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(E) WF BEAM, <br />ORIENTATION VARIES <br />NOTES: <br />1. PIPE SHALL BE VERTICALLY SUPPORTED AT NO MORE THAN 10'-0" SPACING. <br />2. PROVIDE TRANSVERSE BRACES AT NOT MORE THAN 20'-0" SPACING AND <br />LONGITUDINAL BRACES AT NOT MORE THAN 40'-0" SPACING. BRACING TO OCCUR <br />AT EACH END OF THE PIPE RUN. <br />3. A MINIMUM OF ONE TRANSVERSE BRACE AND/OR TWO LONGITUDINAL BRACES ARE <br />REQUIRED. . <br />4. LONGITUDINDAL BRACING, WHEN NEEDED, MUST BE INSTALLED AT BOTH ENDS OF <br />THE TRAPEZE. <br />5. ALL BRACES SHALL BE LOCATED AT OR WITHIN 4" OF A VERTICAL SUPPORT. <br />BRACING HINGES MAY BE ATTACHED ON EITHER SIDE OF THE ALL THREAD ROD OR <br />TO THE ROD ITSELF. WHERE LONGITUDINAL AND TRANSVERSE BRACING IS PROVIDED <br />AT THE SAME LOCATION, BRACING HINGES MAY BE ATTACHED USING THE SAME BOLT <br />OR ROD. <br />6. PIPE CLAMPS/ANCHORAGE TO UNISTRUT PER INSTALLER. ACCEPTABLE TO LOCATE <br />PIPE ON TOP OR BOTTOM OF TRAPEZE WITH APPROPRIATE CONNECTORS TO <br />UNISTRUT SUPPORT. <br />7. SLOTTED CHANNEL FRAMING AND CONNECTORS ARE NOTES AS UNISTRUT. <br />ACCEPTABLE TO PROVIDE EQUIVALENT PRODUCT PER ALTERNATE MANUFACTURER (I.E. <br />B—LINE OR SIMILAR). <br />8. TORQUE ALL CONNECTIONS TO THE APPROPRIATE MANUFACTURER RECOMMENDED <br />TORQUE. <br />9. FOR CONDITIONS BEYOND THE SCOPE OF THESE DRAWINGS, NOTIFY ENGINEER FOR <br />DIRECTION. <br />TYPICAL PIPE SUPPORT NOTES <br />SCALE: N.T.S. <br />NOTE: <br />'TA' CAN BE USED AS LONGITUDINAL BRACE FOR <br />RUN 'B' AND 'TB' AS LONGITUDINAL BRACE FOR <br />RUN 'A' WHEN 'c' IS < 24" FOR PIPES <br />PROVIDE TRANSVERSE BRACE AT THE FIRST <br />AND LAST VERTICAL SUPPORT ON EACH RUN <br />L RUN 'B' L <br />T T <br />T <br />MAXIMUM SPACING FOR <br />TRANSVERSE BRACES, TYP <br />T <br />MAXIMUM SPACING FOR <br />t'T' — <br />INDICATES <br />TRANSVERSE <br />BRACING <br />'L' <br />— INDICATES <br />LONGITUDINAL <br />BRACING <br />S547 S547 <br />113 <br />rTA <br />NOTES: <br />1. TRANSVERSE PIPING FOR ONE PIPE SECTION MAY ALSO ACT AS LONGITUDINAL BRACING <br />FOR A PIPE SECTION, OF SAME SIZE, MAKING A 90 DEGREE TURN IF THE BRACING IS <br />INSTALLED WITHIN 24 INCHES OF THE ELBOW. <br />2. SMALLER DIAMETER BRANCH LINES MAY NOT BE USED TO BRACE MAIN LINES <br />SECTION AT <br />PIPE SEISMIC <br />SCALE: 3"=1 '-0" <br />BRACING <br />S547 S547 <br />HEX NUT <br />STRUT SQUARE <br />WASHER <br />P1843 ADJ HINGE <br />CONNECTION OR <br />P1546 <br />S547 S547 STRUT BRACE <br />1/2"0 THREADED P1000 SEISMIC �J / / (E) WF BEAM, <br />/ / ORIENTATION VARIES <br />ROD BRACE WHERE <br />REQ'D � <br />PIPE ROLL <br />PIPE SUPPORT <br />SCALE: N.T.S. <br />S547 S547 <br />ROD HANGER <br />SCALE: 6"=1 ' -0" <br />THREADED ROD <br />HANGER <br />AT BEAM FLANGE <br />S547 S547 <br />UNISTRUT <br />AT BEAM <br />SCALE: 3"=1 '-0" <br />lqjff <br />1601 5th Avenue, Suite 1600 <br />Seattle, WA 98101 <br />206.622.5822 <br />www.kpff.com <br />BRACE <br />FLANGE <br />CONNNECTION <br />S547 S547 <br />ISSUED FOR <br />CONSTRUCTION <br />DESIGN BY KPFF DATE 06.27.2022 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />y,ARI P <br />aF WASy0 <br />v �� Nc <br />Q <br />3663 `'�� <br />ORAL E@� ti� <br />TONAL E .�ti <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />UKAWN <br />B. RONIA <br />DAIL <br />06.27.2022 <br />SUBTITLE <br />STEEL DETAILS <br />CURRENT REVISION <br />W5523782 <br />SYMBOL <br />0 <br />R <br />G <br />DATE <br />06.27.2022 <br />ORIG <br />767 VERTICAL PAINT BOOTH VENTILATION —PHASE 2W5523782 <br />KPFF <br />EHG <br />06.27.2022 <br />CHECKED <br />L. BERG <br />06.27.2022 <br />SHEETENGINEER <br />S547 <br />L. BERG <br />06.27.2022 <br />TITLE 767 VERTICAL PAINT BOOTH VENTILATION -PHASE 2 <br />BUILDING 40-051 <br />STRUCTURAL MASTER EVERETT, WA <br />APPROVED BY <br />DEPT. <br />DATE <br />CHECKED <br />L. BERG <br />06.27.2022 <br />JOB N0. <br />W5523782 <br />COMP N0. <br />APPROVED <br />E. GEORGE <br />06.27.2022 <br />APPROVED <br />DWG NO. <br />40-051 -5547 <br />