Plans (54) M EC2020-00682
( 2/2 )
RECEIVED
MAR 18 202i
CITY OF T iGAR!.,
BUILDING DIVISIG
SSBS-SEISMIC SOLID BRACE SSSS•SEISMIC SOLID BRACE SSBS-SEISMIC SOLID BRACE SSBS-SEISNIC SOLID BRACE
(SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN) (SIZE PER PLAN)
SUPPORT STRUCTURE SUPPORT STRUCTURE LNG.
SUPPORTSTRUCTURE SUPPORT STRUCTURE
' Revision/Issue Date
AS SHOWN
AS SHOWN O 0 ASSHOWN 0 0 ON PLAN 0 O
ON PLAN AS SHOWN OD STIFFENING STRUT ON PLAN OD STIFFENING STRUT
ROD STIFFENING STRUT ON PLAN OD STIFFENING STRUT
(IF REO'D) (IF REDID)
ANCHORAGE ANCHORAGE RAGE NCHORAGE
PER PLAN PER PLAN CC-SEISMIC ROD CLAMP PER PLAN CC-SEISMIC ROD CLAMP O PER PLAN p
UCC-SEISMIC ROD CLAMP
CC-SEISMIC ROD CLAMP
(IF REO'D) (IF REO'D)
CLEVIS HANGER
0 0 0 0 0 0
LEVIS HANGER
/5/r 12ga STRUT 1 5/8"x 12ga STRUT /5/r 12ga STRUT /5/r 12ga S RUT
CCB•CLEVIS CROSS BRACE
SHB-SEISMIC HOOK BRACE tit SHB-SEISMIC HOOK BRACE
SHB-SEISMIC HOOK BRACE O (SIZE PER PLAN) PIPE STRAP OR U•BOLT(T1'P.)
(SIZE PER PLAN) PIPE STRAP OR U-BOLT TYP.)
(SIZE PER PLAN)
TRAPEZE SUPPORT MEMBER TRAPEZE SUPPORT MEMBER
ELEVATION VIEW ELEVATION VIEW
4
ELEVATION VIEW SHB-SEISMIC HOOK BRACE MAx.
(SIZE PER PLAN)
o ELEVATION VIEW
RISER CLAMP
FOR BRACE ATTACHMENT
Eli
O
PLAN VIEW 1 MASON
PIAN VIEW INDUSTRIES, INC
Q OPTIONAL ATTACHMENT PLAN VIEW
CIJ TO CLEVIS CROSS BOLT
Manufacturers of Noise and Vibration Control Products
LONGITUDINAL SEISMIC SOLID BRACE ALL-DIRECTIONAL SEISMIC SOLID BRACE FOR TRANSVERSE SEISMIC SOLID BRACE FOR and Seismic Restraint Systems
C7 TRANSVERSE SEISMIC SOLID BRACE C9 FOR CLEVIS SUPPORTED PIPE/CONDUIT F7 TRAPEZE SUPPORTED PIPE/CONDUIT (F8 TRAPEZE SUPPORTED PIPE/CONDUIT
SYMBOL ON PLAN FOR CLEVIS SUPPORTED PIPE/CONDUIT SYMBOL ON PLAN SYMBOL ON PLAN SYMBOL ON PLAN 350 RABRO DRIVE
HAUPPAUGE, NY 11788
PHONE (631) 348-0282
SEISMIC BRACE WELDED ATTACHMENT FAX (631) 348-0279
TO A STRUCTURAL STEEL MEMBER a
PRESTRETCHED d ° c 2101 W. CRESCENT AVE. STE. D
VIEW sroE VIEW FRONT GALVANIZED
TCABLE o ° ANAHEIM, CA 92801
Q
7 x 19 STRAND CORE 4 d
/ PRESTRETCHED PRESTRETCHED ° d PHONE (714) 535-2727
121 GALVANIZED AIRCRAFT CABLE GALVANIZED AIRCRAFT CABLE PRESTRETCHED
• ° ° FAX (714) 535-5738
7 x 19 STRAND CORE 7 x 19 STRAND CORE /gyp GALVANIZED AIRCRAFT CABLE d Q'
A307 BOLT scB-o / d
STRUCTURAL STEEL BEAM x 78 STRAND CORE
�• ° ANCHOR EMBEDMENT Q
• TYPE SACW BRACE CAN BE ROTATED / "H• /T d d QO
REF. PAGE Xll 70 ANY ANGLE AS SHOWN E E �`p TYPEA CONTROLLED
p
aaT Dill SCSHD \ CBLERATINGS E CONTROLLED H � d. 'A
70XX ELECTRODE WELD / /J
CABLE BREAgN08TRENOTN Q
