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oo� <br />12 <br />4 1/220.6 �\ <br />21� xl- <br />2 <br />O <br />4:12, 0.033" x1216' <br />BENT PLATE PANEL <br />SAVE RECEIVER <br />0.033 <br />�N <br />L <br />�5� k <br />� 2R6 <br />DETAIL PANEL <br />EAVE CAP AT <br />WALL LINE "A" <br />PANEL CAP "A" PCA <br />1 DETAIL <br />S4.6 <br />SCALE: W=1'-0" <br />12 <br />4 1/2 20.6° <br />11'-8 5/8" <br />@ CENTER <br />col'T <br />N <br />11'-7 1 /4"......... --.-............. ............ _................................... <br />T.O.B. 2" MIN. 2" MIN. <br />121— <br />32' <br />DETAIL BEAM CAP AND <br />SCREW RECEIVER AT <br />V � !-.I I. V I a x I a ..J L..1 11 <br />DETAIL <br />12 <br />4 1 /2 20.6 <br />9,6 <br />4:12, 0.068" x1215" <br />BENT PLATE STUD + <br />TOP TRACK AND <br />SCREW RECEIVER <br />— 6" LD. - <br />II&MIark <br />WALL TRACK AT <br />WALL LINE "A" <br />STUD CAP "A" SCA <br />2 DETAIL <br />S4.6 <br />SCALE: 6"=1'-0" <br />$" ASTM 563 GRADE C NUT <br />m 0.570 0 x6'-7" ASTM A193 <br />GRADE B7 ROD WITH 2" OF <br />ROLLED THREAD EACH END <br />DETAIL HANG ROD HR <br />8 DETAIL <br />S4.6 <br />12 <br />4 1/2 20.6° <br />e6 4.5:12 BENT PLATE <br />eL 18'-8 1/8" _ SCREW RECEIVER <br />@ CENTER SEE DETAIL <br />4:12, 0.068" x916" BENT cl <br />PLATE BEAM CAP AND <br />SCREW RECEIVER <br />0.068" <br />............................................................................................................................. <br />�--�-- 2" MIN. MIN. <br />5" <br />DETAIL BEAM CAP AND <br />SCREW RECEIVER AT <br />BEAM LINE "B" <br />BEAM CAP "B" BCB <br />DETAIL <br />SCALE: 6"=V-0" <br />3 <br />112-13 A307 <br />12 12 <br />41/2 20.6 , 4 <br />24'-7" <br />RIDGE �......... .........._.__.._......__. 4„ <br />3p <br />4:12, 0.068" x11 16" <br />BENT PLATE STUD <br />TOP TRACK AND <br />SCREW RECEIVER <br />N i N <br />0.068" j <br />216" '-� <br />DETAIL STUD <br />WALL TRACK AT <br />WALL LINE "D" <br />STUD CAP "D" SCD <br />4 DETAIL <br />S4.6 <br />SCALE: 6"=V-0" <br />12 <br />18.4° 4 <br />_1 <br />24°*4 <br />2 <br />_a <br />4:12, 0.033" x1216"- <br />BENT PLATE PANEL <br />EAVE RECEIVER <br />0.033" <br />DETAIL PANEL EAVE CAP <br />AT WALL LINE "F" <br />PANEL CAP "F" PCF <br />9 DETAIL <br />S4.6 <br />SCALE: 6"=1'-0" <br />12 <br />18.4° ` <br />4 <br />1,2 0rF.068" <br />4:12, 0.068" x916 BENT <br />PLATE BEAM CAP AND <br />............SCREW RECEIVE1. R <br />MIN - <br />��--2' . �" <br />5" <br />L6100 <br />co <br />............................. <br />MIN. <br />DETAIL BEAM CAP AND <br />SCREW RECEIVER AT <br />BEAM LINE "E" <br />BEAM CAP "E" BCE <br />5 DETAIL <br />54.6 <br />SCALE: 6"=V-0" <br />12' 7" — 12" 1" 1" <br />I co <br />ii <br />BOTTOM TREAD PLATE BTP <br />DETAIL <br />19'-4 1 /8" <br />r M <br />00 <br />M <br />M M <br />� N <br />12 n. u- 0 <br />18.4° 4 <br />............................................................................ <br />_................ <br />15'-31 /8" O <br />@ CENTER p U <br />m z <br />FF w <br />+ 4:12, 0.068" x1216" 0 N Z <br />En <br />M4 BENT PLATE STUD - - <br />TOP TRACK AND ImoO <br />SCREW RECEIVER U) °' W <br />+ W J J <br />0.068" 3: LL m <br />Ll L, �< <br />N A a02 <br />6" W. <br />DETAIL STUD <br />WALL TRACK AT <br />WALL LINE "F" <br />STUD CAP "F" SCF <br />6 DETAIL <br />S4.6 <br />SCALE: 6"=V-0" <br />64' <br />14 3-4 14 <br />O O <br />IN <br />�I� <br />O <br />12 <br />DETAIL CIP ANGLE CA <br />10 DETAIL <br />CUT AND BENT PLATE <br />PL 16 <br />3 x12x1'-1 -I' <br />3� 6" —� I <br />S4.6 <br />SCALE: 3"=1'-0" <br />7" 21 <br />. I <br />12 7" 12, <br />r <br />Fes-- 7" --►I <br />TYPICAL TREAD PLATE TTP <br />DETAIL <br />CUT AND BENT PLATE <br />PL is x12x1'-516' <br />717„�I <br />6 <br />c _ ® •� LL 6 °• E <br />O,' <br />�r3) <br />� < CID <br />as®a►lalll�m�' 0 m <br />LL J U) W ❑ <br />Wm-jLL1 a0ow=m <br />WJ m2�O�F- <br />W�pWWWOmNmWW <br />0Z,9LwL 0�<�- <br />F- <br />--00Wofmo❑Z=I� <br />=05t(„OLLWWm� <br />�J���~ W FF--LLLJLUm <br />OW z Z m W W m Z <br />Z= ❑�QO <br />LuYF-QtoCOI-O W a <br />U >- LL W U W <br />-2O ❑ O w <br />W <br />Q <br />0 <br />U) <br />Z <br />O <br />W <br />w <br />11111111 <br />�llJ <br />0 <br />Ld <br />W <br />0 <br />>O <br />LL <br />a— <br />W <br />-� <br />0_ <br />W <br />a <br />m <br />M <br />LLI <br />N <br />JOB NO. <br />E19-751 <br />DATE <br />02/04/2020 <br />DRAWN <br />SLC <br />DESIGN <br />JWB <br />STEEL DETAILS <br />S�SCALE: 3"=1'-0" <br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. <br />SCALE: 3"=V-0" <br />SCALE: W=V-0" <br />S4.6 <br />