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BUILDING LOADS / DESCRIPTION:
WIDTH:
ROOF PITCH:
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATEDAND APPLIED AS REQUIRED BY :
THE CONTRACTOR / BUILDER IS TO CONFIRM THAT THESE LOADS COMPLYWITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
ROOF DEAD LOAD:
COLLATERAL LOAD:
ROOF LIVE LOAD:
GROUND SNOW LOAD: (Pg)
ROOF SNOW LOAD: (Pf)
BASIC WIND SPEED:
SEISMIC COEFFICIENT:
IMPORTANCE FACTORS:
PSF (ROOF PANELS & PURLINS)
PSF
PSF
PSF
PSF
MPH
2.28
1.0
20.0
42.85
30.0
115
0.875
LENGTH: HEIGHT:50 60 18 / 18
ROOF PANELS:
WALL PANELS:
TRIM COLORS:
LINER PANEL:
COLOR:
COLOR:
GABLE:
EAVE:
CORNER:
Sandstone Beige
Sandstone Beige
Brown
Brown
Brown
Brown
6. BUILDER / CONTRACTOR RESPONSIBILITIES
GRADE 55GRADE 55GRADE 55GRADE EHSGRADE 50GRADE BGRADE 80GRADE 50
GRADE 5A325
A529 OR A572 OR A1011SSA529A1011SSA475A992A500A653 OR A792A653 OR A792
GRADE 5A325
ASTM DESIGNATION
ADDRESS:CUSTOMER NAME:
1. MATERIALS
CUSTOMER INFORMATION
PROJECT NAME: HANGAR PROJECT LOCATION:
GENERAL NOTES
GUTTER:
DOOR & WINDOW:
1.0:12
2. DESIGN
5. STRUCTURAL PRIMER
4. A325 BOLT TIGHTENING REQUIREMENTS
3. HIGH STRENGTH BOLT CONNECTIONS:
Brown
Brown
BASE (OPTIONAL):
8" JAMB/HEAD:
DOWNSPOUTS:
SOFFIT PANEL:
A. ALL STRUCTURAL STEEL SECTIONS AND WELDEDPLATE MEMBER ARE DESIGNED IN ACCORDANCE WITH THE AISC"SPECIFICATIONS FOR THE DESIGN, FABRICATING AND ERECTION OF STRUCTURAL STEEL BUILDING". ALLOWABLE STRESS DESIGN
LATEST EDITION.
B. ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITHAISI "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEELSTRUCTURAL MEMBERS" LATEST EDITION.
C. ALL WELDING OF STRUCTURAL STEEL IS BASED ON AWSD1.1"STRUCTURAL WELDING CODE" LATEST EDITION.
ALL STRUCTURAL MEMBERS WILL BE GIVEN ONE COAT OF MANUFACTURER'SSTANDARD RUST-INHIBITIVE PRIMER MEETING THE PERFORMANCE REQUIREMENTS OF TT-P-6645. THIS IS NOT A FINISH COAT AND IS NOT INTENDED FOR PROLONGEDEXPOSURE TO THE ELEMENTS. REFERENCE AISC 360-05, CODE OF STANDARDPRACTICE SECTION 6.5.1-6.5.4.
ALL HIGH STRENGTH BOLTED CONNECTIONS ARE SUBJECT TO AXIAL
ALL HIGH STRENGTH BOLTS ARE TYPE ASTM A325 AND ARE TO BE INSTALLED
TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY
ACCORDING TO THE "SNUG-TIGHT" CONDITIONS AS DEFINED BY THE,
PRE-TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST
(REFERENCE STEEL CONSTRUCTION AISC MANUAL - THIRTEENTH EDITION)RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS, SECTION 6
RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS,
EDITION OF THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING
2004 EDITION - SECTION 6.1, UNLESS NOTED OTHERWISE.
ASTM A325 BOLTS AND THE APPLICABLE BUILDING CODE. WASHERS ARE
ALSO, NOTE THAT BOLTS IN STANDARD HOLES DO NOT REQUIRE WASHERS PER THE,
NOT REQUIRED WHEN THE "TURN OF THE NUT" TIGHTENING PROCEDURE IS USED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS.
STRUCTURAL STEEL PLATEFLANGE MATERIAL COLD FORMED LIGHT GAUGE SHAPES STRUCTURAL CABLES HOT ROLLED MILL SHAPE HOLLOW STRUCTURAL SECTIONS PBR36 ROOF AND WALL PANELS STANDING SEAM ROOF
BOLTS BOLTS
/ 1.0:12
SEISMIC:
SNOW LOAD:
WIND LOAD: 1.00
1.00
1.00
LEFT :
RIGHT:
FRONT:
BACK :
ROOF :
GABLE EXT:
EAVE EXT:
CANOPY:
THE DESIGN OF THE ANCHOR BOLT EMBEDDMENT
R & M STEEL COMPANY STANDARD
DESIGN ENGINEER. THE LENGTH PROVIDED BY R & M
ADJUSTED ACCORDING TO THE FOUNDATION DESIGN.STEEL IS AN ESTIMATED LENGTH AND SHOULD BE
LENGTH IS THE RESPONSIBILITY OF THE FOUNDATION
PRODUCT SPECIFICATIONS APPLY ANDR & M STEEL COMPANY DESIGN, FABRICATION, QUALITY CONTROL STANDARDS AND TOLERANCE WILL GOVERN. IN CASE OF DISCREPANCIES BETWEEN R & M STEEL COMPANY'S PLANS AND PLANS FOR OTHER TRADES R & M STEEL PLANS SHALL GOVERN. (SECTION 3.3 AISC CODE OF STANDARD PRACTICES, LATEST EDITION)
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE OR FEDERAL AGENCIES AS REQUIRED.
