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METAL DECK INSULATION OVER METAL DECK
<br />UNISTRUT #P600Ox6"
<br />� AT EACH ROD. (TYP-)
<br />SECURE WITH WASHER,-''� WASHER AND NUT (TYP.)
<br />BOLT, & SPRING NUT.
<br />ANGLE FITTING SUPERSTRUT
<br />MODEL AB -202 (OR EQUAL)
<br />ANGLE FITTING (SUPERSTRUT
<br />MODEL AB -227 OR EQUAL)
<br />WHERE OCCURS
<br />f.
<br />SECURE WITH WASHER, BOLT,.
<br />& SPRING NUT.
<br />1/2"0 HANGER ROD WITH
<br />LOCKNUT TOP
<br />MAXIMUM LOAD = 300 LIDS.
<br />%BE MU
<br />86MEB 89 CK
<br />3YYx3Yx1/4" ANGLE,
<br />6" LONG -�
<br />ROOF --, +►e
<br />HANGER R00
<br />HANGER
<br />SCHEDULE
<br />PIPE SIZE (0)
<br />ROD SIZE
<br />TO 4"
<br />3/8"0
<br />5" TO 89'
<br />1/2-0
<br />INTERIOR WALL
<br />SECURE STRUT TO WALL WITH
<br />1/4"0 LAG BOLT BY 4" LONG
<br />(TYP. OF 2)
<br />I I D -LINE (OR EQUAL) 82417 PIPE STRAP
<br />it
<br />I l
<br />ll
<br />�l
<br />I
<br />CEILING
<br />SEE 1 (Tm) PIPE, SEE PLANS FOR SIZE
<br />5.1.1 AND DUTY (TYP.)
<br />14 GA. GALV. STEEL CLAMP,
<br />LOOSE FIT W/ 1/4" MACHINE
<br />BOLT W/ NUT AND WASHERS
<br />(TYP.) 2" MIN.
<br />Aft (" MAX.
<br />TYP.
<br />3/16"O CABLE WITH
<br />MIRE ROPE THIMBLE IN
<br />LOOP CABLE CLAMPS
<br />(TYP. AT BOTH ENDS) INSULATION AS SPECIFIED
<br />STEEL STRAP 2"x12 GA CALSEAL, B -LINE (B-3160)
<br />MIN. (TYP. AT BOTH ENDS) INSULATION SADDLE (TYP.)
<br />3/8"0 THRU BOLT W/NUT & "SUPERSTRUT" A--1200, 12 GA, CHANNEL.
<br />WASHER (TYP. AT BOTH ENDS)
<br />NOTES: DRILL HOLES TO ACCEPT HANGER RODS.
<br />1. SUSPENDED PIPING SMALL BE SUPPORTED PER SM9ACNA GUIDELINES. WHERE
<br />REQUIRED, SUSPENDED PIPING SHALL BE PROVIDED WITH, SEISMIC SWAY BRACES
<br />IN ACCORDANCE WITH THE 18-- UNE/TOLCO SEISMIC RESTRAINT GUIDELINE,
<br />OPM-005213 OR EQUAL BY MASON (OPM-0043-13).
<br />2. PIPE SIZES AND SPACING TO BE PER THE OPM GUIDELINE USED..
<br />3, CONTRACTOR TO PROVIDE COPIES OF DETAILS USED TO INSPECTOR OF RECORD
<br />(IOR) AND ARCHITECT PRIOR TO INSTALLATION.
