APPROVED DEF SUB1- BLD2021-0756+Structural_PLANS+8.22.2023_4.56.13_PM+374131401001 -CODE REQUIREMENTS:
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE AS ADOPTED
BY THE LOCAL JURISDICTION.
01003 - DESIGN LIVE LOADS / DATA:
FOR USE IN DESIGN OF ANCHORING MECHANICAL EQUIPMENT.
DEAD LOADS
ACTUAL WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT.
FLOOR LIVE LOADS - PER STRUCTURAL CONSTRUCTION DOCUMETS (KPFF)
ROOF LIVE LOADS - PER STRUCTURAL CONSTRUCTION DOCUMENTS (KPFF)
WIND DESIGN DATA (FROM FOR - KPFF STRUCTURAL PERMITTED DRAWINGS)
BASIC WIND SPEED 110 MPH
(3-SECOND GUST)
WIND IMPORTANCE FACTOR IW = 1.0
WIND EXPOSURE EXPOSURE B
TOPOGRAPHIC FACTOR Kt = 1.00
INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.18
EARTHQUAKE DESIGN DATA (FROM FOR - KPFF STRUCTURAL PERMITTED DRAWINGS)
SEISMIC IMPORTANCE FACTOR le = 1.0
OCCUPANCY CATEGORY II
SPECTRAL RESPONSE ACCELERATIONS S1 = 0.497g
Ss = 1.273g
SITE CLASS D
SPECTRAL RESPONSE COEFFICIENTS SD1 = 0.498
SIDS = 0.849g
SIESMIC DESIGN CATEGORY D
05000 - STRUCTURAL STEEL
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC 360-10 SPECIFICATION
FOR STRUCTURAL STEEL BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING
U.N.O.:
STRUCTURAL W SHAPES ASTM A-992 Fy = 50 KSI
S, M, AND C SHAPES ASTM A-36 Fy = 36 KSI
STEEL ANGLES ASTM A-36 Fy = 36 KSI
PLATE MATERIAL ASTM A-36 Fy = 36 KSI
STRUCTURAL PIPE ASTM A-53 GRADE B Fy = 35 KSI
STRUCTURAL HSS ASTM A-500 GRADE B Fy = 46 KSI
ANCHOR RODS ASTM F1554 Fy = 36 KSI
WOOD CONNECTION BOLTS ASTM A-307 GRADE A
WELDING ELECTRODES E7018
ALL WELDING SHALL CONFORM TO THE AWS D1.4 "STRUCTURAL WELDING CODE". ALL WELDING
SHALL BE PERFORMED BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND
AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE PENETRATION (CP) WELDS
SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL BE VISUALLY INSPECTED.
STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED
AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123. ALL FIELD WELDS EXPOSED TO WEATHER
SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM A-780.
ALL STRUCTURAL STEEL TO RECEIVE ONE COAT OF PAINT (PRIME COAT). PROVIDE A MINIMUM FRY -
FILM THICKNESS OF ONE MIL. PREPARE SURFACE TO MEET REQUIREMENTS OF SSPC-SP2. TOUCHUPS
OF ABRASIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. LINO. REFER TO ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATING TO FINISH PAINT OR
OTHER FINISH REQUIREMENTS.
05001 - UNISTRUT
CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL STEEL CONFORMING
TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS: A 1011 SS GR33, A 653 GR 33.
ALL FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONE OF THE
FOLLOWING ASTM SPECIFICATIONS: A 575, A576, A 36 OR A 635.
ANY SUBSTITUTIONS OR VARIANCE REQUESTS SHALL BE SUBMITTED IN WRITING TO
ENGINEER.
STRUT SYSTEM COMPONENTS SHALL BE FINISHED WITH ELECTRO-GALVANIZED (EG)
ELECTROLYTICALLY ZINC COATED PER ASTM B 633 TYPE III SC 1.
08300 - SCREW ANCHORS:
CONCRETE
SCREW ANCHORS SPECIFIED IN THE DRAWINGS SHALL BE DEWALT SCREW -BOLT.
ANCHOR DIAMETER AND EMBEDMENT PER PLAN. AS A MINIMUM PERIODIC SPECIAL INSPECTON IS REQUIRED
PER SECTION 4.4 OF ICC-ES ESR-3889.
HEX HEAD CAP SCREWS MW
Part
No.