APPROVAL OF R & M STEEL COMPANY'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF R & M STEEL COMPANY'S INTERPRETATION OF THE PURCHASE ORDER. (SECTION 4.2.1 AISC CODE OF STANDARD PRACTICES, LATEST EDITION)
THE BUILDER / CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIAL NOT FURNISHED BY R & M STEEL COMPANY ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. R & M STEEL COMPANY ASSUMPTIONS WILL GOVERN.
THE BUILDER / CONTRACTORS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH R & M STEEL COMPANY'S BUILDING "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH AND INSTALL. (SECTION 7.9.1 AISC CODE OF STANDARD PRACTICES, LATEST EDITION)
1=Ct1=I
PSF=PgPSF
40.5
42.8530.0=Pf
PSF=UNBALANCED LOAD
1=CePf = 0.7 Ce Ct I Pg
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
DSite Class:0.21Mapped Response (1 sec.), S1:
65650.1748
0.28
0.4127
0.2827
0.58
0.87
Equivalent Lateral
0.71
Wind Bent Deflection Limit (Seis):Rigid Frame Deflection Limit (Seis):Approx. Period (Brace), Ta:
Design Response (1 sec.), Sd1:
Max. Design Response (1 sec.), Sm1:
Approx. Period (Moment), Ta:
Design Response (Short), Sds:
Max. Design Response (Short), Sms:
Analysis Procedure Used:
Mapped Response (Short), Ss:
1.9840
OCBF, OMF
1.00
1.3000
1.3000
=
=
Rho
Rho
0.18
0.18
0.18
3.00002.0000
2.0000
0.18
=
=
=
==
=
=
Cs
Cs
Cs
OmegaOmega
Omega
Cs
3.2500
3.25003.2500
3.2500
3.2500
=
==
=
=
R
RR
R
R
Rigid Frames:
End Plates, Frame:Endwall Bracing:
3.61 (k)=Transverse Force, V 3.57 (k)=Longitudinal Force, V
Total Base Shear:
Sidewall Bracing:
Roof Bracing:
Site Coeff (1 sec.), Fv:
Basic Seismic-Force-Resisting Systems:
Seismic Importance Factor:
1.2320
D
II - Normal
Seismic Forces:
Site Coeff (Short), Fa:
Seismic Design Category, SDC:
Occupancy Category:
DES_CALC:
FORCE:
RESULT:
INPUT:
EARTHQUAKE DESIGN DATA:
IBC 12
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATION
2/ 5/16DATE:
SCALE:
DRAWN BY
OF
1=Ct1=I
PSF=PgPSF
40.5
42.8530.0=Pf
PSF=UNBALANCED LOAD
1=CePf = 0.7 Ce Ct I Pg
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
CJH
OF
A
A
B
C
C
B
D E E
D E E
1'-2"
1'-2"
47'-8"
(Hold
This
Dim
ensio
n)
1 42 3
20'-0" 20'-0" 20'-0"
ANCHOR BOLT PLANNOTE: All Base Plates @ 100'-0" (U.N.)
1 4
2 320'-0" 20'-0" 20'-0"
60'-0" OUT-TO-OUT OF STEEL
FRAME LINEDIMENSIONS
A
F
B
E
2'-3"
45'-6"
2'-3"
50'-0"
OU
T-T
O-O
UT
OF
ST
EE
L
A
F
C
D
14'-4"
20'-0"
14'-4"
8"
8"
11" 19'-1"
11" 1'-1" 3'-0" 15'-0"
1 1
/2"
1 1
/2"
1 1/2" 1 1/2"
1 1
/2"
1 1
/2"
1 1
/2"
1 1
/ 2"
1 1
/2"
1 1
/ 2"
1 1
/2"
1 1
/2"
1 1/2"1 1/2"
1 1/2"1 1/2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
4"
1 1/2"
1 1/2"
X-Bracing
X-B
racin
g
X-Bracing
1 1/2"3"
See P
lan
6"
6 1/4"
1 1
/2"
1 1
/2"
1 1
/2"
3"
EW
DETAIL A
Dia= 3/4"
8"
6 1
/2"
8"
2"
2"
2 1
/2"
3"
EW
SW
DETAIL B
Dia= 3/4"
See P
lan
6 1
/2"
8"
2"
2"
2 1
/2"
3"
EW
DETAIL C
Dia= 3/4"
11"
6"
8 1
/2"
1 1/2" 1 1/2"
2"
4"
8"
SW
EW
DETAIL D
Dia= 3/4"
See Plan
6"
8 1
/2"
1 1/2" 1 1/2"
2"
4"
8"
SW
DETAIL E
Dia= 3/4"
HOOK BAR OR TIE ROD (AS REQ'D)
0'-2" PROJECTION MIN.