<br />MME EIPE SOME OEM
<br />HANGER ROD
<br />SUPERSTRUT
<br />C -i10
<br />44 OR EQUAL
<br />HEIGHT VARIES Ar,
<br />REQUIRED, PROVII
<br />SWAY BRACING At
<br />STIFFENING ROD
<br />WHERE NECESSAR
<br />SEE SPECIFICATIOI
<br />(TYPICAL)
<br />w
<br />SUPERSTRUT --�
<br />C-710
<br />OR EQUAL
<br />ct tPrracTP1 e -r
<br />SCORIATED TOP. LABEL CONCRETE PAD INSTALL CLEANOUTS CONCRETE PAD if FINISHED GRADE
<br />AS "SS CLEANOUT" (TYP.) 18 SQUARE (MIN). T__AS CLOSE AS POSSIBLE 18 SQUARE MIN,
<br />f 111 C� _ s i 11 l s, 1 PHEI11111 4 k lel l l—
<br />I PLUGGED TEE CLEANOUT
<br />1
<br />l 1EA II _ C 11:1< >. � I-, ,_—C E3 l I 1 C E I C, C 11-- 1< ——
<br />f _ 1/4"0 HOLE IN PLUG UNION (TYP.)
<br />�
<br />WHERE UNIT IS INSTALLED ON A
<br />ISOLATION CURB, PROVIDE FLEXIBLE TO AC UNIT CONNECTION
<br />CLEANOUT HOUSING CLEANOUT WITH METAL HOSE, METRAFLEX MODEL BBS OR
<br />COUNTERSUNK EQUAL - 10'Y IN LENGTH MAX. POSSIBLE
<br />TYPE HEAD (TYP.) 1 " ABSOLUTE MIN.
<br />CONNECTION/FITTING AT POC TO
<br />BE PROVIDED AND INSTALLED BY
<br />PLUMBING CONTRACTOR.
<br />BUILDING SERVER,
<br />SEE CIVIL PLANS POO.
<br />FOR CONTINUATION.
<br />_ __j -_ "" - I -
<br />FLOW
<br />'ice Af
<br />1. PROVIDE TWO WAY CLEANOUT AT ALL SANITARY SEWER AND STORM
<br />DRAIN POINTS OF CONNECTION WITH SITE PIPING SYSTEM.
<br />2. PROVIDE ALL FITTINGS AND
<br />/OTRANSITIONS AS REQUIRED,
<br />CM BE EMDED AI ALL MNE005 IQ SIX PIE1
<br />CONCRETE PAD
<br />16" SQUARE FINISHED
<br />I t GRADE
<br />-r
<br />6" a I II 11= I l II I`
<br />,1- =
<br />SCORIATED CLEANOUT
<br />TOP, HOUSING.
<br />BRASS CAST IRON
<br />CLEANOUT PIPE,
<br />COUNTERSUNK
<br />TYPE HEAD.
<br />1/8- BEND IF
<br />CLEANOUT OCCURS AT
<br />END OF UNE.
<br />FLOW
<br />6
<br />BRASS CLEANOUT
<br />COUNTERSUNK TYPE FINISHED
<br />HEAD.FLOOR A
<br />a
<br />a
<br />a
<br />CAST IRON
<br />PIPE.
<br />NT
<br />ROD COUPLER (TYP.)
<br />MASON TYPE SRC SEISMIC
<br />ROD CLAMP IF REQUIRED.
<br />5/8" DANGER ROD (TYP. OF 2)
<br />ROD STIFFENER ANGLE
<br />SPILL TO ROOF DRAIN (R
<br />wz`
<br />----- FLOW
<br />CONDENSATE BRAIN SUPPORT,
<br />FOR DETAIL SEE 5
<br />5.1.1
<br />tiIt
<br />kX1
<br />NOS: t
<br />1. REFERENCE MECHANICAL DRAWINGS FOR CONDENSATE DRAIN PIPING.
<br />CON
<br />DENTE L FII TE# IVIII T'I I� DETAIL
<br />Ir_%
<br />NTS
<br />PIPING ON ROOF, SEE PLANS
<br />FOR TYPE & SIZE.
<br />INTEGRAL 12 GAUGE
<br />GALVANIZED STRUT
<br />B --LINE (OR EQUAL) CD8610
<br />PIPE SUPPORT,
<br />PIPING ON ROOF, SEE PLANS
<br />FOR TYPE & SIZE.
