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<br />DRAWING INDEX DRAWING RELEASE HISTORY s i
<br />DRAWING TITLE PAGES TYPE DATE DESCRIPTION GENER?IL NOTES
<br />Cover Sheet 1 ANCOR ROD DRAWINGS 912012006 FOR CONSTRUCTION MATERIALS. ASTM DESIGNATION
<br />3 PLATE WELDED SECTIONS A529, A572, A1011 SS GRADE 60
<br />Notes 2 PERMIT DRAWINGS 9112!2006 PERMIT SET- For Building Dept Approval COLD'FORMEO LIGHT GAGE SHAPES A1011 SS GRADE 65
<br />Anchor Bolt Plan BRAG RODS A672 GRADE 65 }
<br />3-4 C>ZEGTSON D2AcJ7orws OIIz912-OG rM CONST2ucrzoik) HOTROLLEDMILL SHAPES A39,A572,A529,A992 GRADE 36KSIORGRADE 50
<br />Prima Structural HOLLOW STRUCTURAL SECTION (HSS) A6oD GRADES
<br />IY 5 1o CLADDING A6163, A792 GRADE 50 CLASS 2 OR GRADE 80, .
<br />Secondary Structural 81.15 11325 BOLT TIGHTENINGREQUIREMENTS
<br />Covering ti6-20 ``4 ?,
<br />ITISTNERESPONSIBILITI^O0, .. ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE
<br />REGULATIONS THEFOLLOW! IG.CRRERIAISINCOMPLIANCEWRHTHELATEST. SPECIFICATIONS, HOWEVER THEER?PTOR
<br />Special Drawings
<br />"IERESPONSlBLETOVERIFY40?ALAUTHORITY REQUIREMENTS. Standard Erection Details 21.23 ALL CDNNEC EW
<br />ITH 11326 BOLTS MAYEE TIGHTENED TO THE "SNUG TIGHT CONDmON AS PERMITTED BY THE
<br />24 ?ECIRCATI CTURALJOINTSUSINGA326ORA490BOLTS(2004ED).UNLESSINDICATED AS
<br />PRETENSIOA9004W
<br />EREINTHESE DRAWINGS;CRAMND TEDBELOw.
<br />A k it`•
<br />COM t 5 Z5 %PRE-TENSION BOLTS ON PRIMARY FRAMIN 0 LTED BRACING, AND STFW CONNECTIONS IF LOCATED IN ISC SEISMIC
<br />RERFORMANCE I DESIGN CATEGORY 0,E OR F, USC ZONE 3OR 4, NBCC20NES 30R GREATER. SEE CODE3't y
<br />ANDIAADSNOTESBELOW FORSEISMIC DESIGN CATEGORY. {
<br />.a eBEIENS[ON. BOLTS.ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF :.
<br />BUILDING SUPPORTS ACRANE YVITHACA I YGREATERTHAN5TONS ?. N
<br />T
<br />- CONNECTIONSTNATSUPPORT HINERYANDOTHER SOURCES OFIMPACT ORSTRESS REVERSAL IAU6T a
<br />r. . '.
<br />BE PRE-TENSIONED;;
<br />VP BUILDINGS
<br />i ALL: SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH sC DESIGNATION MUST BE f•
<br />VARCO"PRUDEN PRE-TENSIONED. SC TYPECdANECTIONS MUST BE FREECF PA071 OIL OR OTHER MATERIALS THAT REDUCE THE
<br />FRICTION AT CONTACT SURFARq: u q,
<br />SEC NDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS"SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS 8s5 ' E21s? UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS
<br />o WASHERS ARE NOT REQUIRED FOR "SNUG-TIGHT" CONNECTIONS. PRE-TENSIONED CONNECTION TIGHTENED USING THE f.
<br />TURN-OF•THE-NUT METHOD 00 NOT REQUIRE WASHERS.
<br />CODES AND LOADS r
<br />40
<br />WHEN, MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OWUPANGES BUILDING DIMENSIONS r
<br />,yam i ° HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES;'ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN ` d r k
<br />p INDICATED BELOW. SEECALCULATION6.FORFURTHER DETAILS.
<br />fi? gyp;' a ?,•
<br />j z y Building Code: 2003 International Bull" Code
<br />Pump Station: Building Use:Standard Occupancy Structure, Collateral Gravity: 6pOPO (Not lneludAghI gwt)
<br />rr e
<br />w { WE LOADS ANDRAINFALL
<br />xj
<br />flue Load 30.00pa}(NOtReducible) x. Y i E' Rainfall* 4.00Inches perhour s SNOWLOAD
<br />E Root Snow. 100.00 psi FIN Roof Snow:.100.00 pN I
<br />°+ ?F I Snow Exposure Categarya Fully Exposed
<br />$nowImportance. 1.000 Thermal Category ae Heated (100
<br />WIND LOAD k
<br />a Wind Speed: 80,00 mph; Wlnd Exposure: C x
<br />f/.