OUT OF STEEL
OUT OF CONCRETE
GRADE
ANCHOR BOLTCONCRETE DETAIL
12"TO ASSURE PROPER DOORSEAL EXTEND CONCRETE
ADDITIONAL 12" PASTOUT OF CONCRETE LINE
@ GRID
EXTEND CONCRETE 12"OUTSIDE OF BUILDING.
SLOPE 1/4" PER FOOTMINIMUM FOR DRAINAGE
BI-FOLD DOOR SEAL
BI-FOLD DOOR
STEELLINE
OUT OFCONCRETELINE
1
BI-FOLD DOOR DETAIL
1"12
1"12
SP
-1
SP
-2
SP
-1
FB6D(1) FB2D(1) FB3D(1) FB5D(1) FB8D(1) FB8D(1) FB5D(1) FB3D(1) FB2D(1) FB6D(1)
FB
4D
(1)
FB
7D
(1)
FB
4D
(1)
FB
7D
(1)
RF
1-1
RF1-2 RF1-3
RF
1-4
15'-6 1
/4"
Cle
ara
nce +
/-
15'-6 1
/4"
Cle
ara
nce +
/-
17'-4 1
/2"
Cle
ara
nce +
/-
2'-1 7/8" 2'-1 7/8"
44'-4 3/16"Clearance +/-
F A
50'-0" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 1
8" 8"
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
5 @ 4'-9 13/16"
1'-0" 1'-0"5 @ 4'-9 13/16"
8"
8"
26 Ga. PBR, Sandstone Beige
25'-5"
8"8 11/16" 25'-5"8 11/16"
8"
RCAP
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
MEMBER TABLE
MarkWeb DepthStart/End
Web PlateThick Length
Outside FlangeW x Thk x Length
Inside FlangeW x Thk x Length
RF1-1, RF1-4 8.0/25.4 0.150 209.8 6 x 1/4" x 207.96 x 1/4" x 31.5
6 x 1/4" x 183.3
RF1-2 24.0/12.0 0.150 96.012.0/23.9 0.150 172.0
6 x 1/4" x 268.1 6 x 1/4" x 96.76 x 1/4" x 170.46 x 1/4" x 170.46 x 1/4" x 96.7
6 x 1/4" x 268.1RF1-3 23.9/12.0 0.150 172.012.0/24.0 0.150 96.0
SPLICE PLATE & BOLT TABLE
QtyMark Top Bot Int Type Dia Length Width Thick Length
SP-1 4 4 0 A325 0.750 2.00 6" 1/2" 2'-6 13/16"SP-2 4 4 0 A325 0.750 2.00 6" 1/2" 2'-6 11/16"
FLANGE BRACES: Both Sides(U.N.)FBxxD(1)D - L2x2x14
1"12
1"12
SP
-1
SP
-2
SP
-1
FB6D
FB3DFB8D FB8D
FB3D
FB6D
FB
4D
FB
7D
FB
4D
FB
7D
RF
2-1
RF2-2 RF2-2
RF
2-1
15'-6 1
/4"
Cle
ara
nce +
/-
15'-6 1
/4"
Cle
ara
nce +
/-
17'-4 1
/2"
Cle
ara
nce +
/-
2'-1 7/8" 2'-1 7/8"
44'-4 3/16"Clearance +/-
F A
50'-0" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LINE 2 3
8" 8"
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
5 @ 4'-9 13/16"
1'-0" 1'-0"
5 @ 4'-9 13/16"
8"
8"
26 Ga. PBR, Sandstone Beige
25'-5"
8"8 11/16" 25'-5"8 11/16"
8"
RCAP
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
MEMBER TABLE
MarkWeb DepthStart/End
Web PlateThick Length
Outside FlangeW x Thk x Length
Inside FlangeW x Thk x Length
RF2-1 8.0/25.4 0.150 209.8 6 x 1/4" x 207.96 x 1/4" x 31.5
6 x 1/4" x 183.3
RF2-2 24.0/12.0 0.150 96.012.0/23.9 0.150 172.0
6 x 1/4" x 268.1 6 x 1/4" x 96.76 x 1/4" x 170.4
SPLICE PLATE & BOLT TABLE
QtyMark Top Bot Int Type Dia Length Width Thick Length
SP-1 4 4 0 A325 0.750 2.00 6" 1/2" 2'-6 13/16"SP-2 4 4 0 A325 0.750 2.00 6" 1/2" 2'-6 11/16"
FLANGE BRACES: Both Sides(U.N.)FBxxD(1)D - L2x2x14
A9
STEEL LINERIGID FRAME
RAFTER
TEK SCREW@ EA. PURLIN
RA20
ROOFPURLIN
FLANGEBRACE
ROOF PURLIN TO ENDWALL RIGID FRAME
4"
2"
CL11"
(2)BOLTS1/2" x 1" (TYP.)
3/30/09 WD
4/2/09 WD
(2) BOLTS1/2" x 1" (TYP)
EW GIRT
GIRT CLIP
JAMB COLUMN
C7JAMB COLUMN TOENDWALL GIRT
3/26/09 JMS 4/ 9/09 WD
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
BOLTS1/2" x 1" (TYP)
FIELD FIT
SW GIRT
D16
FLANGE BRACE(AS REQ'D.)