<br />"AP 13 -LIFE (OR EQUAL)
<br />T ISOLATION TYPE CLAMP
<br />AOLDED RECYCLED
<br />DUBBER PIPE SUPPORT
<br />INTEGRAL 12 GAUGE
<br />GALVANIZED STRUT
<br />Km:
<br />1. MAXIMUM
<br />V
<br />BETWEEN SUPPORTS NOT TO EXCEED V-0".
<br />STRUCTURAL REAM
<br />PIPE SUPPORT
<br />1/2'0
<br />x 3" LONG LAG BOLT
<br />NUT, WASHER, &
<br />fi
<br />4x4 BLOCKING WITH JOIST LOCKNUT (TYP.)
<br />HANGER
<br />ROD
<br />HANGER (HU 44) EACH ENI
<br />CLEAN 'VALVE BOX OF
<br />HANGER ROD
<br />MAXIMUM
<br />LOAD = 300 LBS.
<br />MAXIMUM LOAD = 300 LBS.
<br />WHERE VALVE OCCURS
<br />ROOF suo SIM
<br />SE09H
<br />. :.
<br />ROOF JOIST ROOF -y
<br />!
<br />TRUST JOIST
<br />TRUST 1111, JOI11 ST11 INT RMEDIATE CORD.
<br />+
<br />44 BLOCKING WITH JOIST
<br />HANGER (HU 44) EACH ENO
<br />f,
<br />3'YxYx i /4" ANGLE, 6" LONG.
<br />"D"/2 MIN. SECURE TO ROOF JOIST WITH
<br />(2) 3/8-0 BOLTS, NUTS AND:
<br />LOCKWASHERS.
<br />{'
<br />i=
<br />;,
<br />'��
<br />HANGER ROD
<br />jt
<br />MAXIMUM LOAD = 300 LBS.
<br />'
<br />HANGER ROD
<br />2x6 BLOCKING EACH SIDE
<br />OF TJ CHORD WITH 6-10D
<br />3/16"0 CABLE WITH --,
<br />EACH SIDE.
<br />DIRE ROPE THIMBLE IN
<br />LOOP CABLE CLAMPS
<br />ANGLE FITTING (SUPERSTRUT
<br />(TYP. AT BOTH ENDS)
<br />OR EQUAL)
<br />WODEL OCCURS
<br />HERENO
<br />s..=0r.Sm
<br />� T
<br />1. REDUCE HANGER SPACING AS REQUIRED BASED ON MAX. ALLOWABLE HANGER LOAD SPECIFIED.
<br />HANGER ROD SUPPORT DET A IL
<br />"
<br />INTERIOR WALL
<br />SECURE STRUT TO WALL WITH
<br />1/4"0 LAG BOLT BY 4" LONG
<br />(TYP. OF 2)
<br />I I D -LINE (OR EQUAL) 82417 PIPE STRAP
<br />it
<br />I l
<br />ll
<br />�l
<br />I
<br />CEILING
<br />SEE 1 (Tm) PIPE, SEE PLANS FOR SIZE
<br />5.1.1 AND DUTY (TYP.)
<br />14 GA. GALV. STEEL CLAMP,
<br />LOOSE FIT W/ 1/4" MACHINE
<br />BOLT W/ NUT AND WASHERS
<br />(TYP.) 2" MIN.
<br />Aft (" MAX.
<br />TYP.
<br />3/16"O CABLE WITH
<br />MIRE ROPE THIMBLE IN
<br />LOOP CABLE CLAMPS
<br />(TYP. AT BOTH ENDS) INSULATION AS SPECIFIED
<br />STEEL STRAP 2"x12 GA CALSEAL, B -LINE (B-3160)
<br />MIN. (TYP. AT BOTH ENDS) INSULATION SADDLE (TYP.)
