HomeMy WebLinkAbout700_3550_ME102.pdf1DETAIL - LOWER HANGER ATTACHMENT
SCALE: NONE11-02-05 2DETAIL - DUCT TAKE-OFF FROM SQUARE DUCT
SCALE: NONE11-02-05 3DETAIL - FLEXIBLE DUCT
SCALE: NONE11-02-05
HANGER RODS, WIRES,
50" DIA MAX
24" DIA MAX
USED IF DUCT SHAPE IS MAINTAINED
BAND ONE HALF-ROUND MAY BE
DEFORM DUCT SHAPEHANGERS MUST NOT
STRAP HANGERS
OR STRAPS
AS HANGER STRAPBAND OF SAME SIZE
(VERIFY UPPER TRAPEZE
ANGLES
TRAPEZE HANGERS
LOAD CAPACITY)
ALTERNATE LOCATION(TYPICAL)
LOCKNUTS
ALLOWABLE LOAD
DO NOT EXCEED
LI
M
I
T
S
USED FOR ATTACHMENT
REINFORCEMENT MAY BE
IF IT QUALIFIES FOR
BO
T
H
D
U
T
I
E
S
ROD
FASTENERS
LOAD RATED
IF HANGER LOOPS
SCREWS MAY BE OMITTED
BOTTOM REINFORCEMENT
IS PLACED UNDER A
UNLESS FOOT OF STRAP
SCREWS
NO
T
E
:
1"
MI
N
WIRE
SECUREHANGER
60" MAXHANGER STRAPS
ATTACH ALL HANGERS FROM
SIZE BOLT(S) FOR LOAD
STRAP OR ANGLE
TOP CHORD OF JOISTS.
ST
R
A
P
ROD
10" DIA MAX
ISOMETRIC VIEW
PLAN VIEW
DUCT AND OPERATOR OF NOT LESS THAN INSULATION THICKNESS.
VOLUME/BALANCING DAMPER OPERATORS. ALLOW CLEARANCE BETWEEN
AND INSTALLED WITH STAND-OFF MOUNTING BRACKETS FOR
ALL INSULATED SUPPLY AND RETURN DUCTWORK SHALL BE FURNISHED
TAKE-OFF
BRANCH
CLOSE OPENING
MAIN DUCT
AT CORNERS
DIRECTION OFAIR FLOW (SUPPLY)
MINIMUM OF 4"
1/4 OF DUCT WIDTH
ABOVE SUSPENDED CEILING).
WHEN DAMPER IS LOCATED
SURVEYOR'S TAPE (PROVIDE
BALANCER CAN LOCATE ALL
VOLUME DAMPER SO THAT
HANG SURVEYOR'S TAPE FROM
BRACKET
STAND-OFF MOUNTING
BALANCING DAMPEROPPOSED BLADEOROR
DAMPERS.
DAMPER
VOLUME45 DEGREE ENTRY BRANCHDUCT
DUCT WIDTH
FLOW (RETURN)
DIRECTION OF AIR
TO ROUND TRANSITION
INSULATED FLEXIBLE
METAL BAND CLAMP
SHEET METAL SQUARE
METAL BAND CLAMP
SUPPLY MAIN
NO BENDS OR KINKS AND PULLFLEXIBLE DUCT. RUN STRAIGHT,DU
C
T
DIFFUSER
CEILING
SUSPENDED
5'-0" MAXIMUM LENGTH OF
TIGHT.
45 DEGREE TAKE-OFF FROM SIDE OF
SUPPLY MAIN WITH GALVANIZED
DUCT AND VOLUME DAMPER
PROVIDE HARD SHEET METAL
TURNING VANES.
WITH SINGLE THICKNESS
PROVIDE MITERED ELBOWS
ALLOW A FULL RADIUS,
ALLOWS. WHERE SPACE DOESN'T
RADIUS ELBOWS WHERE SPACE
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MECHANICAL DETAILS
N
ME1023/16"=1'-0"
BEA / RJP
CONTRACTOR MUST VERIFY
ALL CLEARANCES ANDDIMENSIONS IN FIELD
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
ISSUED FOR CONSTRUCTION
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
DRAWN BY
SCALE
DATE
OWNER
DWG. TITLE
FILE NAME
LOCATION
PROJECT
DATE
LAYERS
REVISIONS
SHEET NO.
PLANNER
PROJECT NO.
USERNAME
BY
GETGO, LLC.
SPCR
NO.
REV.
NO.
--
KAB
3550
THE BRIDGES
CARMEL, INDIANA
STAMP
01/22/16
--
01/22/16
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02-26-16