RIGIDFRAME
COLUMN
EW GIRT
CORNER COLUMN TO GIRTS
ENDWALL COLUMNTO ENDWALL RAFTER
B7
(4) BOLTS1/2" x 1" (TYP)
ENDWALL COLUMN
ENDWALL RAFTER
D1
(6) BOLTS1/2" x 1" (TYP)
CORNERCOLUMN TO WALL GIRTS
CA52
L 4 x 2 x 7-3/8 w/(2) #12 x 1" TEKS
SA
SWC-N
CORNERCOLUMN
ENDWALLGIRT
SIDEWALLGIRT
BOLTS1/2" x 1" (TYP)
DOUBLE 'C' ENDWALL COLUMN TO GIRTS
DOUBLE 'C'ENDWALL COLUMN
CA52
COLUMN ASSEMBLY
BOLTS1/2" x 1" (TYP)
CA52
ENDWALLGIRT
C2
ENDWALLGIRT
(4) BOLTS1/2" x 1" (TYP)
EW GIRT
EW GIRT
C6
GIRT CLIP
HINGE BRACKET
HINGE BRACKET TO ENDWALL GIRT
ENDWALL 'C' COLUMN
(4) BOLTS1/2" x 1" (TYP)
E1BASE PLATE FOR EW COLUMN
ANCHOR BOLT
(2) SP-CA3
(4) BOLTS1/2" x 1" (TYP)
E2
EW COLUMN(DOUBLE 'C')
BASE PLATE FOR EW COLUMN
ANCHOR BOLT
(2) SP-CA3
B2 WALL GIRT BRIDGING
WALL GIRT
TEKSCREW
1" x 1" x .075"BRIDGING ANGLEAS SHOWN
B4
ENDWALLRAFTER
ENDWALLCOLUMN
BOLTS (TYP) (4) 1/2" x 1"
ENDWALL RAFTER TO COLUMN
LOCATE CLIP BETWEEN"C" COLUMN WEBS
TEK SCREW@ EA. PURLIN
PURLIN
ENDWALLRAFTER 1/2"
CLEARANCE
STEEL LINE
RA20
4"
2"
A3
FLANGEBRACE
ROOF PURLIN TO ENDWALL RAFTER
CL4"
(2) BOLTS1/2" x 1" (TYP)
B35
JAMB COLUMN
FRAME COLUMN
PURLIN CLIP
PURLIN
RAKE ANGLE
A325 BOLTS(2) 3/4" x 2"
JAMB COLUMN TO FRAMECOLUMN (W / 11" SETBACK)
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
Q2
1 1/4" EYEBOLT7/8" EYEBOLT3/4" EYEBOLT
1/2" EYEBOLT5/8" EYEBOLT
E.H.S. CABLE WITHE.H.S. CABLE WITHE.H.S. CABLE WITH
E.H.S. CABLE WITHE.H.S. CABLE WITH
5/8"1/2"3/8"
1/4"5/16"
DIAGONAL CABLE, EYEBOLT END
X-BRACE CABLE& BRACE GRIP
SLOT IN WEB TOINSERT HILLSIDEWASHER & EYEBOLT
FLATWASHER
COLUMN ORRAFTER WEB
HILLSIDEWASHER
NUT EYEBOLT
TEK SCREW
RIGIDFRAME
COLUMN
EAVESTRUT
I9EAVE STRUT TORIGID FRAME COLUMN
RA20
4"
2"
CL
STEELLINE
I9EAVE STRUT TORIGID FRAME COLUMN
RA20
4"
2"
CL
STEELLINE
11"
(4) BOLTS1/2" x 1 1/2" (TYP)
(6) BOLTS1/2" x 1" (TYP)
ROOFPURLINS
RF RAFTER
RAFTERFLANGEBRACE
G1ROOF PURLIN TO INTERIORRIGID FRAME RAFTER
(6) BOLTS1/2" x 1" (TYP)
H1 SIDEWALL GIRT TOINTERIOR FRAME COLUMN
FLANGEBRACE
(AS REQ'D.)
SIDEWALL GIRTS
RIGIDFRAME
COLUMN
TEK SCREW
EAVESTRUT
I8
ENDWALLRAFTER
EAVE STRUT TO ENDWALL RAFTER
Clearance
STEELLINE
RA20
4"
2"
CL
4"
TEK SCREW
I8EAVE STRUT TO ENDWALL RAFTER
Clearance1/4"
RA20
4"
2"
CL
4"
(4) BOLTS1/2" x 1 1/2" (TYP)
ENDWALLRAFTER
Q4DIAGONAL CABLE, EYEBOLT END
X-BRACE CABLE& BRACE GRIP
FLATWASHER X-ANGLE
HILLSIDEWASHER
NUT
EYEBOLT
Q5SP-3HXA & (2) SP-CA3 @ ENDWALLCOLUMN
SP-3HXA
X-BRACECABLE
& BRACEGRIP
(2) SP-CA3
ANCHOR BOLT
CONCRETE
ENDWALL COLUMN (DOUBLE 'C')
J2 EAVE STRUT TO RIGID FRAME@ INTERIOR BAYS
1/2"
RIGID FRAMECOLUMN
RIGID FRAMERAFTER
(4) BOLTS1/2" x 1 1/2" (TYP)
EAVESTRUT
F12
RAFTERSPLICE PLATES
ENDWALLRAFTER
SEE ENDWALL DRAWINGFOR BOLT DIA AND TYPE.
