Report OFFICE COPY ATE--torito
.ot .v .
RECEIVED
sioN,
r° srPtC OPYsreP416 CITY OFTIGARD
BUILDING DIVISION
wworExpreassfireSystsencoon
EXPRESS FIRE SYSTEMS
670 S. 28TH STREET
WASHOUGAL, WA 98671
PHONE: (360) 953-8432
W W W.ExpressFi reSystems.com
FIRE SPRINKLER CALCULATION
FOR
Broadway Rose Theater
EO Pig FF
's' SS
S/lo/2\
OREGON
27 �'IR10,25)
LAMED
EXPIRES: / /3021
ARK
Mohamed Hussein
From: Mohamed Hussein
Sent: Friday, April 30, 2021 3:17 PM
To: Aaron Beattie
Subject: RE: Broadway Rose Fire Flow Test
Thanks Aaron,
The test you attached is dated 2015. I will use these numbers for my calculations given that there were no changes per
your email.
Thank you,
/�afasrre�OTua¢eTs� PE
Design/ Project Manager
Express Fire Systems, Inc.
mohamed@expressfiresystems.com
Office: 360-953-8432
Fax: 360-953-8394
CCB#193272/WA. License: EXPREFS895NS
FIRE S v 9 T E M R
www.ExprossFiroSyets+ns.00rn
From:Aaron Beattie <abeattie@tigard-or.gov>
Sent: Friday,April 30, 2021 2:20 PM
To: Mohamed Hussein<mohamed@expressfiresystems.com>
Subject: Broadway Rose Fire Flow Test
Mohamed
Attached is the last fire flow test we performed for the theater. It was back in 2005 and the test shows an abundance of
available flow. Hopefully the Fire Marshal will accept this. There have been no changes to the water system in that
area. All the other test I have near that area are form the same year as this one.
Let me know if you need to have a test performed.
Aaron Beattie
Water Operations Supervisor
CITY OF TIGARD
Public Works 113125 SW Hall Blvd. I Tigard, Oregon 197223
Main: 503.639.4171 I Direct: 503.718.2690 Cell: 503.702.0780 Fax: 503.684.8840
Email: abeattic(tigard-or.gov
1
HYDRANT FLOW REQUEST FORM
o
PROJECT: SW PACIFIC HWY & SW SCHOOL ST.
ADDRESS:
CROSS STREET:
FLOW
HYDRANT LOCATION: SW SCHOOL ST. & SW GRANT ST.
STATIC: 82
RESIDUAL: PITOT- 69
GPM: 1394 AT 20 PSI - 12,947 GPM
DATED: 04.09.15 8:00 AM
MONITOR
HYDRANT LOCATION: SW PACIFIC HWY & SW SCHOOL ST.
STATIC: 82
RESIDUAL: 82
GPM:
DATED: 04.09.15 8:00 AM
WITNESS
WITNESSED BY:
TITLE:
ORGANIZATION: CITY OF TIGARD WATER DEPT.
SIGNATURE:
VIREAkli
avail- Ems
R Em1 OENTIAL • COMMERCIAL • I N In Li MT RI AL
XCEEIC0INJG YOUR
EXPECTATIONS 24/7 !
