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<br />8- <br /> <br />8- <br /> <br />G- <br /> <br />cp <br /> <br />cp <br /> <br />40' 0 OUT/OUT OF STEEL <br /> <br />cp <br /> <br /> - <br /> 1'-2 18'-10 18' 10 l' 2 <br /> ! <br /> 1\ "B" ~"A" t\ "a" <br /> V "J V <br /> . . . . . . <br /> I I "J <br /> I 1 <br />C) I I I "J <br />I <br /><>:l <br /> ~ <br /> I I I .. <br /> , I , "D" <br /> "e" <0 C) <br /> . ,I 1 <br /> L~ . I I I <>:l I{) <br /> - <br /> , I I [j <br /> .. I::! <br /> "J 2 I I I V) <br /> ,I , I , ~ <br /> "J "J <br /> 2 I I- <br /> ~ ::J <br /> I I I ~ <br /> I <0 l- <br /> I I ::J <br /> .. , I . ~ () <br /> I---- 0> . !'C" C) <br /> '" <br /> I I I ,I <br /> C) <br /> I I I "J <br />C) <br />,I <0 <br />~ -' I 1 I , <br /><0 I <br /> - I I <br /> I I I I C) <br /> ,I <br /> , I I I I{) <br /> "0" I <br /> ~ - <br /> . . <br /> ~ <br /> I I I <br /> ',; <br /> ", I I I <br /> "J <br /> -' <br /> '" I I I <br /> . . . . .1. <br /> T <br /> "B"~ .' <br /> "J "A"~ "B"~ <br /> <br />[j <br />I::! <br />V) <br />~ <br />I- <br />::J <br />~ <br />I- <br />::J <br />C) <br />C) <br />,I <br />C) <br />"J <br /> <br />;4l1/CHOR ROD SETTING PLAN <br /> <br /> <br />SC>~ r-III.) ",40,/ - V/5-'- Y7/Y <br /> <br />C <br /> <br />B <br /> <br /> <br />A <br /> <br />1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF THE <br />MANUFACTURER AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL <br />DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, <br />OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF THE <br />MANUFACTURER. <br /> <br />2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD <br />QUALITY WORKMANSHIP IN ERECTING MA TERIALS FOR THIS BUILDING IN CONFORMANCE WITH <br />THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE MANUFACTURER <br />ERECTION GUIDES, AND INDUSTRY STANDARDS. <br /> <br />3. REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACH LOAD GROUP APPLIED TO THE <br />COLUMN. THE FOUNDA TlON ENGINEER WILL DETERMINE AND APPL Y THE APPROPRIA TE LOAD <br />FACTORS TO CALCULATE THE MAXIMUM OR CONTROLLING LOAD COMBINATIONS. <br /> <br />D <br /> <br />4. ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION A T THE BOTTOM OF THE BASE <br />PLA TE. THE LENGTH OF THE ANCHOR ROD AND THE METHOD OF LOAD TRANSFER TO THE <br />FOUNDA TlON ARE TO BE DETERMINED BY THE FOUNDA TlON ENGINEER. <br /> <br />5. FOUNDA TlON MUST BE SQUARE AND LEVEL. <br /> <br />6. ALL ANCHOR RODS MUST BE TRUE IN SIZE, LOCA TlON AND PROJECTION. <br /> <br />7. PROJECTlDN SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE. <br /> <br />8. THIS DRAWING IS FOR ANCHOR ROD PLACEMENT ONLY AND IS NOT FOUNDATION DESIGN. <br /> <br />-8 <br /> <br />fI: <br /> <br />-8 <br /> <br />-G <br /> <br />~ <br /> <br />1'-0 <br />3 4 <br /> <br />0'-101 <br />3 4 <br /> <br />{~ <br /> <br />BASE DETAIL <br /> <br />BASE DETAIL <br /> <br /> <br /> <br />SECT/ON "A" <br />r~ ANCHOR RODS <br /> <br />SECT/ON "B" <br />r~ ANCHOR RODS <br /> <br />BASE OF STEEL AT ELEV. 100'-0 <br /> <br />BASE OF STEEL AT ELEV. 100'-0 <br />81 <br /> <br />2 4 <br /> <br />n; <br /> <br />81 <br />2 2' <br /> <br />BASE DETAIL <br /> <br />- <br />"J <br />~ <br />8 <br />:;:: <br />cj <br />L..: <br /> <br />9' <br />2 2' 5 <br /> <br />"J <br /> <br />~ <br />BASE DETAIL <br /> <br /> <br /> <br />:"j <br /> <br />-" <br /> <br /> <br />SECT/ON "c" <br />r~ ANCHOR RODS <br /> <br />SECT/ON "D" <br />r~ ANCHOR RODS <br /> <br />BASE OF STEEL AT ELEV. 100'-0 <br /> <br />BASE OF STEEL AT ELEV. 100'-0 <br /> <br />FINISH FLOOR AT ELEVA TION 100'-0 <br /> <br /> <br />CHECKED <br />TDJ <br /> <br />DATE <br />5/10/10 <br /> <br />NOT TO SCALE <br /> <br /> <br />ALLEN D. HURTZ, P.E. <br />WISCONSIN P.E. E-29426 <br /> <br />ANY LA TER MAILING VOIDS THIS DRA WING. <br /> <br />THESE DRAWINGS AND THE METAL BUILDING THEY REPRESENT <br />ARE THE PRODUCT OF STAR BUILDING SYSTEMS OR A DIVISION <br />OF ITS AFFlLlA TE NCI BUILDING SYSTEMS - 8600 SOUTH <br />INTERSTATE 35, OKLAHOMA CITY OK 73149. THE ENGINEER <br />WHOSE SEAL APPEARS HEREON IS EMPLOYED BY EITHER STAR <br />BUILDING SYSTEMS OR A DIVISION OF ITS AFFlLlA TE NCI <br />BUILDING SYSTEMS AND IS NOT THE ENGINEER OF RECORD <br />FOR THIS PROJECT. <br /> <br />GENERAL STEEL CORPORATION <br />c/o Building Services Group 10639 W. BRADFORD RD <br />UTTLETON, co 80127 <br />PHONE: 800-404-6974 <br />FAX: 303-904-8833 <br /> <br />JOB NO. <br /> <br />12 B 49011 <br /> <br />BUILDER: <br />GENERAL STEEL CORPORA TlON <br /> <br />LITTLETON, CO <br /> <br />CUSTOMER: <br />MANASSEHS RIVERS <br /> <br />STOUGHTON, Vl1 <br /> <br />DRA WING NO. <br /> <br />F1/L <br />