HomeMy WebLinkAboutSTAMPED PLANS - 22-00474 - Transfer station - New Scale HouseGENERAL NOTES
.- BEHLEN BUILDING SYSTEMS
DIVISION OF BEHLEN MFG. CO.
P EreINE" IS ToreGSEAL GF HE ENGINEER FOR HIS BHI DING
-
P.O. BOX 569
reBGI
GIN OF
ESTRI ON:
2, DEaTEEGATON RIGO)
4025 EAST 23RD STREET
NirvEER'S GERnnCATION IS STRICTLY LIMITED TO THE DESIGN OF STRUCTURAL COMPONENTS DESIGNED AND
MANUFACTURED BY THIS BUILDING MANUFACTURER. CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AN
ON DOES NOT EXTEND o FourvoanNHE
COLUMBUS, NEBRASKA USA 68602-0569
E-MAIL behlenabehlenmfg.com
- �nel
-SW MEMBER
.
ETArvoARai'NDucMelNc LLCHANICA4
PROTECTION,PAwRnwGicNanop
LEI Ic P REL K, R R1.F TURAL REPONSIBIUTEE RA PRo Ec
PHONE: 402-564-3111
•m °
D BY LINE
DIDOTHER ASPECTS OF CODE COMPLIANCEMBMF1
MANUFACTURER'S ORDER DOCUMENTS. CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION
ENG. FAX: 402-563-7286
F
N 9
OR INSPECTION.
3. CHOR RODS ARE ASSUMED r0 CONFORM TO ASTM STANDARD FI ED GRADE WA THE PREFERRED MATERIAL
PE RISC SPECIFICAnONs. NCHOR ROD DIAMETERS ARE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER
www.behlenbuildingsystems.com
www.behlenbuildin s tems.com
BUILDING INFORMATION
WhplxG ueNU1MNf1A5 AAV012A' ¢
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ASC SPECIFICATIONS. LENGTHS, EMBEDMENT$, HEAD STYLES, METHODS OF TRANSFERRING FORCES FROM THE
ANCHOR RODS TO THE FOUNDATON, AND/OR OTHER ASSOCIATED ITEMS OF THE FOUNDATION ARE NOT BY
JOB NUMBER: X3625
BELE HN BUILDING SYSTEMS,
4, FOUNDATIONS MUST BE DESIGNED FOR LOCAL SOIL CONDITIONS BY A QUALIFIED FOUNDATION ENGINEER TO
LOADS.
SHAPELY SUPPORT MANUFACTURER
6. IF BUILDING MANUFACTURER S NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DAMAGES INCURRED IN THE
NAME: MADISION CO.TRANSFER STATION
ERECTION OF BUILDING COMPONENTS NOR FOR THE INSPECTION OF ERECTED COMPONENT, i0 ASCERTAIN SAME.
O
6. re"'N'YIIATED
ADDRESS: 510 AIRPORT ROAD
LINEERNTIONDRABAYGREICRITOAPRoODTMAoraATY11THLITYOMRIE11SDTRIUUC.UR
R TI L E F E G PL T
ALL & U"°Mo aELS E AN INTENAL PART OF THE STRUCTURAL SYSTEM. UNAUTHORaED REMOVAL OF
PANELS ISNPRNIBITED. ARE
CITY, STATE: REXBURG, ID 83440
o m
8. DOME IN ACCORDANCE WITH
SHHE AMERCANINLLDNGESOCIETYYS(AN9)DD1T OR"D S AS`APPLIICA9E'BY AWS`CE n
BUILDER: STEEL VISION CONSTRUCTION, INC
LU
CERTIFIED MOLDERS CLApED To
PERFORMTHE PROCEDURE ON'-S)'FOR
BUILDINGSTSITED IN CANADA.'ALLFIELDY WELDINGPEHALL BE DONE GIN ACCORDANCE EWUN CSA (CANADIAN
UP
DUAILIOF U TO PERFORM ^T)HEEWELLINO ASSTANDARD RDS ECTEDW BT THEAAPPLICABLE W111NDAN "IN'ELL NOBUREAUPROCEOUREO SPEGHCATON
(WED). A AFE SHALL BE PREPARED BY THE CONTRACTOR FOR EACH WELDING VARIATION SPECIFIED, UNLESS
OTHERWISE APPROVED, USE E7018 ELECTRODES. THE CONTRACTOR SHALL PROVIDE FOR ANY SPECIAL WELDING
INSPECTION AS REQUIRED BY CODE.