EXPRESS FIRE SYSTEMS
670 S. 28TH ST.
WASHOUGAL, OR 98671
360-953-8432
Job Name : BROADWAY ROSE THEATRE
Drawing : S21-029L
Location
Remote Area : 1
Contract : S21-029
Data File : S21-029L Area 1.WXF
Date/Time : 05/04/2021 - 10:05 AM
Computer Programs by Hydratec Inc. Revision; 50.54.4
EXPRESS FIRE SYSTEMS Page 1
BROADWAY ROSE THEATRE Date
HYDRAULIC CALCULATIONS
for
Project name: BROADWAY ROSE THEATRE
Location:
Drawing no: S21-029L
Contract number: S21-029
Date: 5/3/2021
Design
Remote area number: 1
Remote area location: COSTUME SHOP
Occupancy classification: M
Density: 0.2 -Gpm/SqFt
Area of application: 1611 -SqFt
Coverage per sprinkler: 130 -SqFt
Type of sprinklers calculated: SSU 8.0
No. of sprinklers calculated: 15
In-rack demand: -GPM
Hose streams: 250-GPM
Total water required(including hose streams): 647.4 - GPM @ 70.5 - Psi
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 4/9/2015
Location: NEAR CITY CONNECTION
Source: TIGARD WATER
Name of contractor: EXPRESS FIRE SYSTEMS
Address: 670 S. 28TH ST. / /WASHOUGAL, OR 98671
Phone number: 360-953-8432
Name of designer: MH
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.54.4
Water Supply Curve
EXPRESS FIRE SYSTEMS Page 2
BROADWAY ROSE THEATRE Date
City Water Supply: Demand:
Cl - Static Pressure : 82 D1 - Elevation : 11.494
C2 - Residual Pressure: 82 D2 - System Flow : 397.385
C2- Residual Flow : 1394 D2 - System Pressure : 70.527
Hose ( Demand ) : 250
D3 - System Demand : 647.385
Safety Margin : 11.473
150
140
130
P 120 :
R 110
E 100
S 90 C1 C2
ci
S 80
D2
U 70
R 60 D3
E 50
40
30
20
10 D1
. . I .
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( NA1.85 )
Computer Programs by Hydratec Inc. Revision: 50.54.4
Fittings Used Summary
_ EXPRESS FIRE SYSTEMS Page 3
BROADWAY ROSE THEATRE Date
Fitting Legend
Abbrev. Name / % 1 1% 1'% 2 2''/ 3 3% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.54.4
' Flow Summary - NFPA
EXPRESS FIRE SYSTEMS Page 4
BROADWAY ROSE THEATRE Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 82.0 82 1394.0 82.0 647.38 70.527
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
101 26.54 8 11.1 26.65 0.2 130
102 26.54 8 11.15 26.72 0.2 106
103 26.54 8 11.39 26.99 0.2 121
105 26.54 8 11.04 26.58 0.2 121
106 26.54 8 11.11 26.67 0.2 121
107 26.54 8 11.38 26.98 0.2 121
104 26.54 12.29
108 25.58 13.91
109 25.58 15.15
110 25.58 25.03
111 20.0 35.14
TOR 20.0 39.79
BOR 1.5 50.23
TUG 1.5 53.29
BUG -3.5 55.63
VO -3.5 62.91
CW -3.5 71.52
TEST 0.0 70.53
112 26.54 8 10.0 25.3 0.2 88
113 26.54 8 10.08 25.4 0.2 127
115 26.54 8 10.1 25.42 0.2 82
116 26.54 8 10.15 25.49 0.2 127
114 26.54 10.53
117 25.58 11.99
118 25.58 12.72
119 26.54 8 10.63 26.09 0.2 127
120 26.54 8 10.72 26.2 0.2 127
122 26.54 8 10.71 26.18 0.2 127
123 26.54 8 10.8 26.29 0.2 127
121 26.54 11.2
124 26.54 8 14.47 30.43 0.2 121
125 26.54 14.62
HOSE -3.5 71.4 250.0
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 5
