BASE CORNER PIECES OR FIELD MITRE BASE TRIM AT CORNERS.
INSULATION HINT: AT THE BASE, FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP
PREVENT WATER FROM WICKING.
R IS RECOMMENDED
THAT THE EXPOSED
EDGE OF THE TRIM
LAPS BE CAULKED IN
ORDER TO HELP
PREVENT RUSTING. FIELD NOTCH THE
BASE TRII
(NO FASTEN El
REQ'D AT LAF
POLYURETHAI
TUBE CAULK
(TYP)
"BACK" VERTICAL
LEG OF THE BASE
BASE TRIM 1" AT ALL
TRIM LAPS
TUBE CAULK —
(APPLY TO ALL
(4) ADJOINING
SURFACES)
WALL SHEETING GENERAL NOTES
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RIB IF NOT NOTED
z RIB PANEL FASTENER SPACING DETAIL)
FIELD CUT HIGH EAVE TRIM H1050 (12" O.C.)
AS REQ'D. H1050 2 1 4" TAPE MASTIC W MK. HEA_ OUTSIDE PANEL CLOSURE
O . > (H3400) WITH 3/4" TAPE
4" O.0
o ( ) (BETWEEN TRIM AND PANEL) MASTIC (H3000) TOP ANC
RAKE TRIM MK. H3020 o BOTTOM
O
0_ MK. RTA ROOF PANEL o "CLASSIC ROOF"
O
� 0" TO 3" 2"
J
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Z VERTICAL
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a MK. MAR01 (12-
SAVE STRUT PURLIN
H1060 0
(12" O.C.)
L� O_
O (12" O.C.) PURLIN H1030 FASTENER (SEE THE
CL CLASSIC ROOF STRUCTURAL
WALL PANEL OUTSIDE PANEL CLOSURE WALL PANEL---AFASTENER SPACING DETAIL)
( FOR SLOPES <\- 14:12 ** OUTSIDE PANEL CLOSURE
MK. H3400 0 'CLASSIC PANEL" MK. H3400 0 "CLASSIC PANEL"
MK. H3420 0 "ACCENT PANEL" MK. H3420 0 "ACCENT PANEL"
MK. H3410 0 REV. CLASSIC PANEL" MK. H3410 0 "REV CLASSIC PANEL"
SCULPTURED RAKE AT "CLASSIC" ROOF SCULPTURED EAVE DETAIL
SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS n WITH CLASSIC ROOF SHEETING
•_ - FOREFER TO 0
SLOPESMAS FORCOSUR
GREATERTHAN
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H1040 FASTENERS
AT 12" O.C.
ALTERNATE DETAIL
EXTERI
AS REQUIRED
NOTE: DOOR
FOR DOOR
RAIL BY
WALL
RAIL OTHERS
PANEL
GIRT
JAMB
DOOR OR
WINDOW OPENING
CAP TRIM MK. HTD__
H1040 FASTENERS
AT 12" O.C.
"CLASSIC" WALL LINER
"CLASSIC" LINER PANEL AT JAMB
SEE WALL SHEETING ERECTION NOTES FOR FASTENER LOCATIONS TRI M_23
GIRT
CAP TRIM MK. HTD__
H1040 FASTENERS
AT 12" O.C.
"CLASSIC" WALL LINER
"CLASSIC" LINER PANEL TERMINATION
TRIM_29
LINER PANEL
H1040 FASTENERS
AT 12" O.C.
CAP TRIM
HTD__
00
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vai vai
_INER MK.
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11040
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-ASTENERS
J 12" O.C.
M o
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M N
HEADER
O
LINER HEADER TRIM w f FLATSTOCK
AT OVERHEAD DOOR TRIM_2 6
NOTE 1
FILLER TRIM MK. MF901 (SHOWN) IS
"CLASSIC WALL"
NUREQUIRED WHERE START/FINISH
DIMENSION IS LESS THAN OR
EQUAL TO 3 1/2". SEE ELEVATIONS
H1060 12" O.C.
m
g GIRTS
c3+
z
a- NOTE 1
z z
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OUTSIDE CORNER
MK. OCA01
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SFINISHTART/DIMENSION �H1040 AT EACH SUPPORT
H1060 12" O.C.