STEM ,HALE COMPLY, A APPLICABLE ERECTION
MINIMUM, WITHACT
' EREEn°" OF THIS MET"`
N SECTION F STANDARD
TOLGERANCES TOR 'S, OD INE
AESIB DESIGN AFSSTEEL STRUCTUF ESAANARD.R.TS InGE FOR STEEL AND
° CTI M
PANEL, TRIM AND FRAMING INFORMATION
ROOF PANELS TRIM
CE
D NO S DUALITY ACCREDITED OR CERTIFIED AS INNSYSTEME ED ON
T472MINSPECTION
C
SERVICES (%A AS__PROGRAM FOR THE MANUFACTURE OF METAL BUILDING,
CERTIFICATE NUMBER cAN/CSA A660-10 DERTIFICATION of MANUFACTURERS of STEEL BUIIDNG
TYPE: ADP1 GAUGE: 26 COLOR: GALVALUME RAKE: GAUGE: 26 COLOR:
SYSTEMS CERTIFIED BY QUASAR, CERTCATE NNMBER BEHMFE0
UL90 CERTIFICATION: NO EAVE GAUGE: 26 COLOR:
ACCORDANCE ONTH U. FOR ALL `U1_NGSAWSEWELD PROTHUS`CEDURES BY An CERTIFIED WELDERSUDING FORMWITH CSA 'FEED PROCEDURES BTED BY BENUEN HAS BEEN DONE '"
CWS CERTIFIED WELDERE FDIC ALL BUILDINGS SITED IN CANDA, ALL WELDING PERFORMED BY BEHEN HAS
HEADER: GAUGE: 26 COLOR:
CANOPY ROOF PANELS SILL: GAUGE: 26 COLOR:
BEEN DONE IN ACCORDANCE WITH CSA WELD PROCEDURES BY CWs CERTIFIED WELDERS,
JAMB: GAUGE: 26 COLOR: ..
WIND PRESSURE DIAGRAM
12. THE PREFERRED ATTACHMENT DETAIL FOR A PURLINHANGER IS AN ATTACHMENT TO THE BACK OF THE WEB OF
THE PURUN. PRO DING THIS METHOD of ATiaCHMENr WILL ENABLE COMPLIANCE WTH THE HANGING LOAD
TYPE: ADP1 GAUGE: 26 COLOR: GALVALUME COPED FLASHING: GAUGE: 26 COLOR:
UL90 CERTIFICATION: NO BASE SEAL: GAUGE: 26 COLOR:
Components & Cladding
REQUIREMENTS OF NFPA 13:9.2.1.3.1. C-CLAMPS SHALL NEVER BE DIRECTLY ATTACHED TO THE LIP OF THE
PURLIN FLANGE AND MUST NEVER CAUSE DEFORMATION OF ANY PART of THE PROFILE OF THE PURLIN.
�O CORNER: GAUGE: 26 COLOR:
SOFFIT: GAUGE: 26 COLOR:
Widt� Lengihl P"' ) Suction(psf )
WALL PANELS
',',(pP
Zone (ft it Member Panel Member POnel
TYPE: ADP1 GAUGE: 26 COLOR:..
1 16.00 16.DO -16.00 -46.3D
CANOPY SOFFIT PANELS
2 S00 16.00 16.G0 -28.00 -67.60
3 5.00 16,00 16. DO -28.00 -67,60
4 5.°° SDo ,6.00 ,6.00 -42.06 -24.85
e i9:is 22:94
MATERIAL PROPERTIES
1. STRUCTURAL WELDED SECTIONS ASTM A572, A529 OR A1011, DR. 55
1
TYPE: ADP2 GAUGE' 26 COLOR
5.00 -2296 -30:5�
7 19AD 22.90 -21.10 -24.90
8 5.00 19.10 22.90 -23.00 -30.63
2. HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A500, DR. B
3. STEEL PIPE ASTM A501 OR A53, GR. B. Fy=36 KSI
4. HOT ROLLED SECTIONS ASTM A572, A529 OR A992, GR. 50
5. HOT ROLLED ANGLE ASTM ASS, FV36 NEI OR A572, GR. 50
PRIMARY FRAMING
6. HOT ROLLED ROD ASTM A572, F) 50 NEI OR Fy 60 NEI
MAIN FRAMES DARK GRAY PRIMER
ENDWALL FRAMES DARK GRAY PRIMER / GALVANIZED
8 7 8
7. CABLE BRACING ASTM A475, EXTRA HIGH STRENGTH
WIND COLUMNS & BENTS DARK GRAY PRIMER
8. COLD FORMED ROLLED SECTIONS ASTM MOO SS DR. 55 OR HSLAS DR. 55
CLASS 1, ASTM A653 SS DR. 55 OR HSLAS
NOTE: SINGLE CEE & DOUBLE CEE ENDWALL COLUMNS ARE GALVANIZED
ASTM A653
SS 50ACLASS
GR I G9o`cALI)
SECONDARY FRAMING
6 6
9. ROOF AND WALL SHEETING ASTM A792, GR. 50 OR GR. 80
GIFTS, SAVE STRUTS, PURLING GALVANIZED
10. HIGH -STRENGTH BOLTS ASTM A325, ASTM A325T
DOOR/FRAMED DRUG. GALVANIZED
CLIPS DARK GRAY PRIMER
2 2
1
11. SECONDARY MEMBER CONNECTIONS ASTM A307, ASTM A325, ASTM A325T
12. WASHERS ASTM F436
4 3 4
IMPORTANT TRIM &PANEL INFORMATION
4 3 4
TRIM, CARE SHOULD BE TAKEN TO AVOID DAMAGE
LOAD DATA
BUILDING DESIGN CRITERIA
CAUSED BY BUCKLING.