<br />3/8"0 THRU BOLT W/NUT & "SUPERSTRUT" A--1200, 12 GA, CHANNEL.
<br />WASHER (TYP. AT BOTH ENDS)
<br />NOTES: DRILL HOLES TO ACCEPT HANGER RODS.
<br />1. SUSPENDED PIPING SMALL BE SUPPORTED PER SM9ACNA GUIDELINES. WHERE
<br />REQUIRED, SUSPENDED PIPING SHALL BE PROVIDED WITH, SEISMIC SWAY BRACES
<br />IN ACCORDANCE WITH THE 18-- UNE/TOLCO SEISMIC RESTRAINT GUIDELINE,
<br />OPM-005213 OR EQUAL BY MASON (OPM-0043-13).
<br />2. PIPE SIZES AND SPACING TO BE PER THE OPM GUIDELINE USED..
<br />3, CONTRACTOR TO PROVIDE COPIES OF DETAILS USED TO INSPECTOR OF RECORD
<br />(IOR) AND ARCHITECT PRIOR TO INSTALLATION.
<br />MME EIPE SOME OEM
<br />HANGER ROD
<br />SUPERSTRUT
<br />C -i10
<br />44 OR EQUAL
<br />HEIGHT VARIES Ar,
<br />REQUIRED, PROVII
<br />SWAY BRACING At
<br />STIFFENING ROD
<br />WHERE NECESSAR
<br />SEE SPECIFICATIOI
<br />(TYPICAL)
<br />w
<br />SUPERSTRUT --�
<br />C-710
<br />OR EQUAL
<br />ct tPrracTP1 e -r
<br />SCORIATED TOP. LABEL CONCRETE PAD INSTALL CLEANOUTS CONCRETE PAD if FINISHED GRADE
<br />AS "SS CLEANOUT" (TYP.) 18 SQUARE (MIN). T__AS CLOSE AS POSSIBLE 18 SQUARE MIN,
<br />f 111 C� _ s i 11 l s, 1 PHEI11111 4 k lel l l—
<br />I PLUGGED TEE CLEANOUT
<br />1
<br />l 1EA II _ C 11:1< >. � I-, ,_—C E3 l I 1 C E I C, C 11-- 1< ——
<br />f _ 1/4"0 HOLE IN PLUG UNION (TYP.)
<br />�
<br />WHERE UNIT IS INSTALLED ON A
<br />ISOLATION CURB, PROVIDE FLEXIBLE TO AC UNIT CONNECTION
<br />CLEANOUT HOUSING CLEANOUT WITH METAL HOSE, METRAFLEX MODEL BBS OR
<br />COUNTERSUNK EQUAL - 10'Y IN LENGTH MAX. POSSIBLE
<br />TYPE HEAD (TYP.) 1 " ABSOLUTE MIN.
<br />CONNECTION/FITTING AT POC TO
<br />BE PROVIDED AND INSTALLED BY
<br />PLUMBING CONTRACTOR.
<br />BUILDING SERVER,
<br />SEE CIVIL PLANS POO.
<br />FOR CONTINUATION.
<br />_ __j -_ "" - I -
<br />FLOW
<br />'ice Af
<br />1. PROVIDE TWO WAY CLEANOUT AT ALL SANITARY SEWER AND STORM
<br />DRAIN POINTS OF CONNECTION WITH SITE PIPING SYSTEM.
<br />2. PROVIDE ALL FITTINGS AND
<br />/OTRANSITIONS AS REQUIRED,
<br />CM BE EMDED AI ALL MNE005 IQ SIX PIE1
<br />CONCRETE PAD
<br />16" SQUARE FINISHED
<br />I t GRADE
<br />-r
<br />6" a I II 11= I l II I`
<br />,1- =
<br />SCORIATED CLEANOUT
<br />TOP, HOUSING.