Size
Wt/
100 PCs
Lbs (kg)
HHCS025044EG
A" x'/s"
1.0 (0.5)
HHCS025075EG
/4" x %4"
1.3 (0.6)
HHCS025150EG
VV x 1%2"
2.6 (1.2)
HHCS031125EG
5/B"x 1Y4"
3.6 (1.6)
HHCS037075EG
3/a" X 3/4"
4.0 (1.8)
HHCS037087EG
3/8' X Y8"
4.4 (2.0)
HHCS037100EG
3/8' x 1"
4.5 (2.0)
HHCS037125EG
W, x 1%"
5.3 (2.4)
HHCS037150EG
%" x 11/2"
6.0 (2.7)
HHCS037200EG
1/8' x 2"
7.6 (3.4)
HHCS037225EG
%" x 21%"
8.4 (3.8)
HHCS037250EG
%" x 21/2"
9.2 (4.2)
HHCS050094EG
/2" x 1%6"
9.1 (4.1)
HHCS050119EG
/2" x 1%6"
10.2 (4.6)
HHCS050150EG
%2" x 1Y2"
11.6 (5.3)
HHCS050175EG
%2" x 1%4"
13.1 (5.9)
HHCS050200EG
/2" x 2"
14.6 (6.6)
HHCS050225EG
%2" x 2%4"
16(7.3)
HHCS050250EG
%2" x 2%2"
17.5 (7.9)
DESIGN BOLT TORQUE
STEEL COUPLER NUTS
Part
Number
Size
Length
In (mm)
Wt/100
PCs
Lbs (kg)
HRCN025
A"
- 20
%'- (22.2)
1.9 (0.9)
HRCN031
5/6"
-18
13/4" (44.5)
7.5 (3.4)
HRCN037
%"
-16
13/4" (44.5)
9.0 (4.1)
HRCN044
'/6"
-14
1W (44.5)
10.4 (4.7)
HRCN050
%2"
-13
11/4" (44.5)
10.0 (4.5)
HRCN062
W
-11
21/8" (54.0)
18.0 (8.2)
HRCN075
%4"
-10
21/4" (57.2)
28.0 (12.7)
HRCN087
7/F
- 9
21/" (63.5)
55.0 (24.9)
HRCN100
1"
- 8
23/4" (69.9)
73.0 (33.1)
BOLT SIZE
1/4"-20
V%%18
%"-16
1/2"-13
1/8"-11
3/4"-10
Rec. Torque
6
11
19
50
100
125
FULbs (N•m)
(8)
(15)
(26)
(68)
(136)
(170)
Max Torque
7
15
25
70
125
135
Ft/Lbs (N•m)
1 (9)
1 (20)
1 (34)
1 (95)
1 (170)
1 (183)
SET SCREW TORQUE
BOLT SIZE
1/4"-20
5/B"-18
%s".16
1/2"-13
%"-11
%4"-10
Set Screw 40 60 125
250
400
665
Torque (4) (7) (14)
In/Lbs (N•m)
(28)
(44.5)
(75)
Note: Caution should be taken not to overtighten the set screw
a
cD
C7
O
04
CV
O
N
CV
00
UNISTRUT
P10000
TYPICAL UNISTRUT COMPONENTS
DF GR HG PG PL
5 W-
1'A8' 41.3
11
0+-
915" 23.2
15W4F1
710" 18.0
2 2
Wt/100 Ft:189 Lbs (281 kg/100 m)
Allowable Moment 5,070 In-Lbs (570 N•m)
12 Gauge Nominal Thickness .105" (2.7mm)
P1001 DF GR HG PG PL
Wt/100 Ft: 378 Lbs (562 kg/100 m)
Allowable Moment 14,360 In-Lbs (1,620 N•m)
12 Gauge Nominal Thickness .105" (2.7mm)
P1000 DS P1000 H3 LN GR HG PG PL P1000 HS GR HG PG PL P1000 KO ffGR PG
Slots are 2 3/4" (69.9) x 7W (22.2) 7W (22.2) Knockouts
3 11h" (88.9) on Center Q 9/16" (14.3) Dia. Holes 9/16" (14.3) Dia. Holes 6" (152.4) on Center
1 7W (47.6) on Center 1 'A" (47.6) on Center
3/4n C 0
(19.1) p
Pipe Clamps can be
Mounted on Both Sides
Wt/100 Ft: 173 Lbs (257 kg/100 m) Wt/100 Ft: 175 Lbs (260 kg/100 m) Wt1100 Ft: 190 Lbs (283 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m)
P1000 SL GR HG PG PL P1000 T DF GR HG PG PLI P1000 WT IIIIIN DF GR HG PG PL
Slots are
3" (76.2) x 1 A2" (10.3) Slots are Slots are
4" (101.6) on Center 1 �1W (28.6) x'/18' (14.3) 2" (50.8) x 11/16" (17.5)
2" (50.8) on Center 3" (76.2) on Center
1 1 3/16"
(30.2) 1 W.
