HomeMy WebLinkAboutENGINEERED ANCHOR BOLT 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
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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
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-SW MEMBER
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ETArvoARai'NDucMelNc LLCHANICA4
PROTECTION,PAwRnwGicNanop
LEI Ic P REL K, R R1.F TURAL REPONSIBIUTEE RA PRo Ec
PHONE: 402-564-3111
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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.behlenbuildin s tems.com
www.behlenbuildingsystems.com
BUILDING INFORMATION
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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`APPLI AWS`CE n
BUILDER: STEEL VISION CONSTRUCTION, INC
LU
A9E'BY 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 E
TOLGERANCES TOR 'S, OD IN
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
COME
HOME OFFICE OF BEHLEN MFG. CO.
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
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MADISION CO.TRANSFER STATION
REXBURG, ID
BEHLEN MFG. CO.
COLUMBUS, NEBRASK
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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
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1 3/11 3/4"
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19'-7"
20'-0"
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ANCHOR BOLT PLAN
NOTE: All Base Plates ® 100'-0" (U.N.)
b
RIGID FRAME: M
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12713
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N�t«p9TF OF
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MADISION CO.TRANSFER STATION BEHLEN MFG. CO.
REXBURG, ID COLUMBUS, NEBR.