SEE PI AN BETWEEN SUPPORTS
i rC RIB
OUTSIDE CORNER AT "CLASSIC" WALL
TRIM-7
LINER PANEL
H1040 FASTENERS
AT 12" O.C.
TRIM HTD__
CD
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w
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00
O
0 3
Y 0
J 0
3 3
LINER HEADER TRIM
AT WALKDOOR OR WINDOW OPENINGS TRIM_27
COVER TRIM
CCA_ AT8CEECCB_JUSEE AT 10" CEECCC_USE AT 12" CEECCD_USE AT 9 1/2" CEE)
CSIL_ USE AT 6 STRUCTURAL CEE
CSC_ USE AT 12" STRUCTURAL CEE)
CCD_(USE AT 9 1/2" STRUCTURAL CEE)
CCE_ jr AT 6" HEADER WRAP)
OCF_ AT 10" HEADER WRAP))
OCG_ USE AT 12" HEADER WRAP
CCH_ USE AT 9 1 2" HEADER WRAP
FOR LINER PANEL,
REFERENCE HEAD, SILL OR
JAMB DETAILS FOR TYPICAL
TRIM PARTS AND USE ATTACHMENT
ERECTOR NOTE:
IF LINER PANEL IS NOT
REQUIRED, ATTACH COVER
TRIM WITH H1040 12" O.0
CC__ TRIM
CS___ TRIM
COLD -FORMED CEE
(USE CCA__ CCB__, CCC_, OR CCD--- TRIMS)
STRUCTURAL CEE
(USE CSA_ , CSC_--, OR CCD_ TRIMS)
HEADER WRAP
USE CCE_ _ CCF_ _ CCG___ OR CCH___ TRIMS)
FRAMED OPENING COVER TRIM
SILL SHOWN, HEADER AND JAMBS SIMILAR TRIM_19
SILL CHANNEL
SILL TRIM MK. HTD__
H1040 FASTENERS
AT 12" O.C.
LINER PANEL
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SILL TRIM AT LINER PANEL o0
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BUILT UP COLUMN
(FLANGE EXTENDS PAST INSIDE FACE OF GIRT)
BUILT UP COLUMN
(FLANGE INSET TO INSIDE FACE OF GIRT)
BUILT UP COLUMN
(FLANGE EXTENDS PAST INSIDE FACE OF GIRT)
BUILT UP COLUMN OR RAFTER
(GIRT OR PURLIN BYPASSES FRAME)
SINGLE OR DOUBLE CEE COLUMN I SINGLE OR DOUBLE CEE COLUMN
SINGLE OR DOUBLE CEE COLUMN
(FLANGE EXTENDS PAST INSIDE FACE OF GIRT)
SINGLE CEE COLUMN
(GIRT BYPASSES FRAME)
BUILT UP COLUMN
(FLANGE FLUSH TO INSIDE FACE OF GIRT)
PARTS LEGEND
MAG01 GIRT
ANGLE WITH
(2) H1020
FASTENERS
MAG02 GIRT
ANGLE WITH
(2) H1020
FASTENERS
HTD--
H1040 EACH
SUPPORT, H1060
12" O.C. BETWEEII
SINGLE —DOUBLE 12" CEE COLUMN
(FLANGE EXTENDS PAST INSIDE FACE OF GIRT)
"CLASSIC" LINER TERMINATION DETAILS AT INTERMEDIATE COLUMNS
H1030 STRUCTUFL
FASTENERS. SEE
"CLASSIC ROOF
ERECTION NOTES"
DETAIL FOR SPACI
3/4" TAPE MASTIC
(MK. H3000)
AT ENDLAPS
DOWN
STANDARD "CLASSIC" ROOF LAP
TRIM_171
EXTERIOR
PANEL
FOUNDATION
WALL BY
OTHERS
LINER PANEL
—BASE ANGLE MK.