<br />eC BaelaWind Pressure: 1T.31pN
<br />Bind Importadce Factor 1A00, Fla, Topographic Factor 1.0000
<br />Wind Enclosure: Enclosed, 0.180 ,
<br />Note: N the building Is deeBned as ENCLOSED, all vdndows, doors, skylights
<br />Died above wimllceda n !
<br />-^- r andother covered openings must bedesigned lar0reSpec
<br />EARTHQUAKE DESIGN DATA i
<br />1
<br />Faterel Fares Resisting Systems using Equivalent Fora Procedure
<br />r? Mapped Spectral Response • Ss:3Y 70 %g, 81;5 20 %g
<br />T Seiemta Hazard IWe Group: Group 1
<br />U ): _ Seismic PerformanceFDeNgn Category: C (See Daft Tightening Nate Atwve)
<br />l SelemkSnow Latl"-20.00pef. •' r
<br />Smamlolmpadenae:1A00 i .'.
<br />" Soft Profile Type, SSRsell (0,4)
<br />Deelgn Spectral Response • Sds. 0:31154, Still: 0.1312 t
<br />Ordinary Stec) MomeN Fremss 1
<br />R' Frame Redundancy Factor1,0000 _
<br />Framing R. Factor., 5,0000, FrameSelerutIcFFactor (So):0.1029,Design eiseshear 0.1029W itw0
<br />6 •.. OMInary Steel ConcenMcBraced Frames
<br />?pAl7 ,
<br />? + Brege Redundancy Factor1A000 a s w"
<br />. .••? Yj7
<br />• I BredngRfactar:3A000.Brace eeiomipFactor (Y,ak0.1N1,Design Bass SMU+0.1118W
<br />evq:
<br />'t qg
<br />ug d OY'.
<br />I. n I S°y:
<br />u" n S p t'U 5 '- RUN r- f •' G,? '
<br />ILI: VP 8uI Sp c. 3200 Players Clu Clrel emphis TN 38125 e ¢ = a 2,0
<br />.. Ndl nµ r . I
<br />I.
<br />Rnowwa0ea+a j CSA pt:,
<br />TNa 9e ENGINEER'S SEAL APPLIES ONLY TO THE NORx PRODUCT OF VP .. x111 PflOVDED SOIETYOFTom 1"Palo" iM G?IIIEaAl01NC .. .. .
<br />AND. DESIGN AND 'PERFOMNCS MWIRENENTS SPECIFIED BY VP.' THE REwm57NEPROPE COVER SHEET
<br />PP EN?NEER'9 BEAL DOES NOT APPLY TO THE PERFORIRUTCE OR DESIGN .' " euaDER mea
<br />8 AR'E.OYIIER PRODUCT OR COMPONERT FURNISHED BY VP EXCEPT. TO. .. DESCREEDINTNEAPPUG&EP= HASE0A0ERAND i ;, lelewrBeBdhig6ysteme . e .
<br />DESIGN OR PERFORMANCE REQUMEHENT6 SPECIFIED BY VP.. SHALL NOT BEMODIFIED REPRODUCED ORU6EDF0A: (?`? .: M0060037A-01
<br />ANY OTHER PURPOSEYATHOUTPRmRWRnTEN VA U' GIEfm ER
<br />APPROVALOFVPSMDNGS ..> .. 1 „. GLVaxMalybdaaam Co.. [aLE i
<br />n 09 ;
<br />CONIPACTORANDgfl ERECIaA19BOlElY. ?B LOCATION
<br />THE GINERAL
<br />RESPONSIBLE FORAaCURATLOODDmWRY '; FdacgCOlerado ,
<br />aNPORwuacE"waaAxs"P s carat
<br />IN ERECTING ago NaMTHIS' BUE DIN
<br />oaAwlNpp,0ET??aeRamO177gqggDRMMxa UP BUILDINGS,INC. VARCPnNOEN 8J:
<br />'ALLAPPOCABLNW ERECTIONGDmF$ Climax 93 Dam P=P Station : !. _.__ i''•
<br />m WMPO. .. ?.... ... . ... PR0IECT
<br />AAA tNM.=VATAMAA PP+IAPA l
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