(25.4) V81' (38.1)
F" (22.2) r'
(12.7) (25.4)
Wt/100 Ft: 185 Lbs (275 kg1100 m) Wt1100 Ft: 185 Lbs (275 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m)
CHANNEL NUTS (REFER TO PAGES 73,74 FOR DETAILS)
P1 006-0832
P1008T
P1006-10241024
P1006T1420
P1006-1420
P1010T
P1007
P1008
P1009
IrP1024
P1012S
P1023S
P1010 P1012
P102323
P1024S
Channel Finishes: DF, PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20'
STEEL THREADED ROD
Standard Length 12' (3.7m)
LS 500
SEE PAGE 73, 74
P3006-0832
cL\ P3016-0632
�.�� P3006-1024
P3016-0832
P3006-1420
P3016-1024
P3007
P3016-1420
P3008
P3009
P3010
DF EG P2485K
Low Carbon Steel Grade 1006 -1010
Fy = 36,000 psi minimum
F1= 58,000 psi minimum
Wt/100 Ft.
Part No.
Size
Lbs (kg)
HTHR025
1/4" x 20
13(5.9)
HTHR031
5/1s" x 18
20(9.1)
HTHR037
W x 16
30 (13.6)
HTHR044
'/6" x 14
30 (13.6)
HTHR050
1/2" x 13
53 (24.0)
HTHR062
W, x 11
84 (38.1)
HTHR075
3/4" x 10
124 (56.2)
HTHR087
%" x 9
170 (77.1)
HTHR100
1" x 8
223 (101.2)
Standard 15/8" - Flat Plate Fittings
°°
°
o ° e o
_'
00
P9209-Pg 68 P9010-Pg 68 P1065-Pg 81 P1924-Pg 81 P1066-Pg 81 P1925-Pg 81 P1067-Pg 81 P2079-Pg 81 P1941-Pg 81 P1036-Pg 81
00<>0
° oe
e e
0 0 0 0 0 0 0 0 0 0 o
P1380A-Pg 81 P1334-Pg 81 P1380-Pg 81 P1873-Pg 82 P1031-Pg 82 P1028-Pg 82 P1356-Pg 82 P1358-Pg 82 P1726-Pg 82 P1953-Pg 82
Standard 15/8" - Ninety Degree Fittings
0 0
0 0 0 0 0 0 0 0 0 0
P1950-Pg 82 P2325-Pg 81 P2324-Pg 81 P1026-Pg 82 P1068-Pg 82 P1750-Pg 83 P1281-Pg 82 P1538A-Pg 83 P1498-Pg 83 P1747-Pg 83 P1458-Pg 82
0 00 0 00 00 00 00 00
0 00 0 0 0 00 00 00
° o ° o o e o -
0
° ° o °o °o °0 °° ° o � o0 00
®° 00 °° o0 00 00 00 00
P1326-Pg 83 P1346-Pg 83 P1325-Pg 83 P1822-Pg 83 P1823-Pg 83 P1821-Pg 83 131934-Pg 84 P1033-Pg 83 P1037-Pg 83 P1038-Pg 83
00 00
00 °
o °
P1034-Pg 83 P1035-Pg 84 P1029-Pg 84 131357-Pg 84 P1359-Pg 84 P1381-Pg 84 P1290-Pg 84 P1291-Pg 84 P1579-Pg 84 P1727-Pg 84
Standard 15/8" - 7" and "U" Shape Fittings
°o p0 00 00 00
o m o0
"
o °
00 00 00 00
P1728-Pg 84 P2235-Pg 84 P1713-Pg 84 P1130-Pg 85 P1956-Pg 84 P1957-Pg 84 P1045-Pg 86 P1347-Pg 86 P1479A-Pg 86 P1047-Pg 87
Standard 15/8" - Wing Shape Fittings
® 0 0 0 00 0 0 0 0 0 0 0 0
0
0 0 0 0
° 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
P1048-Pg 88 P2326-Pg 88 P2343 R-L-Pg 89 P2223-Pg 89 P2224-Pg 89 P2225-Pg 89 P2227-Pg 89 P2228-Pg 89 P2229-Pg 89 P2345-Pg 89 P2346-Pg 89
Standard 15/8" Metal Framing - Wing Shape Fittings Standard 15/8" - Misc. Fittings
0 0 0 0 0 0 0 0 0 0 0 0
°° ° °
0 0 0
00 00 ®® o0 00 00 00 00
P2347-Pg 89 P2344 R-L-Pg 89 P2226-Pg 89 P2230-Pg 89 P2245-Pg 89 P2348-Pg 90 P2341 R-L-Pg 89 P2472 R-L-Pg 89 P1843-Pg 104 P1354A-Pg 104 P1201-Pg 103
00 00
00
e e o 4
a
00 00
P1204-Pg 103 P1944-Pg 103 P2655-Pg 103 P2354L-Pg 103 P2354R-Pg 103 P2231-Pg 93 P2233-Pg 93 P1271S-Pg 98 P1796S-Pg 98 P2785-Pg 98
1i
° ° A
00o o
P2867-Pg 98 P2868-Pg 99 P1887-Pg 90 P2072A-Pg 90 P2072-Pg 90 P2860-10-Pg 61