ERECTOR NOTE: WHEN FLANGE THICKNESS EXCEEDS 1/2% A 5/32"
PILOT HOLE IS REQUIRED AT RAKE ANGLE TO RAFTER ATTACHMENT.
ENDWALL VARIES CENTERLINE OF RAFTER
S.L.
MAR02 (S.L.V.
WHEN BASE CHANNEL
0
IS NOT UTILIZED.
o
z
-H1040 FASTENERS
m
a
AT 12" O.C.
POWDER —ACTUATED PIN,
CONCRETE NAIL, OR
EQUIVALENT AT 3'-0, O.0
(NOT INCLUDED)
LINER PANEL BASE
TRIM_38
STEEL LINE I (HOLD)
EAVE STRUT
SHOWN, MEMBER
VARIES. (REFERENCE THE
SECONDARY LOW EAVE
MEMBER OPTION DETAIL
FOR ALTERNATIVE MEMBERS)
H1020 FASTENERS
AT 60" O.C. —
EAVE ANGLE (S.L.V.)
MK. MAL01 AT 8", 9.5" OR 10" GIRTS
MK. MAL15 AT 12" GIRTS
CAP TRIM MK. HTD121
(ERECT PRIOR TO
LINER PANEL)
w ENDWALL RAFTER
a
0 RAKE ANGLE ----
a- MK. MAL01 (S.L.V.)
0
FASTENER MK.—
H1070 ® 60" O.C.
(SEE ERECTOR NOTE)
ENDWALL
GIRT
PURLIN
H1060 FASTENERS
AT 36" O.C.
:AP FLASH MK. CTA02
H1040 FASTENERS
AT 12" O.C.
LINER
I (HOLD) ILJI
LINER PANEL AT POST & BEAM ENDWALL
INSET GIRTS TRIM_40
SIDEWALL
STEEL LINE
EAVE STRUT
(1) H1040 FASTENER
H1020 FASTENERS L
AT EACH END OF CAP
AT 60" O.C.
TRIM
(1) H1040 FASTENER
-H104O FASTENERS
AT EACH END OF
AT 12" O.C.
THE CAP TRIM
EAVE ANGLE
MK. MAF01 ®< 1:12
AND 8", 9.5" or 10" GIRTS
MK. TXP-- ® > 1:12
— WALL LINER
OR 12" GIRTS
GIRT
(HOLD)
PURLIN
CAP TRIM
MK. HTD121
(ERECT PRIOR TO
LINER PANEL)
H1040 FASTENERS
AT 12" O.C.
WALL LINER
LINER PANEL ® LOW EAVE LINER PANEL AT HIGH EAVE
TRIM_32 IR 1.12 ROOF SLOPE TRIM_44 0 1.12 ROOF SLOPES TRIM_48
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SLIT
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FLAT OF
JAMB TRIM
PANEL SLIT
STEP 3
SLIT PANEL 2" AND
SLIDE ONTO HEAD
TRIM (SEE ABOVE)
STEP 3
GIRT B FASTENER KEY
STITCH FASTENER = H106_
"ACCENT PANEL" DOOR / WINDOW STRUCTURAL FASTENER = H104_
OPENING WITH COLD —FORM
- STRUCTURAL FASTENER = H1070
WITH HOT —ROLLED
JAMB TRIM
MK. JTA
STRUCTURAL FASTENER GIRT JAMB
12" O.C.