ENDWALL RAFTER SPLICEAT RIDGE
INSIDECLOSURE
BASECHANNEL(BC-)
T2SECTION THRU WALL PANELAND CONCRETE FOUNDATION
CONCRETE FOUNDATION BY OTHERS, MUST BEADEQUATE TO SAFELY RESIST THE LOADS IN
THE REACTION REPORT.
WALLPANEL
FOUNDATIONBASE TRIM
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
1. FIELD CUT X-BRACE THRU GIRTS (AS REQ'D).2. FIELD CUT X-BRACE TO LENGTH (AS REQ'D).3. FIELD FIT AND DRILL GIRTS AT CORNER
COLUMN (AS REQ'D).4. FIELD LOCATE WALK DOORS, WINDOWS,
AND LOUVERS (AS REQ'D).5. FIELD FIT WINDSTRUT (AS REQ'D).
9. LAP RAKE ANGLE 1", USE (2) 12-14 x 1" TEKS.8. LAP BRIDGE ANGLE 1", USE (2) 12-14 x 1" TEKS.
6. FIELD CUT 3'-4" ELEV. GIRT AND TEK TO8 1/4" WALK DOOR JAMB.
7. FIELD FIT FLANGE BRACES AS REQ'D.
Y1FIELD NOTESW2
WIND STRUT - HINGE BRACKET SUPPORT
RIGID FRAMERAFTER
RIGID FRAMERAFTER
(1) A325 BOLT 3/4" x 2"(2 PLACES)
WINDSTRUT - BACK TO BACK4" CEE ASSEMBLY
HINGE BRACKET/ STUB COLUMM
EW GIRTSBB PLATE
BB PLATE
(4) BOLTS 1/2" x 1" TYP
BOLTS 1/2" x 1" TYP
WINDSTRUT ASSEMBLY DETAIL
SECTION VIEW
BOLTS1/2" x 1"(TYP.)
BOLTS1/2" x 1"(TYP.)
BACK TO BACK4" CEE(BBPLATE)
WINDSTRUTCLIP
BACK TO BACK4" CEE
FIELDCUT & DRILL
AS REQ'D
(BBPLATE)WINDSTRUT
CLIP
8" ROOFPURLIN
ENDWALLRAFTER
ARC8ANTI-ROLL CLIP DETAIL
(4) BOLTS1/2" x 1" (TYP)
4-BOLT CLIP w/6" x 7" x .180"GUSSET
FORMAT IS BDDxWTHH
(6=6", 8=8", 0=10", 2=12")
(3=3/16", 4=1/4", 5=5/16" 6=3/8", 8=1/2",0=5/8", 2=3/4")
(14=.1495, 17=.1793, 25=.2500, 31=.3125)
WELDED MEMBER TYPE.MEMBER DEPTH IN INCHES.FLANGE WIDTH IN INCHES.
FLANGE THICKNESS IN 1/16" INCH UNITS.
WEB THICKNESS IN DECIMAL INCH UNITS.
===
=
=
BDDW
T
HH
Y2BUILT-UP NOTES
RA
20
RA
20
E-1 E-2 E-3
E-3E-2E-1
P-1(Typ) P-2(Typ) P-3(Typ)
P-1(Typ) P-2(Typ) P-3(Typ)
CB-3CB-3
CB-4
CB-4
CB-3 CB-3
EC-1
EC-2
EC
-3E
C-4
EC
-5E
C-5
*E
C-4
*E
C-3
*
EC-2*
EC-6
EC
-7E
C-8
EC
-8E
C-7
RF1-4 RF2-1 RF2-1
RF2-1RF2-1RF1-1
RF1-2
RF1-3
RF2-2
RF2-2
RF2-2
RF2-2
ER-1
ER-1*
G1
ARC8 RCAP
(20)
25'-5"
(20)
25'-5"
(20)
ROOFSHEETING
PANELS: 26 Ga. PBRSandstone Beige
F
A
RO
OF
SU
RF
AC
E 2
25'-0"
RO
OF
SU
RF
AC
E 3
25'-0"
1 4
2 320'-0" 20'-0" 20'-0"
11"
60'-0" OUT-TO-OUT OF STEEL
ROOF FRAMING PLAN
2'-8 1/4"
2'-8 1/4"
2'-8 1/4"
2'-8 1/4"PURLINLAP
MEMBER TABLEROOF PLANMARK PART LENGTHP-1 8x25Z13 22'-8 1/4"P-2 8x25Z15 25'-4 1/2"P-3 8x25Z13 22'-7 3/4"E-1 80x5E14 19'-11 3/4"E-2 80x5E14 19'-11 1/2"E-3 80x5E14 19'-11 1/2"
CB-3 1/4EHS 23'-0"CB-4 1/4EHS 28'-0"
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
AS PER RIGID FRAME CROSSINSTALL ROOF FLANGE BRACE
SECTION
Q2
Q2
4"
W.S.
W.S.
W.S.
W.S.
W.S.
W.S.
