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Q Frame Member Schedule OA325 Bolt Connection 6 Plate Schedule Frame Clearances <br />(CX006) and 4(CX007): 251-7 3/4" <br />en members 1 <br />b <br />t <br />Part Hem. Width Thickr `Webthk D thl De th2 A rox. L th Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. , <br />we <br />e <br />Clearance <br />201-1 11/16" <br />CXO06 1 6" .2500 .1345 11---O" 11-8" 201-1 11/16" Dia. Length Thick. Out In Bolt Vert. Clearance at member.l{CX0061: <br />251-1 1/16" <br />7 <br />RBX002 2 6" .2500 .1345 l'-8" 21-4" 271-8 1/4" A 6 3/4" 2" 1/2" 2 1 ): <br />Vert. Clearance at member 4(CX00 <br />Finished Floor Elevation = 1001-0" (Unless Noted Otherwise) <br /> 3 6" .1875 .1345 21-4" 1'-0,, B 2 3/4" 1 1/2" <br />CX007 4 5" .1875 .1345 l'-0" 1'-9" 26'-4 11/16" <br />Crane <br />Clearances at bottom of Runway Beam <br />EPX002 5 5" .1345 .1644 1'-0" 1,-0" 211-6 5/16" Vert. Clearance at CRANE DATA 1-1(Left):, 11-10" <br /> Horz. Clearance at CRANE DATA 1-1(Left): 11.-0 5/8" <br /> Vert. Clearance at CRANE DATA 1-1(Right)t 61-1 3/4" <br /> Hor2. Clearance at CRANE DATA 1-1(Right): 11-9 3/8". <br />1 <br />7 4'-0" <br />6 4 1/2" <br />6. 2 6 41-6 3/16". <br />4 4" <br />3 4'-6" ?. <br />2 1 5/8 <br />1 <br />1 3'-5 5/8" BL to CL of Runway Beam <br />I Dimension Key . <br />m. <br />AA <br /> (4) '/a"X-1 '/e" BOLTS (49145) <br /> 000:I2 a 5, o" <br />'B WITH WASHERS (46.750) <br /> 29 -._. <br /> m? <br /> ?nA00 <br /> °n"u , , M,m^10n ! w <br /> <br /> T <br /> <br /> <br /> Fe2ova <br /> <br /> <br />I xoxoo2 <br />069fl050T0 I <br />, <br /> ..i_ ..: .: _.. _...... .._.. .... .. .. ._ .. . ... ....._._._...._._. .._._ ....... _ ...._._ <br />i <br /> <br />F82064 21-4 3/4" C/C o <br />' f Runway Beams <br /> See.Drawing; C I{M1NE DATA 1-1' : - <br /> <br /> <br />''/e"X 2 %4",BOLTS <br /> <br />( 49168) 0 <br />m <br />M <br /> ALSO BEVELED WASHER (46045). <br />a <br />j <br />O r <br />N <br />F82054 <br /> <br />e <br />n <br />C . J Pe2050 <br /> a <br />0 <br /> raj <br /> <br />I <br />i ORE <br /> <br />e I <br />{ <br />' <br />LQ,.gn ? ld,•gn. <br />FRAME CROSS SECTION AT FRAME LINE(S) 1 <br />P' I ... , <br />VP Ref. Shape Name "punpSGlloPYhO2, Fwme4 FOR CONSTRUCTION <br />L USE 1D X 1112A326 SNUG TIGHTENED BOLTS FOR PURUN TO <br />FRAME, GHT TO FRAME, AND GIRT TO CLIP CONNEC110N6 <br />UNLESS MDTED OTHERM L <br />L SWRENFORCEMENT PLATES NEED NOT BE LOCATED ONTHE SAME <br />SIDE OF THEWESASTHEHILLSIDEWASHM - <br />THE VP ENGINEER'S SEAT. APPLIES <br />ONLY TO THE MORE PRODUCT OF <br />VP AND DESIGN AND PERFOAHRNCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />HOT APPLY TO THE PERFORKWCE <br />OR DESIGN OF.ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />rom mcs REQUIREMENTS <br />SPECIFIED SY VP. <br />VP Bu6dllgs Inc. FRAME CROSS SECTION AT FRAME LINE(S)1 <br />3200PIayewClub CIrcN MempAIsTN 38126 <br />nV au er OFSWPIaa ' Lefever Bullding System <br />amoeEaClLnml Molybdenum Co. - mE <br />100'0"Frhee,CetorWo .. 9120 006 <br />BUILDINGS Det""M <br />" O Clhnax03DamPump SUUon vleco4wme RM Si <br />"? n <br />4 A.