<br />BRASS CAST IRON
<br />CLEANOUT PIPE,
<br />COUNTERSUNK
<br />TYPE HEAD.
<br />1/8- BEND IF
<br />CLEANOUT OCCURS AT
<br />END OF UNE.
<br />FLOW
<br />6
<br />BRASS CLEANOUT
<br />COUNTERSUNK TYPE FINISHED
<br />HEAD.FLOOR A
<br />a
<br />a
<br />a
<br />CAST IRON
<br />PIPE.
<br />NT
<br />ROD COUPLER (TYP.)
<br />MASON TYPE SRC SEISMIC
<br />ROD CLAMP IF REQUIRED.
<br />5/8" DANGER ROD (TYP. OF 2)
<br />ROD STIFFENER ANGLE
<br />SPILL TO ROOF DRAIN (R
<br />wz`
<br />----- FLOW
<br />CONDENSATE BRAIN SUPPORT,
<br />FOR DETAIL SEE 5
<br />5.1.1
<br />tiIt
<br />kX1
<br />NOS: t
<br />1. REFERENCE MECHANICAL DRAWINGS FOR CONDENSATE DRAIN PIPING.
<br />CON
<br />DENTE L FII TE# IVIII T'I I� DETAIL
<br />Ir_%
<br />NTS
<br />PIPING ON ROOF, SEE PLANS
<br />FOR TYPE & SIZE.
<br />INTEGRAL 12 GAUGE
<br />GALVANIZED STRUT
<br />B --LINE (OR EQUAL) CD8610
<br />PIPE SUPPORT,
<br />PIPING ON ROOF, SEE PLANS
<br />FOR TYPE & SIZE.
<br />"AP 13 -LIFE (OR EQUAL)
<br />T ISOLATION TYPE CLAMP
<br />AOLDED RECYCLED
<br />DUBBER PIPE SUPPORT
<br />INTEGRAL 12 GAUGE
<br />GALVANIZED STRUT
<br />PIPE CLAMP B -LINE (OR EQUAL)
<br />MODEL BVT ISOLATION TYPE CLAMP
<br />B -LINE MODEL DBE -D
<br />SERIES ELEVATED
<br />DURA-BLOK SUPPORT.
<br />HEIGHT AS REQUIRED
<br />MOLDED RECYCLED
<br />RUBBER PIPE SUPPORT
<br />PROVIDE WITH MODEL
<br />CLDP10 LOAD
<br />DISTRIBUTION PLATE
<br />INTEGRAL RISERS
<br />CONDENSATE BRAIN,
<br />SEE PLANS FOR SIZE
<br />TRAP - 4" WATER SEAL
<br />FINISHED ROOF
<br />AS LOW AS POSSIBLE
<br />(6" MINIMUM)
<br />1. REFERENCE MECHANICAL DRAWINGS FOR CONDENSATE DRAIN PIPING.
<br />2. FOR CONDENSATE DRAIN PIPE SUPPORT, SEE DETAIL 5/P5.1.1
<br />CONDENSATE TSP DETAIL
<br />PRECAST CONCRETE BOX WITH
<br />Km:
<br />1. MAXIMUM
<br />SPACING
<br />BETWEEN SUPPORTS NOT TO EXCEED V-0".
<br />AROUND IN UNPAVED
<br />PIPE SUPPORT
<br />ON
<br />ROOF DETAIL
<br />PIPE CLAMP B -LINE (OR EQUAL)
<br />MODEL BVT ISOLATION TYPE CLAMP
<br />B -LINE MODEL DBE -D
<br />SERIES ELEVATED
<br />DURA-BLOK SUPPORT.