RF2-1 RF2-1RF1-4 EC-7
E-1 E-2 E-3
CB-2CB-2
BC-2
G-8
G-8
G-8
BC-2
G-9
G-9
G-9
BC-2
G-10
G-10
G-10
1
1
1
1'-4"
1'-4"
1'-4"
1'-4"GIRTLAPS
1 4
2 320'-0" 20'-0" 20'-0"
4"
11"
60'-0" OUT-TO-OUT OF STEEL
SIDEWALL FRAMING: GRID A
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
H1
T2
RF2-1 RF2-1EC-7 RF1-1
E-3 E-2 E-1
SF
30
70CB-2
CB-2
BC-2
G-10
G-10
G-10
BC-2
G-9
G-9
G-9
BC-2
G-8
G-8
G-8
1
1
1
1'-4"
1'-4"
1'-4"
1'-4"GIRTLAPS
4 1
3 220'-0" 20'-0" 20'-0"
4"
11"
60'-0" OUT-TO-OUT OF STEEL
SIDEWALL FRAMING: GRID F
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
15'-0" 3'-0" 2'-0"
H1
T2
MEMBER TABLEGRID A & FMARK PART LENGTHE-1 80x5E14 19'-11 3/4"E-2 80x5E14 19'-11 1/2"E-3 80x5E14 19'-11 1/2"G-8 8x25Z16 21'-4"G-9 8x25Z16 22'-8"G-10 8x25Z16 21'-4"
BC-2 8x25C16 20'-0"CB-2 5/16EHS 25'-0"
CONNECTION PLATESGRID A & F
ID MARK/PART1 SWC-N
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
AS PER RIGID FRAME CROSS SECTION
INSTALL SIDEWALL FLANGE BRACE
Q2
Q2
I9I8 J2
I8
Q2
J2I9
Q2
EC-1 EC-2 EC-3 EC-4 EC-5 EC-5* EC-4* EC-3* EC-2* EC-6
BB
-1
BB
-2
BB
-3
BB
-3
BB
-2
BB
-1
RA20 RA20
BC-1
G-1
G-1
G-1
G-2
G-3 G-4 G-4 G-4 G-4 G-4G-3
G-2
BC-1
G-1
G-1
G-1
1
1
1
1
1
1
1
1
1
1
1
1
2'-3"
1'-2"
6'-7" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-7"
1'-2"
2'-3"
F A
E B
50'-0" OUT-TO-OUT OF STEEL
ENDWALL FRAMING: GRID 1
1.00012 1.000
12
3'-4"
4'-0"
5'-8"
4'-0"
1'-0"
18'-0"
45'-0"
(CLEAR WIDTH)
17'-0"
16'-6"
14'-0"
(C.L
. O
F G
IRT)
(C.L
. O
F H
ING
E)
(CLE
AR
HE
IGH
T)
A9
B35
D16
D16
EC-7 EC-8 EC-8 EC-7
ER-1 ER-1*
RA20 RA20
CB-1
CB-1
2 2
BC-3
G-5
G-5
G-5
BC-4
G-6
G-6
G-7
BC-3
G-5
G-5
G-5
BRDG ANGLE
FB1D FB1D
3 3 3 3 3 3 3 3
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
4
4
4
6
6
6
6
6
6
14'-4" 20'-0" 14'-4"8" 8"
A F
C D
50'-0" OUT-TO-OUT OF STEEL
ENDWALL FRAMING: GRID 4
1.00012
1.00012
3'-4"
4'-0"
5'-8"
5'-0"
18'-0"
A3 ARC8 ARC8 B4
C2
D1D1
E1 E2
F12
Q5
Q4
T2
MEMBER TABLEGRID 1 & 4MARK PART LENGTHBB-1 D4x5C16 18'-0 1/16"BB-2 D4x5C16 18'-0 9/16"BB-3 D4x5C16 18'-1 1/4"EC-1 W6x20 17'-6 1/8"EC-2 W8x10 1'-11 3/4"EC-3 W8x10 1'-11"EC-4 W8x10 2'-5"EC-5 W8x10 2'-11"EC-6 W6x20 17'-6 1/8"EC-7 8x25C15 16'-8 3/4"EC-8 D8x5C14 17'-11 1/16"ER-1 W8x10 25'-1 1/16"ER-1* W8x10 25'-1 1/16"G-1 8x25Z16 1'-11"G-2 8x25Z16 0'-6"G-3 8x25Z16 5'-11"G-4 8x25Z16 5'-4"G-5 8x25Z16 13'-8"G-6 8x25Z16 19'-4"G-7 8x25Z14 19'-4"
BC-1 8x25C16 1'-11"BC-3 8x25C16 13'-8"BC-4 8x25C16 19'-4"CB-1 1/4EHS 25'-0"
BOLT TABLEGRID 1 & 4LOCATION QUAN TYPE DIA LENGTHER-1/ER-1* 8 A325 5/8" 1 3/4"EC-1/FRAME 2 A325 3/4" 2"EC-2/FRAME 4 GR_5 1/2" 1"EC-3/FRAME 4 GR_5 1/2" 1"EC-4/FRAME 4 GR_5 1/2" 1"EC-5/FRAME 4 GR_5 1/2" 1"EC-6/FRAME 2 A325 3/4" 2"Cor_Column/Raf 4 GR_5 1/2" 1"EC-8/ER-1 4 GR_5 1/2" 1"EC-8/ER-1* 4 GR_5 1/2" 1"Back Braces 2 A325 3/4" 2"
CONNECTION PLATESGRID 1 & 4
ID MARK/PART1 BBPLATE2 SP-3HXA3 SP-CA34 SWC-N5 CA526 SA
FLANGE BRACE TABLEGRID 1 & 4ID MARK LENGTH1 FB1D 1'-4 3/4"
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
INSTALL ENDWALL FLANGE BRACE
T2
B7
B2
C6
C7 BIFOLD DOOR NOTE:
TO APPROXIMATE CENTER OFJAMB COLUMN (1/2" LESS).
