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"TAP -OUT' EITHER SIDE OR BOTTOM OF DUCT. <br />TOP "TAP-OUT"IS NOT ACCEPTABLE <br />ELECTRIC BOOSTER COIL SEE <br />SCHEDULE FOR FLANGED <br />OR SLIP -IN MOUNTING ---i <br />MIN. 4 FT. STRAIGHT DUCT <br />UPSTREAM & DOWNSTREAM <br />OF DUCT REHEAT COIL —ram <br />300 <br />THERMAFLEX MKE <br />OR FLEXMASTER 8M <br />24 GA. INSULATED <br />GALVANIZED <br />SHEET METAL BOX <br />I <br />TERMINALi °- <br />I BOX <br />200 I �� <br />6' MIN. <br />I � <br />AIR <br />FLOW <br />12x12 MIN. SIZE ' +` <br />ACCESS PANEL <br />BOTTOM OR SIDE <br />MIN. 3'-6' WORKING CLEARANCE TO <br />SERVICE TERMINAL BOX AND COILS <br />CEILING <br />RETURN <br />GRILLE <br />RETURN <br />DUCT <br />SHOE TAP WITH <br />BALANCE DAMPER <br />SECURING STRAP <br />PANDUIT (OR EQUAL) <br />VOLUME DAMPER REQUIRED <br />WHERE DAMPER AT DUCT <br />BRANCH IS INACCESSIBLE. <br />NOTE: INSULATE RETURN DUCTWORK PER SPECS. <br />'TAP -OUT' EITHER SIDE OR BOTTOM OF DUCT. <br />TOP 'TAP -OUT' IS NOT ACCEPTABLE --\ <br />THERMAFLEX MKE <br />OR FLEXMASTER 8M <br />6' MIN. <br />CEILING <br />NOTE <br />FOLLOW MFR'S INSTRUCTIONS <br />FOR INSTALLATION OF SUPPLY <br />DIFFUSER IN CEILING <br />0 <br />SUPPLY <br />DUCT <br />SHOE TAP WITH <br />BALANCE DAMPER <br />,,—SECURING STRAP <br />PANDUIT (OR EQUAL) <br />SHEET METAL <br />SCREW (TYPICAL) <br />SUPPLY DIFFUSER <br />WITH INSULATED <br />BACK PANEL <br />DUCT MOUNTED ELECTRIC I3 I RETURN RDUCTWOK GRIL�EN F ENECTIONDU�T) 12 I �SUPPWUCT�RDIFF�SERC(F�EXTDUCT) I � <br />REHEAT COIL <br />S SLIP OR U CLIP OPTIONAL <br />ALL SUCH CONNECTIONS TO <br />BE SEALED <br />I <br />� I <br />VOLUME <br />DAMPER <br />w = 4' MIN. <br />VOLUME <br />DAMPER <br />tAA <br />SQUARE THROAT <br />ELBOW OPTIONAL <br />VOLUME <br />DAMPER <br />D3 = 4' MIN. <br />NOTE: VOLUME CONTROL SHOULD BE BY BRANCH DAMPERS. <br />IF A SPLITTER IS SHOWN IN THE DESIGN ITS LENGTH <br />SHOULD BE 1.5 W OR 1.5 D3. <br />PARALLEL FLOW BRANCHES <br />0 <br />Cn <br />CV <br />0 <br />N <br />0 <br />Ln <br />O <br />J <br />LJ_ <br />O <br />W <br />AIR FLOW <br />1 <br />NOTE: <br />1. TRANSITION TO MAKE <br />EQUAL ELL'S. <br />61LOW PRESSURE DUCT TEE DETAIL <br />*IMPORTANTI POST <br />TENSION SLAB. <br />*IMPORTANTI <br />PREVENT <br />EXERCISE EXTREME CAUTION IN <br />BENDING <br />OF STRAP AT <br />PLACING <br />INSERTS <br />TO AVOID STEEL <br />900 <br />BEND <br />UNDER