SEISMIC CRADLE CLIP ASSEMBLY
3/8"xl" HHCS
P3008 Nut
� All -Thread Rod
P1000T
(8" Shorter than Rod) P2485 Cradle Clip
SEISMIC PIVOT FITTINGS
P1000T P1000 Channel
Cradle Channel /_ Lateral Brace
Clip Stiffener
P1000 Channel
Y Transverse Brace
t
1
P1546
Wt/100 PCs: 3.0 Lbs (1.4 kg)
Special Applications Fittings
°
P1843-Pg 104 P1354A-Pg 104 P1354-Pg 104
P2485 & P2486 - SPACING CHART
P2485 CRADLE CLIP NMI
P2485
Cradle Clip
�17 a' P1000T
(31.8) Threaded Rod
'All -5%"
P3008 Nut
Cradle clip only, order 3%" x 1" Hex Head
other items seperately. cap screw
Cable,
Fixed
F
R
Notes:
Stiffener ClipSpacing L
P 9 ()
2/"
�N...Rod
Anchor
"R" - Hole
1. Minimum Tensile Stress is 50,000 psi
Part Size
Diameter
Rod Stress
Rod Stress
Rod Stress
Rod Stress
(345MPa)
(63.5)
Number In (mm)
In (mm)
Root
Radius of
Design
@100%
@75%
@50%
@35%
2. Working Stress is 10,700 psi (73.9 MPa) -
3/8
LS 500 037
7/16
Rod Size
Area
Gyration
Load
10,700 PSI
8,025 PSI
5,350 PSI
3,745 PSI
Same as for Tension
9 5
11.1
In (mm)
In2 (mm2)
In (mm)
Lbs (kN)
In (mm)
In (mm)
In (mm)
In (mm)
/2
%6
%
0.068
0.074
730
9
11
13
15
3. Compression Will Only Occur During a
R
2�,
(52 8)
LS 500-050 12.7
14.3
9.5
49.5
1.99
3.25
228.6
279.4
330.2
381.0
Seismic Event
Cable
Length
%
LS 500-062
1Y116
/
0.126
0.100
1,350
12
14
17
21
4. Compression Requires the Use of Rod
15W
096
8' (2.4M)
15.9
17.5
12.7
72.4
2.40
6.01
304.8
355.6
431.8
533.4
Stiffeners
(41.3)
120
10' 3.OM
( )
3/4
LS 500-075
3/,s
5. KL/r = 200 When Rod Stress is at 35%
144
12' (3.6M)
19.1
20.6
%
0.202
0.127
2,160
15
18
22
26
Example
LS500-037-096
180
15' (4.5M)
FINISH
15.9
138.3
3.32
9.61
381.0
457.2
558.8
660.4
Refer to seismic bracing systems
Cable Length
LLI 9
240
360
20' (6.1 M)
25' (7.1M)
Electro-galvanized (EG), conforming to
catalog for more detailed information.
Anchor Size
360
30' (9.1M)
ASTM B633 Type III SC1.
Fitting Number
480
40' (12.2M)
Note:
1. Allowable loads have been determined by the manufacturers testing, analysis and technical specifications.
2. For retrofit application, engineer of record must verify.
3. Square washer provided with fitting.
4. Loads are the same as the SPF 400
Structural Drawing Schedule
SHT Sheet Name Issue Date Rev Rev Date
S1.0
Structural Notes
08/02/23
S2.0
Hood
08/02/23
S2.1
Rooftop Mechanical Units
08/02/23
S4.0
Details
08/02/23
Grand total: 4
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ELEVATION
SCALE. V2 -V-0"
1 3"
6'
ITEM #66
FRYER
VULCAN
1GR35M ITEM #66.1
FILTRATION SYSTEM
VULCAN
MF-1
�� F Ro
G�pF WAHS �
��
ood
ANTHOLOGY OF E DMONDS
JOB #: 23077
ENG: BJM
CAD: JMA
SCALE: 1/4" = 1'-0"
No. REVISION DATE
ENGINEERING
M
INC.
KEY ISSUE DATES:
SD
DD: DD
CCD
PERMIT: 08-02-2023
OTHER: BD
212D:
00 72n d AveAv e W
Edmonds, WA. 98026
48 o ���w
S AL �~
NAL
IL 08/02/23
Structural Engineers
180 Nickerson Street Suite 302 Seattle, WA 98109
206.285.4 veerng.co206.285.0618(F)