HomeMy WebLinkAboutB16-0481_M500_1482188451.pdfM500
MECHANICAL
DETAILS
N.T.S.
NTS 3
NTS 6
NTS 2
NTS 1
NTS 10
NTS 7
NOT USED
8 NTS
9
NTS
11 NTS
NTS 12
DUCT SUPPORT
DIA.
(IN)
MAXIMUM
SPACING
WIRE
DIA.
ROD STRAP
6-10
11-18
19-24
12'
12'
12'
ONE 12 GA.
TWO 12 GA.
TWO 10 GA.
OR
ONE 8 GA.
1/4"
1/4"
1/4"
1" X 22 GA.
1" X 22 GA.
1" X 22 GA.
STRAP WIRE OR ROD
1/4" 270 LBS
3/8" 680 LBS
0.162" 160 LBS
1" X 22 GA. - 260 LBS
1" X 20 GA. - 260 LBS
0.106" 80 LBS
0.135" 80 LBS
(10 GA.)
(12 GA.)
1" X 18 GA. - 420 LBS
1" X 16 GA. - 700 LBS
1-1/2" X 16 GA. - 1100 LBS
NOTES:
1 REFER TO
SPECIFICATIONS FOR
HANGER SPACINGS.
2 ATTACHMENTS TO
OVERHEAD
STRUCTURE SHALL BE
MADE IN ACCORDANCE
WITH MALL TENANT
AND DESIGN CRITERIA.
ALL ATTACHMENT
METHODS TO
STRUCTURE SHALL BE
SUBMITTED TO
LANDLORD FOR
REVIEW
I BEAM "C" CLAMP
3/8" 400 Lb. CAP. MIN.
TOP CHORD OF JOIST.
MASON TYPE SCBV SEISMIC
BRACKET
STRUCTURAL STEEL BEAM
STRUCTURAL STEEL BEAM
SEISMIC BRACKET ATTACHMENT TO A
THREADED STEEL ROD
SCALE:
PROJECT NUMBER:
DRAWING TITLE
ISSUE / REVISION
51643
SOLARIS PLAZA
141 E MEADOW DRIVE
#202
VAIL, CO 81657
SHEET NUMBER
10.26.16 PERMIT ISSUE
960 Atlantic Ave.
Alameda, CA 94501
510 865 8663
mbharch.com
3371 Olcott Street
Copyright c 2016
info@acies.net
fx: (408) 522-5260
ph: (408) 522-5255
Santa Clara, CA 95054
ENGINEERING
EXP: 10/31/17
12.15.16 PLAN CHECK COMMENTS
ATTACHMENT TO STEEL BEAM
SEISMIC ATTACHMENT TO STEEL BEAM
NTS 5
NTS 4 NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
12/19/16