LOAD <br />TENSION <br />CABLES. <br />0 0 <br />0 <br />0 0 0 0 <br />0 0 0 0 <br />0 0 <br />0 0 0 <br />0 0 <br />0 <br />0 <br />0 0 0 <br />0 0 0 0 0 <br />0 0 <br />0 0 <br />0 0 <br />0 <br />0 0 0 0 <br />0 0 0 0 <br />0 0 <br />0 0 0 <br />0 0 <br />0 <br />0 <br />0 0 0 <br />0 0 0 0 0 <br />0 0 <br />0 0 <br />0 <br />0 <br />0 0 0 0 <br />0 0 0 <br />0 0 <br />0 0 0 <br />0 0 <br />0 <br />0 0 0 <br />0 0 0 0 <br />0 <br />0 0 <br />0 = <br />o <br />O 0 0 <br />0 0 0 <br />O 0 <br />0 O O <br />0 0= <br />o <br />0 0 0 <br />= <br />o 0 0 0 <br />0 <br />0 0 <br />r::�\WASHER <br />EXPANSION SHIELDS **CONCRETE ANCHORS <br />0 0 <br />O O O <br />O 0 <br />O O 0 <br />O o <br />0 0 0 <br />O 0 <br />O 0 O <br />« IMPORTANTI PREVENT C <br />BENDING OF STRAP AT <br />900 BEND UNDER LOAD. <br />3a* <br />EXPANSION NAIL <br />0 0 0 <br />O O O O O <br />O O 0 <br />O O O O O <br />0 0 0 <br />0 0 0 0 0 <br />O O 0 <br />0 0 O O o <br />3b* <br />HANGER STRAP <br />0 0 <br />O O 0 <br />O O <br />O O O <br />O 0 <br />0 0 0 <br />0 0 <br />O O o <br />STRAP <br />ASHER <br />NUT <br />BAND OF SAME SIZE <br />AS HANGER STRAP <br />ML 1 LI ATI\1\M 1 G <br />LOCON <br />HANGERS FOR STACKED DUCTS <br />REINFORCEMENTS MAY BE USED FOR ATTACHMENT <br />IF IT QUALIFIES FOR BOTH DUTIES <br />DO NOT EXCEED LOAD RATING FOR METHOD USED <br />-THREADED ROD <br />SUPPLY, RETURN, <br />& EXHAUST <br />TYPICAL-7 <br />BOLTED <br />31, DUCTS <br />& LARGER <br />MAX. 10'-0' O.C. <br />SCREWS <br />SILOW PRESSURE DUCTWORK <br />HANGER DETAIL <br />z <br />N xa <br />aCL <br />M (N <br />Tt "' <br />0 <br />```� •••.•..,... <br />3 • <br />* �01 <br />OF w� <br />S` ,•� a R o••; <br />®NAL�E���. <br />Smith <br />Seckman <br />Reid, Inc. <br />600 West Hillsboro, Suite 300 <br />Deerfield Beach, FL 33441 <br />(954)421-1260 <br />FAX: (954) 421-1466 <br />www.ssr-inc.com <br />Firm Certification - EB-0000857 <br />Dennis Davie PE - 58588 <br />John E. Moulder PE - 33200 <br />SSR JOB # 1137001.0 <br />W <br />i <br />N <br />dR <br />I _g <br />_ <br />.� <br />a•' <br />v <br />3 <br />a <br />U) <br />Q <br />N <br />Cz <br />_Q <br />U) <br />0 <br />co <br />_70 <br />_0 <br />LL <br />1 <br />0) <br />C <br />70 <br />m <br />a� <br />U <br />0 <br />Cis <br />U <br />U)� <br />CC(D <br />w G <br />U co <br />cz 0 <br />=N <br />T <br />Project No. 11006,00 <br />M5. 1 <br />02011 BHIPKArchiiecla, Inc. <br />