1.) ADJUST BIFOLD DOOR JAMB WHEEL
2.) FIELD DRILL & BOLT HINGE TO HB
3.) FIELD WELD HINGE TO HB
W.S
.
BE
HIN
D
W.S
.
BE
HIN
D
W.S
.
BE
HIN
D
W.S
.
BE
HIN
D
W.S
.
BE
HIN
D
W.S
.
BE
HIN
D
W2
ENDWALL INSULATION: GRID 1INSULATION: 4.00" Thick VR
1"12
1"12
F AE B
SIDEWALL INSULATION: GRID AINSULATION: 4.00" Thick VR
1 42 3
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
ENDWALL INSULATION: GRID 4INSULATION: 4.00" Thick VR
1"12
1"12
A FC D
19'-0
" (4
8)
19'-0
" (4
8)
19'-6
" ( 7
2)
19'-6
" (7
2)
20'-0
" (7
2)
20'-0
" (7
2)
20'-6
" ( 7
2)
20'-6
" (7
2)
21'-0
" (7
2)
21'-0
" (7
2)
20'-6
" (7
2)
20'-6
" (7
2)
20'-0
" ( 7
2)
20'-0
" (7
2)
19'-6
" ( 7
2)
19'-6
" (7
2)
19'-0
" (4
8)
19'-0
" (4
8)
SIDEWALL INSULATION: GRID FINSULATION: 4.00" Thick VR
4 13 2
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" (7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
18'-6
" ( 7
2)
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
INSULATION TABLEROOF PLAN = R19 - 6"
ROLL QUAN MARK WIDTH LENGTH
1 10 ROOF 6'-0" 51'-6"
@ SIDE LAP
INSULATION DETAIL
STAPLE @ 4" O.C.
(AS SHOWN)
VINYL FACING
FOLD
PANEL
INSULATION
ROOF PURLIN OR WALL GIRT
VINYL FACING
@ EAVE
INSULATION DETAIL
EAVE STRUT
DOUBLE STICK TAPE
ROOF SHEET
FOLD WHITE VINYL FACING
INSULATION
OVER TOP OF INSUL.
BUTYLCLOSUREBUTYL
VINYL FACING
INSULATION DETAIL
INSULATION
OVER INSULATION
BT1
FOLD VINYL FACING
ANGLEBASE CLOSURE
INSIDEDOUBLE STICK TAPE
TYPICAL TEK SPACING FOR HIGH RIB PANELSNOTE: ALIGN ROOF PANEL HI-RIBS WITH WALL PANEL HI-RIBS.
II. TYPICAL SPACING AT PANEL ENDS
2) TYPICAL SPACING AT RIDGE CAP.3) TYPICAL SPACING AT BASE ANGLE.4) TYPICAL SPACING AT RAKE ANGLE.5) TYPICAL SPACING AT PANEL LAP.
1) TYPICAL SPACING AT EAVE STRUT.
2-3/4"
1"
DO NOT CUT HORIZONTAL EDGE(NEED EDGE TO POP RIVET TO RAKE)
EAVE FASCIA (S-17 or S-23)
CUT ON DOTTED LINE
POP RIVET RAKE &EAVE TOGETHER HERE
RAKE FACIA
MITER DETAIL: EAVE-TO-RAKE
NOTE ROOF PANELO.H. @ EAVE
SEE DETAIL 1ROOF PANEL
INSIDE CLOSURE
WALL Z-GIRT
WALL PANEL
PANEL NOTCH
CONCRETEFOUNDATION
BASE CHANNEL(ANCHORED TO FLOOR)INSIDE CLOSURE
WALL PANEL
TEK & STITCH SCREWS(SEE PANEL FASTENER DETAIL)
BASE TRIMBASE TRIM
BASE DETAIL
BASE TRIM
BASE CHANNEL
#14 x 7/8 STITCH TEK @ 12" O.C.
RAKE FASCIA(S-188)
#14 x 7/8 STITCH TEK @ 12" O.C.
OUTSIDE CLOSURE
WALL PANEL
ROOF PANEL
PURLIN
FLANGE BRACE(IF APPLICABLE)
RIGID FRAMERAFTER
RAKE TRIM DETAIL
Stitch TEK2'-0" O.C.
(TYP.)
2'-0" O.C. (TYP.)
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
I. TYPICAL SPACING AT INTERMEDIATE PURLINS & GIRTS.
DRAWN BY
OF
#14 x 7/8 STITCH TEK
#14 x 7/8 STITCH TEK
(STRUCTURAL) #12 TEK
(STRUCTURAL) #12 TEK
12" O.C. (TYP.)
S-17 EAVE TRIM DETAIL & WALL STITCH TEK LAYOUT
2'-0" O.C.TYPICAL SIDE LAP STITCH TEK SPACING 2'-0" 0.C. (TYP)
III. TYPICAL STITCH TEK SPACING (SIDE LAP ONLY)
R & M STEEL CO.
PEAK BOX
S-188 RAKE TRIMS-188 RAKE TRIM
1) MITER S-188 RAKE TRIM @ PEAK & SEAL.
2) INSTALL PEAKBOX & SEAL.
