HomeMy WebLinkAboutPlans3'
4' 11'
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ROOF PURLINS.
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---T.O. WALL SLOPES
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CONT.
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VERIFY 1
A
END DETAILS
N T.S.
DETAIL -1
N.T.S.
DETAIL -3
NTS.
DRAWING NUMBER
DRAWING NUMBER
DRAWING NUMBER
0
0
CO
09 OCT 2015
ISSUED FOR CONSTRUCTION
B
08 OCT 2015
REMOVE SIDING AND GIRTS, UPGRADE STEEL FRAMING
A
NUMBER
01 SEPT 2015
DATE
ISSUED PRELIMINARY - FOR REVIEW AND COMMENT
REVISION DESCRIPTION
411111.1111.11111111.111111.111101r1- • SnirICR AL • BI42,109R9
RIFLE, COLORADO
970-625-2774
DRAWING ISSUE STATUS
14 PII -
ASCE
NS.P.E
C.C.EC.
APPROVED FOR
CONSTRUCTION
DESIGN CRITERIA
DES/GNSMOW LOAD: 40PSF.
DESIGN WINDLOAD: 99MPH, EXP C, 619 SEC. GUST
SEISMIC- SITE CLASS D
STRL/CTUR,4L STEEL
t DESIGN, FABRIICAT7OIV, WVRKMANSH/P, AND MATERIALS SHALL
CONFORM TO THE LATEST EDITION OFTHE A/SCSPECIRCAT/ONFOR
DESIGN, FABRICATION AND ERECT1ONOFSTRLACTUR4L STEEL FOR
BUILDINGS AND THE A/SCCODE OFSTANDARD PRACTICEF7RSTEEL
BUILDINGS AND BRIDGES ALL &2LTEDCONNECTIONS SHALL BR IN
ACCORDANCEWITH THE SPECIFCATONSFOR STRUCTURAL LYNTSXING
ASTM A325ORA4,90BOLTS
2 ALL MATERIALS USED ON THIS PROJECT SHALL CONFORM 70 THE
FOLLOWING SPECIRCA TIONS UNLESS' AOT ED OTHERWISE ON THE DAV &
STRUCTURAL STEEL SHAPES ASTMA-992
HOLLOW STRUCTURAL SECT7ONS ASTM A-SJJGR0. B
STEEL PLATE ASTM A-36
HIGH STRENGTH BrL TS ASTINA-325
HEAVY HEX NUTS ASTM A -
HARDENED WASHERS ASTM F436
AiVCHORBOL TS ASTM A-307
WELDINGEZECTTTODES AWSE7DXX
3. ALL FIELDGXWNECTIOMS, /MCLUDINGBRACING C,OMVECTIOA SHALL BE MADE
WITH 34' DIAMETER A325-NHIGH STRENGTH BOLT5 UNLESS' OTHERWISE NOTED.
BOLT HOLES SHALL BEDRILLED ORPUNCHED, MANUAL FLUIfE-L7/THOLES ARE
PROHIBITED. STANDARD FRAMED CONNECTIONS SHALL BE PROVIDED FOR
CONNECTTMGB&W T0BEAMAND BEAM Tt7COLUMN UNLESS NOTED OTHERWISE
FRAMED CONNECTIONS SHALL BE THE MAXIMUM LENGTH AS ALLOWED BY THE
AIX SPEC/FI(CATONNOTED. BDL IEDG'OINNECTICWSSHALL BE BEARING TYPE
WM/ THREADS EXCLUDED FROM THE SHEAR PL4NEUNLESS MOTED OTHERWISE.
BOLTS FOR STAIR BR4CINQ HANDMILS KICK PLAIESSHAL( BES4'D/AMETER
A307. BOLTSFORSTA/R TREADS SHALL BE5►B'DIAMETER A307. ALL BOLT HOLES'
SHALL BE 1/16'LARGER THAN THEBOLTDIAMETER UNLESS OTHERWISENOTFD.