AT IM COMPONENTS HAVE A TOOTECTIVE FILM COLORED
GTE( CL)A)SSE d
DESIGN THE APPLICABLE SO
C�SDTEDCE NTH
1
THAT�MUaL_@E REMOVED PRIOR INSTALLATION.O PROLONGED E EXPOSURE TO
VISIONSLOADS
PROF THE BUILDING CODE BELOW. S1 (%g) 14.2 Sdi: 0.2118
2 2
RAIN AND/OR SUNLIGHT WILL ADVERSELY EFFECT THE PROTECTIVE FILM MAKING
REMOVAL DIFFICULT.
H PROTECTIVEFILM HAS N EXPOSEDFOR MORE THAN
FOR TRIM WHOSE
SEISMIC DESIGN CATEGORY D
SEISMIC IMPORTANCE FACTOR 1.00
BUILDING CODE IBC 18 R 3.50 & 3.25
RISK CATEGORY II - Normal Cs I x Sds / R
6 6
WEEKS.
GRAVITY LOAD DATA WIND LOAD DATA BASIC STRUCTURAL SYSTEM SUMF SOCBF
TRIM\PANELS ARE MADE OF THIN GAUGE METAL AND HAVE LARGE FLAT SURFACES
ANALYSIS PROCEDURE Equivalent Lateral Force
WHICH CAN CAUSE THE TRIM/PANEL TO HAVE A WAVINESS ACROSS THE FLAT AREAS.
ROOF LIVE LOAD (psf,^) 20.OD WIND SPEED, V-.It (Mph 115 BASE SHEAR Trans, kips : 9.20
THIS NATURALLY OCCURING CONDITION IS OFTEN REFFERED TO AS OIL CANNING AND
IS NOT A CAUSE FOR REJECTION.
MIN. ROOF SNOW LOAD (psf) 42.00 WIND SPEED, V-asd (mph): 89.08 BASE SHEAR Long), kips : 10.04
Pg (psf) 50.00 WIND EXPOSURE C
Pf (psf) 42.00 WIND IMPORTANCE FACTOR: 1.00
8 7 8
$HOP PRIMED STEEL.
SNOW IMPORTANCE FACTOR 1.00 GCp i= : 10.18
BEHLEN IS NOT RESPONSIBLE FOR REPAIRS OF DAMAGED PRIMED SURFACES OR REMOVAL
CA 1.00 DESIGN WINO PRESSURE (P,psf) : SEE WIND PRES. DIAGRAM(S)
OF FOREIGN MATERIAL DUE TO IMPROPER STORAGE OR SITE CONDITIONS. BEHLEN IS NOT
COLLATERAL LOAD ((psf) 15.00 LIVE LOAD DATA
TO ENSURE PROPER ERECTION OF THIS BUILDING
RESPONSIBLE FOR DETERIORATION OF THE SHOP COAT PRIMER OR CORROSION DUE TO
ATMOSPHERIC OR ENVIRONMENTAL CONDITIONS, NOR THE COMPATIBILITY OF THE PRIMER TO
RAIN ON SNOW (psf) 0.00 FLOOR LIVE LOAD (psf) N/A
SNOW DRIFT (psf), WIDTH (ft.) : N/A CRANE LIVE LOAD (Tons) : N/A
ANY FIELD APPLIED COATING. BEHLEN WILL NOT BE RESPONSIBLE FOR CORROSION OR
DAMAGE TO A PRIME PAINTED STRUCTURAL STEEL MEMBER THAT IS A DIRECT RESULT OF
*Non -Reducible
THE FOLLOWING ERECTION GUIDE(S) ARE REQ'D.
IMPROPER HANDLING, IMPROPER STORAGE, OR DUE TO SITE OR ATMOSPHERIC CONDITIONS.
BEHLEN WALL PANEL: ADEL
BEHLEN ROOF PANEL: ADP1
BEHLEN ADVISES THAT PRIMARY STRUCTURAL MEMBERS BE INSPECTED UPON RECEIPT AND
IMMEDIATELY NOTIFY BEHLEN IF ANY MEMBERS APPEAR TO HAVE A PRIMER DEFICIENCY SO
THAT BEHLEN MAY IMMEDIATELY INVESTIGATE AND ADDRESS AS NEEDED.