NOTE:
3) MITER S-188 AND S-17 @ CORNERS & SEAL.
CALDWELL, ID.
PEAK BOX DETAIL
ROOF PANEL MASTIC DETAIL@ ROOF PANELS ONLY
ROOF PANEL
(1) ROWBUTYL(1) ROW
BUTYL
STITCH TEK@ 2'-0" O.C.
STITCH TEK@ 2'-0" O.C.
BUTYL (MASTIC)
8"
4" (MIN.)
OUTSIDE CLOSURE
S-17 (EAVE TRIM)
#14 x 7/8 STITCH TEK @ 12" O.C.
OU
TO
UT
NOTE: FIELD PAINT EXPOSED BI-FOLDDOOR STRUCTURAL STEEL (BY OTHERS).
END VIEWBI-FOLD DOOR TRIM LAYOUT
USE TEK 5 @STRUCTURALMEMBERS
S-58
BI-FOLD 'Z'
BI-FOLD 'L'
WALLGIRT
WALL PANEL
BOTTOMRUBBER
TOPRUBBER
HEADER TRIM
FINISHFLOOR
3"
INSIDE CLOSURE
ROOF PANEL ROOF PANEL
(2) ROWS BUTYL@ LAP
(2) ROWS BUTYL@ LAP
DIE FORMED RIDGE
DIE FORMED RIDGE CAP DETAIL
FOLD VINYL FACINGOVER INSULATION
INSULATION
DOUBLE STICKTAPE
DOUBLESTICKTAPE
EAVESTRUT
BUTYL
INSIDECLOSURE
BUTYL
FOLD WHITE VINYL FACINGOVER TOP OF INSUL.
INSULATION
ROOF PANEL
DETAIL 1
CAULKING (BY OTHERS)
TRIM BEHIND PANEL AS REQ.NOTE: FIELD NOTCH PANEL AND SLIDE HEADER
HEADER TRIM DETAIL
3"3"HEADERTRIM
JAMB TRIMSTIFFENER
F.F.
JAMB TRIM
FRAMED OPENING DETAIL FOROVERHEAD DOOR OR WALK DOOR
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
JAMB TRIM POP RIVET @
2'-0" O.C.
JAMB TRIM STIFFENER
STRUCT. TEK@ 2'-0" O.C.
EXTERIORWALL PANEL
JAMB
JAMB TRIM DETAIL
TRIM DETAIL @ JAMB COLUMNFOR BI-FOLD DOOR OPENING
POP RIVET @2'-0" O.C.
OUT
JAMB TRIM
WALL PANEL
JAMB TRIMSTIFFENER
JAMBCOLUMN
STRUCT. TEK@ 2'-0" O.C.
HEADER TRIM
INSIDE CLOSURE
HEADER
EXTERIORWALL PANEL
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
S-1
1
S-1
1
S-17
1 42 3
SIDEWALL SHEETING: GRID APANELS: 26 Ga. PBR - Sandstone Beige
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
S-1
1
S-1
1
S-17
1
2
1
2
3
4 13 2
SIDEWALL SHEETING: GRID FPANELS: 26 Ga. PBR - Sandstone Beige
TRIM TABLEFRAME LINE A & F
ID MARK LENGTH
S-17 31'-6"S-11 18'-0"
4 BT1 31'-6" 1 JMBTRM 7'-4" 2 JMBSTF 7'-4" 3 HEDTRM 4'-0"
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
4
4
18'-1"
18'-2"
1'-4"
1'-7"
1'-10
"
2'-1"
2'-4"
2'-7"
2'-10
"
2'-10
"
2'-7"
2'-4"
2'-1"
1'-10
"
1'-7"
1'-4"
18'-2"
18'-1"
7'-10
3/4
"(1
6)
8'-2 3
/4"
(16
)
PANELS: 26 Ga. PBRSandstone Beige
S-1
1
S-1
1
S-188 S-188PK BOX
1.00012
1.00012
F AE B
ENDWALL SHEETING: GRID 1PANELS: 26 Ga. PBR - Sandstone Beige
18'-1"
18'-2"
18'-5"
18'-8"
18'-11
"
19'-2"
19'-5"
19'-8"
19'-11
"
19'-11
"
19'-8"
19'-5"
19'-2"
18'-11
"
18'-8"
18'-5"
18'-2"
18'-1"
S-1
1
S-1
1
S-188 S-188PK BOX
1.00012
1.00012
A FC D
ENDWALL SHEETING: GRID 4PANELS: 26 Ga. PBR - Sandstone Beige
TRIM TABLEFRAME LINE 1 & 4
ID MARK LENGTH
PK BOX 2'-6"S-188 26'-6"
1 HEDTRM 24'-0" 2 S-58 8'-6" 3 JMBSTF 17'-6" 4 JMBTRM 17'-6" 5 BI-FOLD 'Z' 24'-0" 6 S-58 24'-0" 7 BI-FOLD 'L' 24'-0"
S-11 18'-0" 8 BT1 4'-6" 9 BT1 26'-6"
R & M STEEL COMPANY
Caldwell, Idaho 83606
DRAWING NUMBER
REVISION
P.O. Box 580
208-454-1800 Fax 208-454-1801
JOB LOCATIONSCALE:
DRAWN BY
OF
5
7
2 2
22
6
1
33
44
9
8 8
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