SEE TABLE>-F- HORIZ, (Formed steep
CABLE BRACE ANCHOR
Oe11P0 Nlnlmlm d
• SCBH-O Cada N.x T4xRua
SEE BELOW • + DW Ra1Wq mals
WIDE FLANGE +� TYPE SCB ASSEMBLY ala In(mm) Iea1Ne Man(Nm)
® STRUCTURAL STEEL MEMBER BEAM01
RATINGS AS CONTROLLED By F
THREADED BOLT AND NUT TUBE OR W C Acexa 1H° 23° 30 ® CONCRETE SLAB
3 SIDES C / CABLE BREAKING STRENGTH 1
CHANNEL > �- p i (16) UI H+)
FULL SEISMIC BRACE OSFIM MWlmum (MIN.fC=3000 PSI)
BRACES TO BE WELDED B Wa• 4" "
GUSSET PLATE ATTACHMENT 70XX ELECTRODE WELD AS SHOWN BELO LENGTH E A / C.Na Max. Tropes B xe" (2.4) (2.p p1)
L D4. Re W an 80N A 'H' 5/y w 2p
IN-LINE WITH SEISMIC BRACE DO NOT BEND BOLT DW xaxa nq (221 (41) �/ EXPANSION ANCHOR
• SW h(mm) IM(M) 64W(Km)
SEE BELOW BRACE PAST 90° 'H" E MASON SAS(ICC ESR-3037)
BOLT DIA gcga to B• 235 (4 xBN4 14 YID 20
(i/is
+6r (0 w IN (4A) (M)
SACW ATTACHMENT REQUIREMENTS .p. E xe-o 273M yp 3g xex4 we 2s" u J
HOLE DIA, (2.Q (24) (41) (A PO P1)
SEISMIC A307 MELD WELDED FULL LENGTH DN 'G•INSIDE •Y V4 m" "
MASON TYPE SCB OR SSBS) 3a2 x9 3o anxa MASON TYPE SCB OR SSBS
SEISMIC BRACKET SIZE BRACE BOLT SIZE HATH SIDES AND AROUND scSa HOOK DIA al n4a) ne)
SIZE DIA. C E ) 1/B RADIUS (z.q (zs) (41) SEISMIC BRACKET
BC&114 W5 25 '7xrsTRNiD coRE cc
SACW-0 SCB-0 3/8' 1/8' (3)3) (6.3) (3r) \ L
MASON TYPE SCB OR SSB(S) SCB-1 W,6 20" 45 C CABLE BRACE ANCHOR Z w
( ) PLATE HOLE BOLT FILLET SEISMIC BRACKET SACW-1 SSB-1 1/2' 1/8' O O / sce-z lel 19.b (61) / (Formed SbM) O I—
SCB SSBS SSBS-12 MASON SEISMIC E70XX xea 114 31M 55 (n
SIZE SIZE SIZE DIA. DIA. WELD SIZE SCB-2 (6) (,4.0) (75) W
BRACE SIZE WELD SIZE g (' }
SACW-2 SSB-2 5/8' 3/16' aro ea7a 299 2
SCB SSB(S) WELD SSBS-20 a SCB-0 0.047' SCBa (+g) (305) In,) A TYPE SCB ANCHOR IM"wNS10Ng-WN1"(mm Z Lu to
SIZE SIZE SIZE SCB-3 SCB / SSH-1 0.056' •7x7 sr12ANo CORE sl.nre Imam. O
H-0 3"x 3"x 1/4" 7/16" 3l8" 3/16" 0 1/8a SACW-3 SSB-3 3/4' 3/16' SSBS-12 SCB / SSB SCB / SSH-2 0.084' es. "i� ,,. ,w gene ++ne 1M1e ,w r a SCB SSB(S) ANCHOR BOLT ANCHOR BOLT MIN. BOLT UU Z Q
1 SSBS-12 ,/8" SCB-4
OR WELDED SCB / SSB-3 0.103' TYPE SCB ANCHOR DIMENSIONS-inches(mm SCBH-1 thru3 Soo" Isl lel (361 1521 Itet 121) N6) 4) 1131 113)
1 SSBS-12 3"x 3"x 1/4" 9/16" 1/2" 3/16" SACW-4 1-1/4' 1/4' SSBS-20 FULL size A B C D E F o H SIZE SIZE DIAMETER NOMINAL SPACING 0
SSB-4 SCB / SSH-4 0.117 q 1w 7a w &Amin 114 23• 1 1 31• 114 " 14
2 SSBS-20,25 1/8" LENGTH AN 15/16 1In W4 15/16 ,W4 7116 in 8C8`1 l+m (10m13) (u) I") Pal Pa) (eel 1311 I'M (13) EMBEDMENT
3 SSB-3 3/16" FOR BOLT TORQUE REQUIREMENTS REF. PAGE (2) SIDES scaa (33) (38) (19) (24) (u) (-) (13) D3) ea 3e 5/e