BROADWAY ROSE THEATRE Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe """`„ Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
101 26.540 8.00 26.65 2 8.570 120 11.098
to 0.0
102 26.540 26.65 2.157 8.570 0.0065 0.056 Vel = 2.34
102 26.540 8.00 26.72 2 9.670 120 11.154
to 0.0
103 26.540 53.37 2.157 9.670 0.0239 0.231 Vel = 4.69
103 26.540 8.00 26.99 2 T 12.307 5.430 120 11.385
to 12.307 0.0
104 26.540 80.36 2.157 17.737 0.0510 0.904 Vel = 7.06
0.0
104 80.36 12.289 K Factor= 22.92
105 26.540 8.00 26.58 2 11.110 120 11.038
to 0.0
106 26.540 26.58 2.157 11.110 0.0066 0.073 Vel = 2.33
106 26.540 8.00 26.67 2 11.110 120 11.111
to 0.0
107 26.540 53.25 2.157 11.110 0.0238 0.264 Vel= 4.68
107 26.540 8.00 26.98 2 T 12.307 5.680 120 11.375
to 12.307 0.0
104 26.540 80.23 2.157 17.987 0.0508 0.914 Vel = 7.04
104 26.540 80.36 2.5 T 16.474 0.960 120 12.289
to 16.474 0.416
108 25.580 160.59 2.635 17.434 0.0692 1.206 Vel = 9.45
108 25.580 206.37 3 10.920 120 13.911
to 0.0
109 25.580 366.96 3.26 10.920 0.1132 1.236 Vel = 14.10
109 25.580 30.42 3 T 20.159 45.750 120 15.147
to E 9.408 29.567 0.0
110 25.580 397.38 3.26 75.317 0.1312 9.879 Vel = 15.27
110 25.580 0.0 3 2E 18.815 3.580 120 25.026
to Mfx 0.0 18.815 7.174 ** Fixed Loss=4.757
111 20 397.38 3.26 22.395 0.1312 2.938 Vel = 15.27
111 20 0.0 3 2E 18.815 16.670 120 35.138
to 18.815 0.0
TOR 20 397.38 3.26 35.485 0.1312 4.654 Vel = 15.27
TOR 20 0.0 3 18.500 120 39.792
to 8.012
BOR 1.5 397.38 3.26 18.500 0.1312 2.427 Vel = 15.27
BOR 1.5 0.0 3 2E 18.815 3.160 120 50.231
to G 1.344 20.159 0.0
TUG 1.5 397.38 3.26 23.319 0.1312 3.059 Vel = 15.27
TUG 1.5 0.0 4 5.000 120 53.290
to 2.166
BUG -3.5 397.38 4.26 5.000 0.0356 0.178 Vel = 8.94
BUG -3.5 0.0 4 5E 72.668 152.810 140 55.634
to 72.668 0.0
VO -3.5 397.38 4.1 225.478 0.0323 7.281 Vel= 9.66
VO -3.5 0.0 4 T 29.067 15.250 140 62.915
to Zcd 0.0 29.067 7.174 * * Fixed Loss=7.174
CW -3.5 397.38 4.1 44.317 0.0323 1.430 Vel= 9.66
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 6
BROADWAY ROSE THEATRE Date
Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******" Notes .>.«.
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
CW -3.5 250.00 6 47.720 140 71.519
to -1.516
TEST 0 647.38 6.16 47.720 0.0110 0.524 Vel = 6.97
0.0
TEST 647.38 70.527 K Factor= 77.09
112 26.540 8.00 25.30 2 13.680 120 9.998
to 0.0
113 26.540 25.3 2.157 13.680 0.0061 0.083 Vel = 2.22
113 26.540 8.00 25.40 2 T 12.307 8.570 120 10.081
to 12.307 0.0
114 26.540 50.7 2.157 20.877 0.0217 0.453 Vel= 4.45
0.0
114 50.70 10.534 K Factor= 15.62
115 26.540 8.00 25.42 2 8.900 120 10.099
to 0.0
116 26.540 25.42 2.157 8.900 0.0061 0.054 Vel = 2.23
116 26.540 8.00 25.49 2 T 12.307 5.110 120 10.153
to 12.307 0.0
114 26.540 50.91 2.157 17.417 0.0219 0.381 Vel = 4.47
114 26.540 50.70 2 T 12.307 0.960 120 10.534
to 12.307 0.416
117 25.580 101.61 2.157 13.267 0.0786 1.043 Vel = 8.92
117 25.580 0.0 2 9.260 120 11.993
to 0.0