4. GUSSETS ANDSTIFFENERSSH4LL HAVE MN THICKNESS OF3irAND
SHALL BE INSTALLED IN PAIRS UNLESS NOTED OTHERWISE
5. ALL WELDSSHALl BEINACCORDANCE WIIIy771ELATFSTEDITION OFAWS.
FLAME --CUT EDGES SHALL BE GROUND SMOOTH. REMOVE ALL BURRS
6. ALL GZONNECTIVASSHALL USE AMINIMUM OFTWO BOLTSOR
SUFFICE/VT WELD FORA 10K LOAD U.N.O.
Z THEENGINEER MIST APPROVE ANY SUBST171/7 0NS1INMATERIAL OR
MEMBER&
8 F1LLSSH4LL BE/NSTALLEDATALL DOUBLE ANGLES. ANGLES SHALL BE
INSTALLED WITH LONG LEO VERTICAL UNLESS NOTED OTHERN2SE
.9 STRUCTURAL CONNECTTONSSHALL BEMAOESUCH MAT WORA1NGLINES OF
STRUCTURAL MEMBERS INTERSECT ATLOCATONS THATWILL NOT PRODUCE
ECCENTR/CITYORBENDING ATTHE JOINT UNLESS SPECI%7CALLYSHOWN
OTHERWISEON THE DESIGN DRAWINGS.
10. SINGLE UNESSHOWN ONSTRUCTVR4L DRAWINGS, PARTICULARLY FLOOR PLANS,
INDICATE THE NEUTRAL AXIS OF THE DESIGNATED STRUCTURAL SHAPES, OR
COMPOUND SEC77ONS, OR THE BACKS OFCHANNELSUNLESS DETAILED
11. COAT7NGOFSTRUClURAL STEEL SHALL BEASFOLLOWS.
SURFACE PREPARATION SSiPC,SP6-63 COMMERCIAL BLASTCLEANING.
PRIMER COAT- SHERWINW/LLIAMESMAQ70PIOXY846ORC-0.
/NTERMEDIATECOAT- N/A
TOP COAT: :SHERN9NWILUAMSM4CROPDXY546OREQ, COLOR BYOWNER
APPLIC4T0N14ML MN, 6/ 11 MAX OFT /NACCORDANCE WITH
THE MANUFACTURERS INSTRUCTIONS.
12 BASE PLATES MAY NEEDALEVELING LAYER OFSTRUCTURAL M 9N -SHRINK
GROUT WHICH SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI
AT28DAYS ALL GROUT SHALL BEMASTER BUILDERS GO. OR APPROVED
EQUAL
13. EPDXY FOR DOWELS ANDA CHR BOLTS INTO EX/STINGFOUNDA770N
SHALL BESIKADUR31-IIiMOD GEZ OR AN APPROVEDEQIUAL INSTALLED PER
MANUFACTURERS/NSTRUC770NS.
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PLATES WELDED TYP
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PL & (2)3/4' BOLTS
DETAIL -2
nex2000L
N.T.S.
ONE ASSHOWN - ONEOPP. HAND
W6x27
EXTENDE
RAPIER
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1/7'END PLATE
W14x3I HEADER
DETAIL4
N.T.S.
W+5x2O RAFTER
I4?Tx2OFRAME
h
MOTE.'
UPONRECE/PT OF THIS DRAWINGS THE CONTRACTOR / BUILDER SHALL MAK EA T, iOROUGHAND
DETAILE 0 REWEW OF ALL ELEMENT SOFTHIS DR MINS AND NOTEANYC'SCREPANC/ESy COW'Z/CTS,
ERRORS, OMISSIONS, OR OTHERIRREGULAR/TIESy AND PROMPTZYREPORT ANY SUCH F7ND/AMS TO
7 1E OWNER AND THE ENGINEER PRIOR T7 ANY PROCUREMENT, FABRICATION, ORCONSTRCACPON.
SOLVAY CHEMICALS, INC.
SODA ASH CONVEYOR E UILDING
......
DRAW:
ACAD2015 8/15
SAS.
APPROVED.-
STEEL BUILDING
PLAN, ELEVATION, AND DETAILS
SCALE -
CAD
ALE. -CAD FILENAME.•
1/4' =
DATE: a9 OCTOBER 2015
PARACHUTE, COLORADO
PROJECT NUMBER:
31.1