2 SSBS-20,25 4"x 4"x 1/4" 11/16" 5l8" 3/16" HSS, ea"u 7M 14mw 278 3w t1V1e 4
sc6-,3u4 g�,1 ,5/6 z + (24) 338 (W) 9116 +rz an n3m19) 5/3) 34 1311 177 111+) (4a) (22) 11el 1 SSBS-12 1/2" 2-3/4" 12" U U
4 SSB-4 3/16" 135) 2 (25) (T1 4 1W (1Q (13) scg na aeml 3W) 4w 1w (L+6 4w ( na w
3 SSB-3 5"X 5"X 3/8" 13/16" 3/4" 1/4" MAXIMUM SEISMIC BRACE LOADS TO STRUCTURE AT VARIOUS BRACE ANGLES(LBS) n tem " +21 u 121 m 111
11) 234 1Wg 1W16 416 1W4 11116 5/6
BRACE SCB-1 / SSB-1 4ub- - x84 N+) nor (36) (30) n++r usr nn (+e) 2 SSBS-20/25 5/8" 3-3/8" 15"
4 6"X 6"x 3/8" 1 5/16" 1 1/4" 1/4" ANGLE SCB-0 SSBS-20 (UP TO SCB-3 / SSB-3 SCB-4 / SSB-4 STANDARD ROD PULL SCBHS SNUG STANDARD WASHER
S$B-4 SSBS-12 I R.11 SCO-3 2 31Q 1311 17116 4W4 2 1W,s 314 WITH FULL N BEFORE TIGHTENING NUT. (Min.OD-2.5 x Rad DN.) J
(RISEIRUN) VERT. HORIZ. VERT. HORIZ, VERT. HORIZ, VERT. HORIZ. VERT. HDRIZ. (51) (w) (u) (37) (121) (5+) (21) (+9)
211 447 224 872 436 1834 917 2817 1409 6149 3075 "Ca" 3+re s 2111 115/16 SW4 2114 15/16 1 0 � Q
NOTE:BRACKET MATERIAL L9 A305EL ne (127 (Ln) N9) 1u 5 33 25
1,511 416 277 all 541 1706 1137 2621 1747 5720 3814 PLAN VIEW OF SCBH INSTALLATION w (,
111 354 354 689 689 1450 1450 2227 2227 4861 4861 Z
111.5 277 416 541 ell 1137 1706 1747 2621 3814 5720 NOTE:BRACKET MATERIAL IS A3e STEEL LU Ur d
SEISMIC BRACKET WELDED TO A 112 224 447 436 872 917 1834 1409 2817 3075 6149 V i SCB SEISMIC CABLE BRACE _
SEISMIC BRACKET ATTACHMENT TO A H 11 NOTE: THE STRUCTURAL ENGINEER OF RECORD MUST CHECK THE STRUCTURAL STEEL FOR THE ATTACHMENT LOCATION AND ^ I SEISMIC BRACKET ATTACHMENT TO A ~ Z d
H8 STRUCTURAL STEEL MEMBER SEISMIC LOADS FROM THE SEISMIC RESTRAINT SYSTEM. H 1 J U
GUSSET PLATE OF A STRUCTURAL STEEL BEAM SEISMIC BRACKET ATTACHMENT X'Z SCBH - SEISMIC CABLE BRACE �/ CONCRETE SLAB WITH (1) MASON SAS ANCHOR LU W
8 WITH HOOK ATTACHMENT %iiI LU
TO A STRUCTURAL STEEL BEAM U)m Z
U W
� 11
Cn W
THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS U) Cn
Rod Maximum StrutSOffener Maximum UC INSTALLATION 0
STRUT STIFFENER Size Compressive Max UCC Lt_
in(mm) Force Minimum Size Length Spacing 3/8 In.(10 mm)
Ibs(kN) in(mm) in(mm) in(mm) MAXIMUM
3/8 425 15/8 x 15/8 x 12 Gage 96 28 CLEARANCE
(10) (1.9) (41 x 41 x 2.5) (2438) (711)
1275 15/8 x 15/8 x 12 Gage 96 38
1/2 (5.6) (41 x 41 x 2.5) (2438) (965) E(See NOteS)
w
(13) 1200 15/8 x 1 5/8 x 12 Gage 120 38
J
(5.3) (41 x 41 x 2.5) (3048) (965) LUZ
1475 15I8xi5IBx12Gage 96 aB (6 m ;/ mVERTICAL ROD STIFFENER USING 12ga STRLT z Q
5/8 (6.5) (41 x 41 x 2.5) (2438) (1219) 1 1 in.