<br />HEIGHT AS REQUIRED
<br />MOLDED RECYCLED
<br />RUBBER PIPE SUPPORT
<br />PROVIDE WITH MODEL
<br />CLDP10 LOAD
<br />DISTRIBUTION PLATE
<br />INTEGRAL RISERS
<br />CONDENSATE BRAIN,
<br />SEE PLANS FOR SIZE
<br />TRAP - 4" WATER SEAL
<br />FINISHED ROOF
<br />AS LOW AS POSSIBLE
<br />(6" MINIMUM)
<br />1. REFERENCE MECHANICAL DRAWINGS FOR CONDENSATE DRAIN PIPING.
<br />2. FOR CONDENSATE DRAIN PIPE SUPPORT, SEE DETAIL 5/P5.1.1
<br />CONDENSATE TSP DETAIL
<br />PRECAST CONCRETE BOX WITH
<br />LID MARKED "WATER"
<br />18%18" CONCRETE ALL
<br />AROUND IN UNPAVED
<br />AREAS.
<br />FINISHED GRADE
<br />fi
<br />i�ff.�
<br />a if
<br />CLEAN 'VALVE BOX OF
<br />ALL DEBRIS
<br />m-
<br />USE PIPE EXTENSION
<br />WHERE VALVE OCCURS
<br />BELOW BOX
<br />RISE AS NECESSARY
<br />mWoRyffe �. 1.
<br />me,.La.,
<br />NTS
<br />"ZURN" MODEL Z-193 (OR EQUAL)
<br />p--'' VANDAL -PROOF HOODED VENT CAP
<br />EXTEND VENT 12"
<br />ABOVE FINISHED ROOF
<br />I COUNTER FLASHING
<br />RUN ROOFING OVER FLASHING 'SLEEVE
<br />�-- - FLASHING
<br />--- ROOF INSULATION
<br />PLYWOOD ROOF DECK
<br />OPENING TO MINIMUM VENT PIPE, SEE PLAN FOR SIZE.
<br />NTS
<br />NTS 77 B -T5
<br />UNION
<br />1/2" HW
<br />1/2' CW TO DOSE 818B
<br />CW HOSE BIBB FOR
<br />CONNECTION TO
<br />CHEMICAL FEI=DER.
<br />INSTALL 0 44" ABOVE
<br />FINISHED FLOOR
<br />MOP SINK FAUCET.
<br />OUTLET TO BE AT 36"
<br />ABOVE FINISHED FLOOR
<br />MOP SINK
<br />f 0
<br />0
<br />3/4" HW
<br />3/4" CW SHUT OFF VALVES IN ACCESS PANEL.
<br />N T : AT CONTRACTOR'S OPTION, WHERE
<br />MOP SINK IS LOCATED IN A JANITORS
<br />CLOSET WITHOUT A CEILING, ISOLATION
<br />VALVES MAY BE INSTALLED IN AN
<br />ACCESSIBLE LOCATION PRIOR TO PIPES
<br />3/4_ Y CW ENTERING WALL AND DROPPING, VERSUS
<br />WITHIN ACCESS PANEL).
<br />`-' OWNER PROVIDED/ OWNER
<br />INSTALLED CHEMICAL
<br />STATION
<br />- 3/4" CW
<br />MOP/BROOM HOLDER
<br />TO BE ON ADJACENT
<br />I WALL FROM FAUCET.
<br />L • (SEE ARCHITECTURAL
<br />DRAWINGS)
<br />-
<br />1/2 CW
<br />Copyright @ 2014 Rainfortfs Grau Arcriftects, All rights reserved. Reproduclon of bm plans, either in whole or in part, including any form
<br />of copying and/or preparation of derivative works thereof, for any reason without prior wi tien permission, is sfrlctly prohibited.
<br />DSA
<br />File No,: 30-53
<br />IDENTIFICATION STAMP
<br />CIV. OF THE STATE ARCHITECT
<br />02-114400 INC. 1
<br />AC � � FLqjtSS
<br />BATE t
<br />ORAIAINPROJECT NO-
<br />D; 15-1201
<br />CHECKED DATE
<br />E
<br />DW 06-26-15
<br />SCALE SHEET
<br />
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