GIRT JAMB
DOOR / WINDOW
REVERSE "CLASSIC WALL" PANEL "CLASSIC WALL" OPENING
DOOR WINDOW
OPENING
STRUCTURAL FASTENER) JAMB TRIM
12" O.C. MK. JTA
STRUCTURAL FASTENER JAMB TRIM
12" O.C. MK. JTD
NOTE: FIELD TRIM LEG JAMB TRIM
AS REQUIRED STEP 2
ALTERNATE DETAIL 1
NOTE: FIELD CUT PANELS AS REQUIRED
WALL PANEL
TRIM OVERHANG
CAULK FROM EDGE OF
TRIM TO FIRST MAJOR RIB
MK. H3152
STEP 4
WA
HEAD TRIM. MK. HTA_
STEP 1 HI
JAMB TRIM
MK. JT
STEP 2
4 DOOR FRAMED OPENING TRIM DETAIL
c FOR WALLTYPES
LEFTALL HANDTANDARD SHOWN, RIGHTPANEL HAND SIMILAR TRIM 98
END CLOSURE DETAIL OUTSIDE CORNER TRIM INSIDE CORNER TRIM
END CLOSURE MK. H4220 MK. H4200 MK. H4210
(POLAR WHITE). APPLY
TUBE CAULK (H3152) ALL
AROUND AND INSERT INTO
END OF BSC01 TRIM AT
FRAMED OPENINGS, ,-
WALKDOORS, AND _
EXISTING BUILDINGS.
ERECTOR NOTE:
UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE TO
BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM.
INSIDE PANEL CLOSURE
MK. H3410 0 "CLASSIC PANEL"
WALL PANEL MK. H3430 0 "ACCENT PANEL"
MK. H3400 0 REV" CLASSIC PANEL"
BASE MEMBER:
ANGLE, CHANNEL
Z
a
OR OTHER.
o
g
(SEE ELEVATIONS)
oI
0
w
0
w
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SEALANT
(NOT BY METAL BUILDING SUPPLIER)
=
9
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m
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3
BASE ANGLE
TRIM MK. BSCO1
BASE
TRIM AT
WALL DELETION
SEE WALL SHEETING ERECTION NOTES FOR FASTENER SPACING TRI M_722
n[AU
JAMB TRI
INSIDE PANEL CLOSURE
MK. H3410 0 "CLASSIC PANEL"
MK. H3430 0 "ACCENT PANEL"
MK. H3400 0 REV" CLASSIC PANEL"
STRUCTURAL FASTENER
12" O.C. 0 "ACCENT"
12" O.C. 0 "REV. CLASSIC"
6" O.C. 0 "CLASSIC"
HEAD TRIM
MK. HTA__
HEAD TRIM
STEP 1
�1/4"
WIDE MAX. 05
SLIT g o
I` 6
x
FLAT OF
JAMB TRIM
2" SLIT
WALL PANEL
PANEL SLIT STEP 4
HEADER AND SILL SHOWN
SLIT PANEL 2" AT -
HEAD AND SILL TRIM
AND SLIDE ON (SEE
ABOVE)
STEP 4
PANEL
GIRT
"ACCENT PANEL"
12" O.C.
GIRT
REVERSE "CLASSIC WALL" PANEL
kMB FASTENER KEY
STITCH FASTENER = H106_
DOOR / WINDOW STRUCTURAL FASTENER = H104_
OPENING WITH COLD —FORM
STRUCTURAL FASTENER = H1070
WITH HOT —ROLLED
-JAMB TRIM
MK. JTA
AL FASTENER i GIRTH —JAMB
DOOR / WINDOW
OPENING
STRUCTURAL FASTENERS \-JAMB TRIM
12" O.C. MK. JTD
NOTE: FIELD TRIM LEG
AS REQUIRED
ALTERNATE DETAIL 1
WALL PANEL
CAULK FROM EDGE OF
TRIM TO FIRST MAJOR RIB
MK. H3152
STEP 5
HEAD TRIM. MK. HTA__
STEP 1
-SILL TRIM MK. STA__
SEE PREP SKETCH TO
THE RIGHT
STEP 2
�$ SLIT LINE, MK. H3152
STEP 5
WINDOW FRAMED OPENING TRIM DETAIL
o FOR ALL STD WALL PANEL TYPES. TYPICAL INSTALL .0TRIM 99
LEFT HAND SHOWN, RIGHT HAND SIMILAR
DOOR / WINDOW
c
"CLASSIC WALL" OPENING
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r
o c
m
STRUCTURAL FASTENER
JAMB TRIM
r c
MK. JTA
m
TRIM OVERHANG
JAMB TRIM STEP 3
NOTE: FIELD CUT PANELS
AS REQUIRED
HEAD T^"'
JAMB TRI
INSIDE PANEL CLOSURE
WALL PANEL
MK. H3410 0 "CLASSIC PANEL"
MK. H3430 0 "ACCENT PANEL"
MK. H3400 0 REV" CLASSIC PANEL"
HEADER
STRUCTURAL FASTENER
12" O.C. "ACCENT"
12" O.C. "REV. CLASSIC"
6" O.C. "CLASSIC"
p
HEAD TRIM
z
MK. HTA_
z
0o
HEAD TRIM STEP 1
0
SILL CHANNEL
WALL PANEL
JAMB TRIM INDICATED BY DASHED
LINE. THE SILL TRIM EXTENDS 2"
PAST EACH SIDE OF THE OPENING.