(16) 1325 15/8 x 15/8 x 12 Gage 120 48 Max.J_
(5.9) (41 x 41 x2.5) (3048) (1219) (2M nm) Maximum Maximum Max. w
3/4 2500 1518 x 1518 x 12 Gage 144 57 MAXIMUccUM SCB Or Support Unbraced Braced UCC Strut 0
(,9) (,,.,) (a, xa, xz.$) (3658) (lade) E(see Notes) SPACING SSB(S) Rod Dia. Rod Length Rod Length Spacing Brace o Q
Size (in.) (in.) (in.) (in.) Size (in) 0
H
1/2"x 1-1 x 13 UNC
LOCKINGING BOLT MAXIMUM MAXIMUM MAXIMUM MAXSCB/H-0 3/8 18 96 28 1 5/8 x 1 5/£x 12g a
B
TORQUE TO 10 ft-lbs MAXIMUM 1 in. UNBRACED STIFFENER UNBRACED SCB-1
UCC (25 mm) ROD LENGTH LENGTH ROD LENGTH SSB-1 1/2 25 120 38 1 5/8 x 1 5/£x 12ga
SPACING Min. SSBS-12 5/8 31 120 48 1 5/8 x 1 5/£x 12ga
MAXIMUM
STIFFENER MAXIMUM SCB-2 1/2 25 120 38 1 5/8 x 1 5/Fx 12ga
ROD LENGTH Uc SSB-2 5/8 31 120 48 1 5/8 x 1 5/£x 12ga
MAXIMUM SPACING 1 In 3/4
1 in. SSBS-20 37 144 57 1 5/8 x 1 5/£x 12ga
X18 SPACING (25 mm) (25 mm)
O Min. Min. SCB-3 5/8 31 120 48 1 5/8 x 1 5/ix 12ga
SSB-3
SSBS-25 3/4 37 144 57 1 5/8 x 1 5/3x 12ga
,sne• �,-w•
E(See Notes) E(See Notes)
L L
MASON UCC CLAMP 12ga STRUT GENERAL NOTES.
1.MASON INDUSTRIES,INC.SCOPE OF WORK IS LIMITED
RODS WITH SPRING HANGERS RODS SOLID TO STRUCTURE TO THE DESIGN OF SEISMIC BRACING FOR THE
SUSPENDED DUCTWORK/PIPING SYSTEM. THE
PROFESSIONAL ENGINEER'S SEAL APPEARS ON THIS
E= 1 1/2 in. (38 mm)maximum for 3/8"(10 mm)to 1/2"(13 mm)diameter rods and E=4 in. (102 mm)maximum for 5/8"(16 mm)to 1 1/4"(32 mm) DOCUMENT ASSUMES RESPONSIBILITY FOR THE
XrJC UCC - SEISMIC ROD CLAMPS diameter rods. A minimum of(2)UCC Rod Clamps per stiffener member are required. Refer to table to the right for Maximum Unbraced Rod Length, VALIDITY OF ONLY THE SEISMIC BRACING ELEMENTS
FOR STRUT CHANNELS
SHOWN HEREON AND NOT FOR ANY ARCHITECTURAL,
CIVIL,MECHANICAL,ELECTRICAL OR ANY OTHER
ENGINEERING OR DESIGN ASPECT OF THE WORK.
2.CONSTRUCTION SHALL NOT BEGIN UN71L ALL
APPROVALS ARE IN PLACE,INCLUDING APPROVAL OF
THIS SUBMITTAL BY OWNER'S AGENTS,CONSULTANTS,
AND/OR BY BUILDING PERMIT PLAN CHECK. MASON
INDUSTRIES,INC.WILL NOT ASSUME ANY
RESPONSIBILITY FOR CONSTRUCTION DONE PRIOR TO
THE AFOREMENTIONED APPROVALS.
$heat
Mason EO 34896
Da" 3/16/21
D6"n NN Chkd PS-01
Scale (NONE)