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c <br />/ <br />E <br />_7 Q <br />a rn <br />/ Ln <br />_O <br />O Ln <br />00 <br />�J[J <br />ZI <br />L7 <br />""" DIMENSION. MINIMUM DIA. <br />INSTALL THREADED ROI <br />DOWN TO TOP OF PIPE <br />"B" (INCHES) <br />ADJUSTIBLE <br />CLEVIS HANGER <br />FOR PIPING 4" AND LARGER <br />GRINNELL FIG #260 <br />SIDE JOIST ATTACHMENT <br />OR <br />SIDE JOIST ADJUSTABLE <br />HANGER <br />HHAN ER ROD DIAMETER IS THE MINIMUM <br />SIZE PER NFPA. HANGER ROD DIAMETER <br />SHALL BE THE DIAMETER APPROVED FOR <br />USE WITH THE HANGER ASSEMBLY. <br />'A" DIMENSION. <br />[MUM DIA. <br />PHILLIPS CONCRETE , <br />FASTENER I.T.T. GRINNELL <br />(RED HEAD) TO BE USED ON <br />NEW CONSTRUCTION. PROVIDE <br />HILTIKWIK BOLT, ZINC PLATED. <br />METAL EXPANSION ANCHOR ON <br />EXISTING CONSTRUCTION <br />(SEE SPECIFICATIONS). <br />ADJUSTIBLE <br />SWIVEL RING HANGER <br />FOR PIPING 3" AND SMALLER <br />GRINNELL FIG #69 <br />CENTER I -BEAM CLAMP <br />HANGERS <br />HANGER SPACING <br />1. 1" AND 11,4 DIA. STEEL PIPE: MAXIMUM 12 FT. SPACING. <br />2. 1",�HRU 3" DIA. THREADED LIGHTWALL PIPE: MAX. 12 FT. SPACING <br />3. 11,12 AND LARGER DIA. STEEL PIPE: MAXIMUM 15 FT. SPACING. <br />4. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH <br />NFPA-13. EACH SECTION OF PIPE SHALL HAVE NO LESS <br />THAN ONE HANGER. ARMOVERS EXCEEDING 1 FT. SHALL HAVE <br />A HANGER. <br />5. PROVIDE PIPE CLAMP AT EACH FLOOR FOR RISERS <br />PENETRATING FLOORS. <br />6. ALL HANGERS. THREADED ROD, NUTS, BOLTS. CLAMPS ETC. SHALL BE GALVANIZED. <br />PIPE HANGER DETAIL <br />„AIN A/S DRAIN <br />INE FLOOR TO FLOOR <br />ISER CLAMP <br />IS ZONE DRAIN LINE (SEE PLANS) <br />/S DRAIN VALVE <br />JSPECTOR TEST <br />ONNNECTION <br />TEST VALVE V <br />ITE GLASS 1' <br />RUST BE VISIBLE) <br />INION WITH ORIFICE <br />;ONNECTION TO MAIN <br />,/S DRAIN LINE <br />ISER CLAMP <br />IPPER FLOOR <br />NOTE: <br />SINGLE A/S <br />ZONE PIPE <br />ARRANGEMENT WITH A <br />CONTINUOUS <br />MAIN A/S <br />ELEVATION DRAIN LINE <br />FLOOR TO <br />FLOOR AND <br />EXPOSED <br />PIPES. <br />EXISTING A\S DRAIN AND TEST <br />CONNECTION DETAIL <br />"A" DIMENSION. <br />MINIMUN DIA.(INCHES) <br />THREADED ROD <br />SIZE. CUT TO <br />LENGTH <br />SELF DRILLING CONCRETE WEDGE ANCHOR <br />TOP BEAM CLAMP <br />A <br />B <br />PIPE <br />SIZE <br />A <br />B <br />hP <br />3/8 <br />1/8 <br />4 <br />3/ <br />1/4/8 <br />/ <br />6 <br />1/ <br />1/4 <br />3/8 <br />1/8 <br />8 <br />1/ <br />1/4 <br />2 <br />1/4 <br />10 <br />5/8 <br />1/4 <br />2 <br />1/4 <br />12 <br />1/4 <br />/4 <br />HANGER ROD SCHEDULE <br />N.T. S <br />MINIMUM ONE HANGER ON <br />ARMOVERS 12' OR MORE <br />IN LENGTH <br />V DROP NIPPLE <br />1' X 1 /2' REDUCER <br />CONCEALED <br />SPRINKLER HEAD <br />TYPICAL SPRINKLER HEAD <br />DROP (RETURN BEND) DETAIL <br />1' CLOSE NIPPLE <br />BRANCH LINE <br />CEILING <br />N.T.S. <br />FP-1 <br />4'-0' <br />FIN.FL. <br />FIRE EXTINGUISHER <br />IN RECESSED CABINET <br />FIRE EQUIPMENT <br />MOUNTING HEIGHT <br />FLOOR CONTROL VALVE <br />WITH TAMPER SWITCH <br />ELECTRIC WATER <br />FLOW SWITCH <br />PRESSURE GAUGE <br />& COCKS n <br />STANDPIPE OR SPRINKLER MAIN. <br />SEE FLOOR PLAN FOR SIZES.— <br />TO AUTOMATIC SPRINKLER SYSTEM. <br />SEE FLOOR PLAN FOR CONTINUATION. <br />EXISTING A\S ZONE CONNECTION <br />DETAIL <br />N.T.S. <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 />v <br />c.� <br />�4 <br />Q � <br />ti <br />9? <br />g <br />Izz �g R <br />2 <br />a <br />o� <br />a <br />ro <br />~ U <br />y O <br />0 <br />U) <br />iE <br />L <br />0- <br />N <br />Q <br />U) <br />0 <br />CCS <br />_0 <br />LL <br />1 <br />0) <br />70 <br />.5 <br />In <br />a) <br />C13 y-�- <br />-� 0 <br />0 (5 <br />_0 <br />0 -o <br />U 0 <br />0 <br />0 <br />L <br />O <br />0 <br />>` CV <br />L T <br />Project No. 11006.00 <br />FP5.1 <br />02011 BHIPK Architects, Inc. <br />U) <br />W <br />IN <br />