BEHLEN LINER PANEL-
IF THIS SET OF DRAWINGS WERE
BEHLEN
RRTRUO D YTURALGRROSION RESIST ARE NOT O AADv RE NTEDCATfTMD OF ECORpOSIGON REGSpSTANT MaN RIAL IXt
ER
SCEANEDPRIMIN
ACCORDANCE W1IHCSSPC515 (STRUCTURANTAL STEEL PAINSIRC COUNCILI. MEMBERS ARE ACCORDANCE
SENT VIA E-MAIL, THEY ARE
WITH SSPC-SY AND SSPC-SP2 PRIOR TO APPLICATION WITH A M OF 1C MILS DRY THICKNESS THE SHOP
COAT PRIMER IS INTENDED TO PROVIDE TEMPORARY PROTECTION TO THE COATED MATERIAL DURING °SLIVERY
COPIES OF THE ORIGINALS THAT
ARE PRINTED AND ON FILE AT THE
ANDINTENDED
ERFORMFOR OAS, NOR°DS OF EXPOSURE TO ORDINARY ATMOSPHERIC BE AN EQUIVALENT SUBSTITUTE FOR. A FINISH GCOAT SYSTEMHNORR'AD A' IS NOT
65 EST X3625
HOME OFFICE OF BEHLEN MFG. CO.
COME
THE ORIGINALS
FINISH CNGAT SYSTEM. CARE SHOULD BE TAKEN IN PLANNING A PROJECT SCHEDULE AND JOB SITE STORAGE TO
MIT- XRKSURE IG THE ELEMENTS. P H IS SPORED IN THE FIELD PENDNc
This.Ocament has been
GI
WITH THE ENGINEERS SEAL ARE
ERECTION s U BE KEPT RE of THE cRourvoR'AN'"'I"NE'o TO MN VE WAE -Ho Nc POCKET, MU
electronically sealed and
.
CONSIDERED THE LEGAL DOCUMENTSOR
OTHER TOTER
digitally signed by
DRAWING SUBMITTAL
CONDITONSCGABRASIONSSTOORROSION THE SHOPMAY COATECAUSED BY HANDLING, NGSSHIPPINGre UNLOADINGSAND'ERECT ERECTING ARED
UN- ABLE, E THE STEEL SUBSTRATE IS EXPOSED, IT WILL RUST N THE PRESENCE OF MOISTURE. As LONG AS
Stephen J. Reiners, P.E.,
IS NOT CONTINUOUS. OF THE IS NOT
THECAN NOOITEO.EBEHLEN
SNOW DRIFT DIAGRAM using my digital signature. Printed
STATUS
12713
ADDIDONAL PRIMER UPONNRED EST ATAANNTEGRITY
DDNIONAL COSTS THEER
SPPLYEXPOSUR
PRIMER COAT IS
COAT AND POST APPLICATION OF SUPPLEMENTAL PRIMER MAY YIELD CONTRASTING COLOR VARIATIONS
copies are not considered signed netl and
P 9
Ap W� q
FOR CONSTRUCTION
DEPENDENT ON APPLICATION METHOD, THICKNESS, OR LOCATION,
sealed. The signature must be
vAerified^onanyelectronicdocumTeLntt..
a0
ahFN J
( ) FOR APPROVALS
INSULATION
( ) FOR PERMIT
TW ONLY
USE ONLY
RCEIR RIGID
Apr 26 2022 2:40 PM
NOT FOR CONSTRUCTION
X FOR
REVIEW ONLY
NONE OTHERS BBY EHLEN OVER ZEES FLANGE BR UP BOARD
ROOF: �
SCALE : NONE
By J. FORBES alE
�p
WALL:
4 25 22
,E 4 z6 2z
MADISION CO.TRANSFER STATION
REXBURG, ID
BEHLEN MFG. CO.
COLUMBUS, NEBRASK
vdW
THERMAL BLOCKS:
v GLH
TE 4 26 22
4 26 22
GENERAL INFORMATION
"' X3625 s 1 a
ETIE
REVISIONS
DRAYM BY
DATE
CHECKED BY
DATE
WPRM BY
DATE
H VDED BY
DATE
a Y GLH ATE
Y 21/2"
1"
EW
1 3/11 3/4"
b
'AIL A Base EL. 102'-0"
3 3y8. B.
I I
2 1
10
1/2"
1 3/4"L-U1 3/4" 8"
AIL B Base EL 102'-D"
3;8• B"
®® 31/2'
■■
2 1/2
SW
b
n
r,
-F
O q"
J
EW/
SW q
See Plan
DETAIL D Base EL. 102'-0"
1/8" VARIES 1 8"
-1 F
i i
FRAMED OPENING IN MASONRY WALL
LVI
3 oe d 11 i`mll+o i55 °W+a 4s5W°e1ertt
e° + o ,e- lertlnow n Ni9M1t1
5 O.60e`ootl+O.6wnee�t3
0 ED
WnE1m91L
B0 O.6DeBOOL+O.6Wn01onIS
NBSL1
13
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VfintlSuctim
1
5 D etl`+°Clat o�+O6wBE3resa
IN
ure+O6vnntllongtL
emen S ai
i8 De66ap`+°
Cono tfiNr0�e06�'inUS+es6We�O6vn°tl ,2L
UUB. in Son91L
x5nE3reaaure+O.O-d-L-92L
22 De°d+Colloter°I+E2UNB_EL-R
04
2
3
20'-0"
20'-0"
20'-0"
19'-7
19'-1.,
I----------------
st—
WX-Bra irly ----I -----------
C
C
D
;AA
AYi
SE
Finished
Floor 71--100'-0"
w
a
a
ASE
AI
g
o�
• •
X-Bracing
—5lemwa7rErv=1U2=0'^--------------
20'-0"
19'-7"
20'-0"
20'-0"
101
b b
ANCHOR BOLT PLAN
NOTE: All Base Plates ® 100'-0" (U.N.)
b
RIGID FRAME: M
—Cool RJeeocouo `W.
