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e, <br /> HM DETAIL A <br /> TEC1-I \1ICAL SERVTC ES <br /> o <br /> DETAILS A, A2 z <br /> u <br /> DRAWN BY:CASH M.CARR -, <br /> DATE:5/12/2022 c l <br /> PAGE NUMBER:3 0 <br /> z <br /> I I I I I I BEAM Al: <br /> /55x11 875 GLB UPP�RONORp <br /> • <br /> 0 1' 2' 3' 4' 5' <br /> tI WEB `.. <br /> WEB <br /> SCALE: 1"= 1' <br /> NIX N. <br /> I \ LOWER CHORD <br /> / \ <br /> LSTA24 STRAP BETWEEN UPPER AND LOWER CHORD <br /> BEND TOP AND <br /> 5 1 " INSTALL BOEFORE HORDS CINSTALLING BEAM.BOTTOM. TEMPERARY SUPPORT <br /> 2 45 DEGREE STRAP ANGLE EACH TRUSS <br /> AT LOCATION OF WEB <br /> DTT1Z TENSION TIE <br /> INSTALL ON LOWER CHORD SIDE <br /> HU26-2 <br /> DOUBLE JOIST HANGER <br /> DETAIL A2 <br /> REPAIR EXISTING TRUSS <br /> EXTENT OF SPLICE <br /> 10'SPLICE LENGTH <br /> BEAM Al: <br /> A NF2 UQQER GHORp <br /> Ce <br /> 5.5"x11.875"GLB gpSNS\C'SWEN Pt 6 O G' <br /> S <br /> U SPptENSS\O\NSp.c(OZ <br /> Ce <br /> N 5 PC'�REp <br /> • <br /> O 2x,SDWS SCREWS AT SPLICE END <br /> ((�� ]]�� z <br /> 1.CHA L WEB <br /> WEB`, <br /> C;ZN. <br /> CT' dCh�i*Ash ,, <br /> 01. <br /> IIIIII <br /> MALMIMINI- LOWER CHORDOr <br /> -A..;.. <br /> ATEMPER A RY cuPPO RT <br /> f5.; __ <br /> SPLICE WITH 2x4 HF2 EACH TRUSS <br /> FASTEN SPLICE WITH AT LOCATION OF WEB <br /> 'I 0.22"x3"SDWS SCREWS AT 3"O.C. <br /> 7i 44 <br /> f� ' IN STAGERED PATTERN <br /> .1 50570 c Tyr LSTA24 STRAP BETWEEN UPPER AND LOWER CHORD <br /> ;/_� z. SPLICE <br /> GIS ' 0.5 INSTALLBEND BOFORE INSTALLINGCHORDS B AM.- AROUND TOP ANDBOTTOM 10'SPLICEXTENTOEFLENG H <br /> 45 DEGREE STRAP ANGLE <br /> SS/0 k DTT1 Z TENSION TIE <br /> LOWER CHORD BLOCKING 2x,SDWS SCREWS AT SPLICE END 3 1 o <br /> HU26-2 EXTENT OF EXISTING TRUSS <br /> 5/18/2022 � <br /> DOUBLE JOIST HANGER (THIS TRUSS WAS CUT) <br />