THE JAMB TRION
TAB UP -THE SILL TRIMMTABELEG OFSSIILL
TRIM BEHIND THE JAMB TRIM TO
HELP SHED WATER.
151- SILL TRIM MK. STA
STITCH FASTENERS 12" O.C.
12" O.C. "ACCENT"
12" O.C. "REV. CLASSIC"
6" D.C. "CLASSIC"
CUT OFF EXTRA 5 5 BEND UP1"
" TOP VIEW 1 3/8"
FRONT
1 3/8" TAB UP
TOP
TOP
FRONT FRONT VIEW
2" 2,� SCLEARIM
OPENING
SILL TRIM PREP STEP 2
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0-
0
LOW EAVE STEEL
LINE
INSIDE PANEL CLOSURE
MK. H3410 WITH 3/4" TAPE MASTIC
END OF PANEL
7 1 4"
(MK. H3000) TOP AND BOTTOM
CAP TRIM MK.
"CLASSIC" ROOF PANEL
CTA03
FASTEN INSULATION WITH H1020
3/4" TAPE
FASTENER & H2200 INSULATION
WASHER 12" O.C. (AT HIGH RIB)
MASTIC MK.
H3000
H1030 FASTENER (SEE THE CLASSIC
ROOF STRUCTURAL FASTENER
SPACING DETAIL)
(1) H1020 FASTENER AT EACH
FASTENERS
FASTE
END OF THE CTA03 TRIM
AT 12" O.C.
EAVE STRUT SHOWN, MEMBER VARIES
(REFERENCE THE SECONDARY LOW
SCULPTURED
EAVE MEMBER OPTION DETAIL FOR
EAVE TRIM
ALTERNATE MEMBERS)
MK. SET01
H1060
OUTSIDE PANEL CLOSURE
"CLASSIC
MK. H3400 @ PANEL"
FASTENERS
MK. H3420 ® "ACCENT PANEL"
AT 12" O.C.
MK. H3410 ® REV" CLASSIC PANEL"
SECTION VIEW
WALL PANEL
3" AT
1 /2:12
ROOF
SLOPE
3
1/2"
AT
1:12
ROOF
SLOPE
�k
4
1 /8"
AT
2:12
ROOF
SLOPE
4
5
5/8"
1 /8"
AT
AT
3:12
4:12
ROOF
ROOF
SLOPE
SLOPE
'E MASTIC
D0
I MK. CTA03
BUT SHOWN,
VARIES
RED EAVE
SET01
vFi
ISOMETRIC VIEW AT LOW EAVE
3/4»
ROOF
RAKE
MK. R
WALL
CORNE
CORNE
MK. H-rVvv
SCULPTURED EAVE TRIM SPLICE
APPLY A CONTINUOUS BEAD OF TUBE
CAULK (MK. H3152) TO THE END OF
THE ADJOINING TRIM PIECE AND LAP
1". FASTEN WITH (4) COLORED POP
RIVETS (MK. H 1 100) AS SHOWN.