Id H Id H
1 B 13
0.0 12D1 11 0.0 -2.1
RIGID FRAME: MAXIMUM
Frm DOI U. e°<o°V.
°ma Im,a. 2 3
RIGID FRAME: BAGS COLUMN REAcnoNG (A 7
Froma c°wm° _____overt I' Vertew_____WI°tlsam--vn°a�+ignn-
Do
1 — _ - -W 4S.IVM1 `2-—Vfintllon�t- —Wnd— 2- - mic16It S.i tigrtt
°.3 3a _ _
. SLS4 DO 4.3 0.0 2.1 Do 2.1
I.I. eo:z seDaz.o Hao sB Sv°ex eoo�B vets
1+ R 0.0 3.1 Do 1.5 0.0 6.9
Froma c°wm° _____oem----- codmer°I_----- Llre_________y,ew_____w°tlsam--xs°d�I9M1r1-
2+c A R-D7 Vc2.3 Nat? Vc- N- Vc9.9 �.6 20.8 No09 VC 5.6 53 Vc9.5
_ ;°r.tl�iaen Cora°tla0°g,- ;or,.°^a r2
ENDWALL COLUMN REACTIONS(k )
MAXIMUM HORIZONTAL 1,
Ott sn) A
." FED
® 32 Frame/1 FI554 2.50
— Ca o� Sei m PO(Iti/n)B°
N(M17
D 3S 4.0 31 ED ED (M1)
e P4' 0 9
12713
10 O pj
N�t«p9TF OF
yFN J. PE
MADISION CO.TRANSFER STATION BEHLEN MFG. CO.
REXBURG, ID COLUMBUS, NEBR.
r�
�i
BOLT TABLE
FRAME LINE
1
LOCATION
UAN
TYPE DIA LENGTH
Columns/Not
1 4
A325A325 1 2 1 1 2
MEMbEK I ABLE
FRAME LINE 1
MARK PART
LENGTH
EC -1 W8XIO
EC-2 W8X10
111-2 1 i6
18'-2
D
50'-0" OUT -TO -OUT OF STEEL
A
DJ-1 8C76
OJ-2 8C146
DJ-3 8C16
10 i 8`
17'-7 7 8"
12'-2 5/8'
DH-1
8C16
13'-11 3/4'
'
C B
111-2 8C16
G-1 8Z16
3'-3 3/ 8
7'-7 5/
19'-0" 12'-0" 19'-C"
G-2 BZ16
G-3 BZ16
1'-9 1/2"
1 V-3 1 2"
Qi 1/2"
1 1/2
CONNECTION PLATES
12
F A
AG81 AG81
L
3 CP146
5 1I
6 CP96
L __ 1
_ I
9 !4
a
I
TRIM TABLE
AE LINE 1
DA PART
1 TW1-16
3 TE31-20
°I
4 TR1-20
I
p
6 TR211
7 TW24-16
1O
18
I
1
TW23-6
9 TW21-16
,HI
DH-
111
TW15W1
12 T3
I
L�
14'-0` I�'-6' I 2'-6" 14'-0"
I�'-6"
LEFT ENDWALL FRAMING: FRAME LINE 1
Ql 1 /2"
5 8
1 1 /2" 1
H�
3 4 3 4
O I I O
iV � ih I I n I N
1� 17
O O
N
1
m m
I
1 1
I
O
L-------------- ------ -- -------------------
--�
LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. Al - Need Color Ceram -A -Star
®- DENOTES FIELD LOCATED ACCESSORY
(SEE ACCESSORY SHEET)
SCALE
NONE
Country Madison Transfer
Rexburg ID 83440
BEHLEN MFG. CO.
COLUMBUS, NEBRASK
➢wnvn sv
WTE 2/ I/22son
�.
