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-' - S 202 PDF PAGE 1 - 1/15/2008 1:57:59 PM <br />I <br />IN <br />M <br />L <br />K <br />J <br />H <br />rN <br />F <br />r <br />.7 <br />A <br />Gj <br />mlCC <br />R <br />-1n <br />I ) PRE-WR WD TRUSS <br />5-202 <br />2 )CONC ISLAND <br />5-202 <br />3,1 3,, <br />8 35" 8 <br />43,, <br />8 <br />3 STL SADDLE <br />5-202 <br />ADDLE WELD TO 5T <br />OL AFTER HEIGHT I� <br />ETERMINED IN THE <br />ELD <br />m <br />1 /2"O HOLES FOR 7 <br />BOLTS (TYP) <br />3 4 1 5 16 7 8 9 10 I I 12 13 1 14 15 <br />2'- 13 45 9, 33 45, 2113 <br />4 1 8 8 8 4 <br />NOTE: <br />1 I. TRUSS TO BE DESIGNED BY PRE-FAB TRUSS SUPPLIER <br />2. WEB MEMBER LAYOUT IS FOR REFERENCE ONLY. <br />3. REF NOTES ON SHEET 5-00 1. <br />H555X5X 1 /4 <br />STL COL <br />1� - r( - 02;-0" <br />COL WRAP <br />REF SPECS <br />(TYP) <br />m"N <br />2 I 3 I 4 <br />1 2"x 12"x3/4" <br />STL BASE <br />PLATE WJ <br />IN <br />4-3/4" AB <br />— <br />H555X5X 1 /4 <br />STL COL <br />=iN <br />I <br />—IN <br />5 I G <br />12" 42" 42" 12° <br />I <br />F <br />L — — <br />I <br />I <br />4 STL BASE PLATE <br />5-202 <br />7 <br />DF�I TOP P.—ATE <br />(115' BLDG PvIFK) <br />(Lj 2x4 STUD: - <br />1 DEAN/ <br />LG'D BEARI�.�� <br />(E' BLDG M� i ) <br />21, <br />:ONT <br />D <br />4-H7Z <br />,IDE <br />CONNECTION @ BLDG <br />NT = I'- C—�-.--2 _,.-..._ ALE: NJ <br />8 <br />9 <br />i0 <br />m� <br />3, 3,, <br />6A" 83,5 8 <br />—I N <br />- <br />m1� <br />mlco <br />-1� <br />Lnico <br />Ln <br />I I <br />N� <br />m <br />—IN <br />I IVLL,J I VN J/`t I I IITV <br />BOLTS (8 LOCATIONS) <br />� <br />L <br />- <br />cal co 4` 38,' <br />I„ I, 3, 3, <br />12 14 118" 8 8 <br />5 CORNER STEEL SADDLE <br />5-203 ALE: 311 <br />IMPORTANT NOTE <br />IT IS THE RESPONSIBILITY OF THE GC TO REVIEW AND <br />REFERENCE STRUCTURAL NOTES FOR IMPORTANT <br />INFORMATION ON SITE PREPARATION FOR ALL <br />FOOTINGS/FOUNDATION BEFORE ANY CONCRETE IS <br />FRAMED AND POURED <br />12 13 <br />onald <br />F <br />1420 W. Mockingbird Lane, Suite 540 <br />�...`obeits <br />Dallas, Texas 75247 <br />Phone: (214) 637-6299 Fax: (214) 637-6997 <br />Associates, Inc. http://www.rara.net <br />Consulting Engineers <br />14 15 IG <br />° 4 o <br />LU <br />° E ° <br />44 <br />U D��O�,LN <br />° N <br />o <br />E <br />M <br />W E � cn N <br />j u) <br />N — 10 <br />3 <br />t m <br />„ T ,� <br />Imo— �z� <br />m M �z <br />7) -Z <br />7) <br />O <br />O <br />� <br />� C <br />L <br />Q <br />Q O <br />O <br />U <br />75 <br />D <br />E L <br />M U <br />U <br />K <br />— <br />cn <br />J <br />� <br />U <br />S L <br />L <br />O E <br />Z �9 <br />z �t <br />• N <br />(S) n <br />_S-_ LQ U <br />w 0 <br />SEAL <br />z <br />SEAL <br />G <br />F <br />V <br />z <br />Q <br />m <br />Q <br />E <br />z <br />o <br />—J <br />lL <br />z <br />n <br />Q <br />On <br />U <br />D <br />LL_ <br />z <br />C O_ <br />LLJ <br />rV <br />ISSUE DATE <br />I <br />DRAWN BY: M. TURNER <br />CHECKED BY: M. TURNER <br />PROJECT#: <br />050-07-4570 <br />SHEET TITLE: <br />A RIVE THRU CANOP` <br />SKEET: <br />5-202 <br />5HT: OF: <br />