FOLLOW THE CLASSIC ROOF ERECTION MANUAL o
WITH THE FOLLOWING EXCEPTIONS AT
SCULPTURED EAVE TRIM APPLICATIONS:
1) THE CTA03 CAP TRIM ON THE EAVE STRUT MUST BE m
ERECTED PRIOR TO INSTALLING THE ROOF PANEL AND THE 8 8
SCULPTURED EAVE TRIM. (SEE THE CLASSIC ROOF ERECTION
MANUAL).
N
0
2) INSULATION MUST BE INSTALLED PRIOR TO INSTALLING o
THE ROOF PANELS. INSULATION IS NOT SHOWN IN THIS
DETAIL FOR CLARITY. (SEE THE CLASSIC ROOF ERECTION a a
MANUAL FOR PROPER INSTALLATION OF THE INSULATION) m
o=
L O
U
<m
3) INSTALL 3/4" TAPE MASTIC (MK. H3000) TO THE
SHORT VERTICAL LEG OF THE CTA03 CAP TRIM. EXTEND
THE SCULPTURED EAVE TRIM SET01, 2 1/4" PAST THE��
ENDWALL STEEL LINE (1" PAST THE EDGE OF THE WALL
CORNER TRIM). COPE THE BOTTOM VERTICAL LEG FLUSH -�� .5
WITH THE EDGE OF THE CORNER TRIM. INSTALL OUTSIDE
CLOSURE AS SHOWN (IF REQUIRED) THEN FASTEN THE
TRIM TO THE WALL PANEL AND CAP TRIM WITH H1060mg"W
FASTENERS AT 12" O.C.
4) APPLY A CONTINUOUS BEAD OF TUBE CAULK (MK. ] S-" $N;
H3152) AROUND THE PERIMETER OF THE RCA__ CORNER = � R
CAP, CLOSE TO THE INSIDE EDGE OF THE CAP.
5) INSERT THE CORNER CAP INTO THE SCULPTURED RAKE
TRIM, LEAVING 1/2" EXPOSURE ALL AROUND. FASTEN WITH
(3) H 1 100 COLORED POP RIVETS AT FRONT ONLY.
CAP TRIM MK. CTA03
6) INSTALL THE RAKE CAP AT THE RAKE EDGE OF THE
0
SCULPTURED EAVE TRIM & 1/2" FROM THE FIRST VERTICAL
z
FACE OF THE SCULPTURED EAVE (AS SHOWN AT LEFT).
zz
UTILIZE TUBE CAULK (MK. H3152) AROUND THE PERIMETER
a
p o
OF EDGE OF THE RAKE CAP.
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U
w
3/4" TAPE MASTIC
z�
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w
MK. H3000
7) APPLY A BEAD OF TUBE CAULK (MK. H3152) 1 1/2"
z w
w
FROM THE FACE OF THE EAVE TRIM ALONG THE RAKE SIDE
Of
�
W
o
OF THE CORNER CAP. THIS BEAD SHOULD INCLUDE BOTH
� z
c -
SCULPTURED EAVE
THE TOP & BOTTOM EDGES OF THE CORNER CAP.
tn
� ?
Lo
TRIM MK. SET01
w
}
awQ
Z�w�x
a
mg
FIELD CUT PANEL
8) INSTALL THE RAKE TRIM RTA__ PER THE CLASSIC ROOF
aof
c\I
o
ERECTION MANUAL, 1/2" FROM THE FACE OF THE
SCULPTURED EAVE TRIM.
RAKE CAP
MK. RCA01
MK. RCA02
ISOMETRIC VIEW AT CORNER
POP RIVET
(LEFT AS SHOWN) g) FASTEN THE CORNER CAP AND THE RAKE CAP, AS
(RIGHT) SHOWN AT LEFT, WITH (15) COLORED POP RIVETS (MK.
H1100).
0 SCULPTURED EAVE TRIM w f CLASSIC ROOF
U SEE WALL SHEETING ERECTION NOTES
FOR WALL PANEL FASTENER LOCATIONS TRIM_850
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_ - 3
air H
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