OPPR➢ a
BY
➢ATE
ENDWALL FRAMING
J➢B 16
SHI. ff
L
REVISIONS
BRAIIN BY
DATE
DECIEO
DATE
N1pMB
DATE
WVM
DATE
LETT
REVISIONS
DRAWN BT
DATE
DEOEO BI
DATE
NPWM
DATE
REVEVEN
DATE
BEvsVrt➢ By
➢ E
E
G-2
G-3
G-
_ -G=f —
G-3
DH-1
I
I
I
I
I
I o
QI
I
I
3--------
I
----
DH-1
0
o I
-------------
i
G-2
G-3
G-2
[ EC
1
FIELD L
3'-4
GATE EC
2 ]
BOLT TABLE
FRAME LINE 4
LOCATION UAN TYPE DIA LENGTH
Columns Rat 4 A325A325 1 2 1 1 2
MEMbEK I AbLE
FRAME LINE 4
MARK PART LENGTH
EC-1 W8X70 18 -2 1 16
EC-2 W8X10 18'-2 1/i 6"
DJ-1 8C16 15'-10 i 8`
A D DJ-2 8C74 17'-7 7 8"
50'-0" OUT -TO -OUT OF STEEL OH-1 8C16 13'-11 /4`
G-1 8Z16 7'-7 5/ "
B C G-2 SZ16 V-9 1/2"
G-3 8Z16 11'-3 1 2"
CONNECTION PLATES
FRA
P R
1 b1
AG81 AG81 2 b2
3 CP146
12
5 P96
2 � 7C5148
6 114
r H
FRAME LINE 4
a i I 3 TWi; �20
H-!I 4 TR1-20
I � 5 TR3-1
I 6 TR21
7 TW24-16
.o •I I 8 TW23-16
m
I 1I
EC-1 EC-2
14'-0" I"'-1 I 12'-6" I 14'-0" 12'-6"
RIGHT ENDWALL FRAMING: FRAME LINE 4
Qi 1/2" 5 8 1 1/2"12 �
H�
3 4 3 4
O I I O
iV � ih I I n I N
1� 17
O O
N
O
1 al m O
I I
- -- -- - - -- -
2
L-------------- ---------------- ------------- --�
RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 4
PANELS: 26 Go. Al - Need Color Ceram -A -Star
®- DENOTES FIELD LOCATED ACCESSORY
(SEE ACCESSORY SHEET)
SCALE NONE Madison Country Transfer BEHLEN MFG. CO.
➢wnvn sv WTE 2/ 1/22 Y
Rexburg ID 83440 COLUMBUS, NEBRASK
OPPR➢ a BY ➢ATE J➢B 16 SHI. ff
L REVISIONS ORAIIN BY DATE DECIEO DATE NPWa DATE WVM DATE LETT REVISIONS DRAWN BT DATE DEOEO BI DATE NPWM DATE REVEVEN DATE BEvsvE➢ By ➢ E ENDWALL FRAMING
_ — -G=1
G-2
G-3
G-
�=t
G-3
DH-1
I
I
I
I
I
0
QI
I
I
I
I
I �--------
I
----
DH-1
0
o I
-------------
I
I
I
I
I
�
I
I
I
I
EIS
G-2
G-3
G-2
D -I
---�-------2
-
�
SPUCE PLATE & BOLT TABLE
CAP PLATE BOLTS
Mark TotY Bat Int Type Diu Length Width Thick Length
Mark
Oty Type Dia Length
SP-1 4 4 0 A325 0.750 2.50 5° 3 8` 1'-10 7 8` EC-1
4 A325 0.500 1.50
AL NA M M
EC
4 A325 0.500 1.50
Frame
Line OID Mark
4 A EC-2
B EC-1
FLANGE BRACES: Both Sides(U.N.)
A — L7.5x16G
9 16 6 ®3'-11
6 ® 3•-11 9 i6•
Q7 1 /2"
1 1 /2"
12
1Fl
0� �)_ �A(1 F83Qpq(1)
12
�30Q�1) FB3�1 FB30
..4g, L1)
rn
a
RF1-2 RF1-2
I
I
N
n+ w
m 1
I in O
i �+
�0_
I w 1¢ W I
�+
6
I
I
I
I
I n
8" 1'-01 2"
17'-31 2" 17'-31 2'
1'-01 2"
e"
CLEAR + — CLEAR + —
19'—O" 12'-0"
C B
50'-0" OUT —TO —OUT OF STEEL
D
A
RIGID FRAME ELEVATION: FRAME LINE 1 4
ERECTION NOTES.
1. THE 'APPLICABLE WALL PANEL ERECTION GUIDE' IS TO
RIGID FRAMES BY THIS MANUFACTURER ARE DESIGNED TO BE FASTENED USING
BE USED IN CONJUNCTION WITH THESE DRAWINGS TO
A-325 HIGH STRENGTH BOLTS BY THE 'SNUG -TIGHTENED' METHOD, AS DEFINED
DETERMINE COMPLETE ERECTION REQUIREMENTS.
AND DESCRIBED IN THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
2. ALL FLANGE BRACING MUST BE INSTALLED AT FRAME
SPECIFICATION (RCSC, 12-31-2009), SECTION 4.1, 'SNUG -TIGHTENED JOINTS'
LINES AS SHOWN.
(REFERENCE SECTION 8.1)
: NONE
Madison Country Transfer
YRexburg ID 83440
BEHLEN MFG. CO.
COLUMBUS, NEBRASKD
➢ . 2/ 1/22
ID
BY
➢ATE
RIGID FRAME ELEVATION
SHr.L
REVISIONS
DRAWN BY
DATE
DECEO
DATE
NPF VID
DATE
OVONB
DATE
LETI
REVISIONS
BRAWN BT
DATE
DEM BC
DATE
NPWM
DATE
REVEVEB
DATE
BY
ME
SPUCE PLATE & BOLT TABLE
Mark Top Bat Int Type Di. Length Width Thick Length
SP-1 4 4 0 A325 0.750 2.50 6' 5/8` 2'-9 7/8`
SP-2 4 4 0 A325 0.750 2.50 6' 1 2' 2'-4"
OFLANGE BRACES: Both Sidea(U.N.)
A — LI.5x16G
9 16" 6 ®3'-11
6 ®3•-11 9 i6•
Q7 1 /2"
1 1 /2"
12
o
12
FB3§5 1) FB36spi1)
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RF2-2 N RF2_2
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6"
V-7 7/16"
43' 2'-7 7/16`
�
n
CLE
50'-0" OUT —TO —OUT OF STEEL
D
A
RIGID FRAME ELEVATION: FRAME LINE 2 3
ERECTION NOTES.
1. THE 'APPLICABLE WALL PANEL ERECTION GUIDE' IS TO
RIGID FRAMES BY THIS MANUFACTURER ARE DESIGNED TO BE FASTENED USING
BE USED IN CONJUNCTION WITH THESE DRAWINGS TO
A-325 HIGH STRENGTH BOLTS BY THE 'SNUG -TIGHTENED' METHOD, AS DEFINED
DETERMINE COMPLETE ERECTION REQUIREMENTS.
AND DESCRIBED IN THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
2. ALL FLANGE BRACING MUST BE INSTALLED AT FRAME
SPECIFICATION (RCSC, 12-31-2009), SECTION 4.1, 'SNUG -TIGHTENED JOINTS'
LINES AS SHOWN.
(REFERENCE SECTION 8.1)
: NONE
Madison Country Transfer
Y➢n. Rexburg ID 83440
BEHLEN MFG. CO.
COLUMBUS, NEBRASKD
➢ . 2/ 1/22
ID
BY
➢BTE
RIGID FRAME ELEVATION
SHI.L
REVISIONS
DRAWN BY
DATE
DECE0
DATE
NPF VID
DATE
OVONB
DATE
LETI
REVISIONS
BRAWN BT
DATE
DEIIEO IY
DATE
NPWM
DATE
REVEVEB
DATE
BY
ME
SPECIAL BOLTS & WASHERS
;,WASHERS
ROOF PLAN
O ID UAN LENGTH W T
1 4 A325 1 2 1 1 2
M M A
ROOF PLAN
MARK PART LENGTH
P-1 1OZ14 21 -8 5 8
P-2 1OZ14 23'-51/2"
P-3 1OZ14 21'-8 5/8"
E-1 10E14 19'-11 /4a
E-2 1OE14 19'-11 3/4
E-3 lOE14 19'-11 3/4"
CB-3 WR4 3'-6"
CB-4 WR4 20'-0"
CB-5 WR4 3'-9"
CONNECTION PLATES
R F P
P R
1 1 7
TRIM TABLE
ROOF PLAN
OID PART
1 TM104
1
4
60'-0" OUT -TO -OUT OF STEEL
2 3
20'-0"
20'-0" 20'-0"
D
E-3
E-2 E-1
m
m
a
a
m
1°0
IN
P-1 T
P-2 T
ROOF PANEL SEAM TY
ES
ROOF PANEL SEAM TYPES
ROLL -AND -LOCK SEAM ROLL -AND -LOCK SEAM TRIPLE -LOCK SEAM
SEAMING TOOL)
(CRIMPED WITH MANUAL TRIPLE -LOCKS M <UNSEAMED) (ATY:�;CL
TRIPLE -LOCK SEAM
ROOF PANEL ROOF PANEL RO
ROOF PANEL
ROOF P ELL
NEL
IP
AT PmFi S[%t9PSEAjRETWEEN CLIPS FINISATDPA19AM CLIPS BETWEEN
CLIPS
MWAESFARO®FOffFMOREMARE8EQUIRE67vovwvwDENDtEg- -W-RDONOTBSTAREDUOFE8O
F THAT REQUIRES
BACK SINE
❑Q
FRONT SIDE
ORIENTATION
®- DENOTES FIELD LOCATED ACCESSORY
(SEE ACCESSORY SHEET)
QUADRI-LOCK
(AT CLIPS)
QUA➢RI-LOCK
ROOF PANEL
ROOF PANEL
PANEL
CLIP
AT PANEL CLIPS
BETWEEN CLIPS
AREA OF ROOF THAT REQUIRES
®DENOTES
QUADRI-LOCK
SEAM
ROOF SHEETING PLAN
PANELS: 26 Ga. At - GALVALUME
Madison Country Transfer
Rexburg ID 83440
ROOF SHEETING
BEHLEN MFG. CO.
COLUMBUS, NEBR,
SPECIAL BOLTS
o ID UAN TYPE DIA LENGTH WASH
1 1 4 A325 1 2 1 1 2 0
M M A
FRAME LINE D
MA K A LN
DJ-4 BC16 9-2 3 16
DH-3 BC16 5'-11 /4"
DS-1 OC16 5-11 3/4"
E-1 lOE14 19'-11 A
E-2 lOE14 19'-11 3/4
E-3 lOE14 19'-11 3/4"
G-4 SZ16 20'-9 5/8"
4
60'-0" OUT -TO -OUT OF STEEL
1
G-5 BZ16 21'-7112`
G-6 BZ16 20-9 /8"
CB-1 WR6 20'-0"
3 2
CB-2 WR6 6'-3"
20'-0"
20'-0"
20'-0"
CONNECTION PLATES
1 M 1
2
3 el
E-1
E-2
E-3
4 CP96
5 e2
\ /
6 CP148
\ /
TRIM TABLE
II
\ /
in
a H- a
\ a -3
DH-3
01D PART
1 T W1-1
2 TW11-20
----
G_SL `
G-4 — — — G-6
----
3 TE25-20
4 TE1
\ /
5 TE22-20
7
TE79
o
8 TE15-1
a2
o
G-
27
G
G-"
o in
10 TE
12 TE73
13 TW16
15 TW14
16 TW72
\
--.
I
-----
—--------
/------- — ------ --------
I I
—-------
I
RF7-1
FIELD LOCH
RF2-1 FIELD LOCH RF2-1
FIELD LOCH
RF1-1
6'-0
6'-0
6'-0
GIRT
a a/�� B 3LI:
LAPS
BACK SIDEWALL FRAMING: FRAME LINE D
I
I
(Gutter with 3 downspouts)
a e B o
3 4 s
B e a n
❑ 1
❑
BACK SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Go. Al - Need Color Ceram -A -Star
®- DENOTES FIELD LOCATED ACCESSORY
(SEE ACCESSORY SHEET)
SCALE NONE
Madison Country Transfer
Y
Rexburg ID 83440
BEHLEN MFG. CO.
COLUMBUS, NEBRASK
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REVISIONS
DRAWN BY
DATE
DECE0
DATE
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DATE
OVM
DATE
LETT
REVISIONS
DRAWN
DATE
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RE.
DATE
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SPECIAL BOLTS
o ID UAN TYPE DIA LENGTH WASH
1 1 4 A325 1 2 1 1 2 0
M M A
FRAME LINE A
MA K A LN
DJ-4 BC16 9-2 3 16
DH-3 BC16 5'-11 /4"
DS-1 OC16 5-11 3/4"
E-1 lOE14 19'-11 A
E-2 lOE14 19'-11 3/4
E-3 lOE14 19'-11 3/4"
G-4 SZ16 20'-9 5/8"
1
60'-0" OUT -TO -OUT OF STEEL
4
G-5 BZ16 21'-7112`
G-6 BZ16 20-9 /8"
CB-1 WR6 20'-0"
2 3
CB-2 WR6 6'-3"
20'-0"
20'-0"
20'-0"
CONNECTION PLATES
1 M 1
2
3 el
E-1
E-2
E-3
4 CP96
5 e2
\ /
6 CP148
\\
TRIM TABLE
II
//
in
a H- a
\ a -3
DH-3
01D PART
1 T W1-1
2 TW11-20
----
G_SL `
G-4 — — — G-6
----
3 TE25-20
4 TE1
\ /
5 TE22-20
7
TE79
o
8 TE15-1
a2
o
G-
27
G
G-"
o in
10 TE
12 TE73
13 TW16
15 TW14
16 TW72
\
--.
I
-----
—--------
/------- — ------ --------
I I
—-------
I
RF1-3
FIELD LOCH
RF2-1 FIELD LOCH RF2-1
FIELD LOCH
RF1-3
6'-0
6'-0
6'-0
GIRT
9 3/I� 9
LAPS
9 3/4'
FRONT SIDEWALL FRAMING: FRAME LINE A
7
7 7
7
(Gutter with 3 downspouts)
a e 9 0
3 4 s
B e a n
❑ 1
❑
FRONT SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. Al - Need Color Ceram -A -Star
®- DENOTES FIELD LOCATED ACCESSORY
(SEE ACCESSORY SHEET)
SCALE NONE
Madison Country Transfer
Y
Rexburg ID 83440
BEHLEN MFG. CO.
COLUMBUS, NEBRASK
➢9ava By
➢are 2/ 1/22
j
aj#PW0jTE
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➢are
SIDEWALL FRAMING
J➢B 16 SHI. ff
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REVISIONS
DRAWN BY
DATE
DECE0
DATE
ffWa
DATE
OVM
DATE
LETT
REVISIONS
DIWWN
DATE
OENOIJ
RE.
DATE
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