118 25.580 101.61 2.157 9.260 0.0787 0.729 Vel = 8.92
118 25.580 104.75 2.5 10.810 120 12.722
to 0.0
108 25.580 206.36 2.635 10.810 0.1100 1.189 Vel = 12.14
0.0
108 206.36 13.911 K Factor= 55.33
119 26.540 8.00 26.09 2 13.680 120 10.635
to 0.0
120 26.540 26.09 2.157 13.680 0.0064 0.087 Vel = 2.29
120 26.540 8.00 26.19 2 T 12.307 8.570 120 10.722
to 12.307 0.0
121 26.540 52.28 2.157 20.877 0.0230 0.480 Vel = 4.59
0.0
121 52.28 11.202 K Factor= 15.62
122 26.540 8.00 26.18 2 13.680 120 10.711
to 0.0
123 26.540 26.18 2.157 13.680 0.0064 0.088 Vel = 2.30
123 26.540 8.00 26.29 2 T 12.307 5.110 120 10.799
to 12.307 0.0
121 26.540 52.47 2.157 17.417 0.0231 0.403 Vel = 4.61
121 26.540 52.29 2 T 12.307 0.960 120 11.202
to 12.307 0.416
118 25.580 104.76 2.157 13.267 0.0832 1.104 Vel = 9.20
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 7
BROADWAY ROSE THEATRE Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe *"***** Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
0.0
118 104.76 12.722 K Factor= 29.37
124 26.540 8.00 30.43 2 T 12.307 5.430 120 14.469
to 12.307 0.0
125 26.540 30.43 2.157 17.737 0.0085 0.150 Vel = 2.67
125 26.540 0.0 2 T 12.307 0.960 120 14.619
to 12.307 0.416
109 25.580 30.43 2.157 13.267 0.0084 0.112 Vel = 2.67
0.0
109 30.43 15.147 K Factor= 7.82
HOSE -3.5 H250 250.00 6 62.760 140 71.401
to 0.0
CW -3.5 250.0 6.16 62.760 0.0019 0.118 Vel = 2.69
0.0
CW 250.00 71.519 K Factor= 29.56
Computer Programs by Hydratec Inc. Revision: 50.54.4
At'
firess
F A R E SYSTEMS,
RESI O ENTI Al_ • COMMERCIAL • I NJ MI MTRIAL
EXCEEDING YOUR
EXPECTATIONS 2 .4/7 !
EXPRESS FIRE SYSTEMS
670 S. 28TH ST.
WASHOUGAL, OR 98671
360-953-8432
Job Name : BROADWAY ROSE THEATRE
Drawing : S21-029L
Location
Remote Area : 2
Contract : S21-029
Data File : S21-029L Area 2.WXF
Date/Time : 05/04/2021 - 11:00 AM
Computer Programs by Hydratec Inc. Revision: 50.54.4
EXPRESS FIRE SYSTEMS Page 1
BROADWAY ROSE THEATRE Date
HYDRAULIC CALCULATIONS
for
Project name: BROADWAY ROSE THEATRE
Location:
Drawing no: S21-029L
Contract number: S21-029
Date: 5/3/2021
Design
Remote area number: 2
Remote area location: REHEARSAL STUDIO
Occupancy classification: A
Density: 0.1 - Gpm/SqFt
Area of application: 1208 -SqFt
Coverage per sprinkler: 148-SqFt
Type of sprinklers calculated: SSU 5.6
No. of sprinklers calculated: 12
In-rack demand: - GPM
Hose streams: 100- GPM
Total water required(including hose streams): 287.6- GPM @ 68.7- Psi
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 4/9/2015
Location: NEAR CITY CONNECTION
Source: TIGARD WATER
Name of contractor: EXPRESS FIRE SYSTEMS
Address: 670 S. 28TH ST. / /WASHOUGAL, OR 98671
Phone number: 360-953-8432
Name of designer: MH
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Revision: 50.54.4
Water Supply Curve
EXPRESS FIRE SYSTEMS Page 2
BROADWAY ROSE THEATRE Date
City Water Supply: Demand:
C1 -Static Pressure : 82 D1 - Elevation : 7.995
C2 - Residual Pressure: 82 D2 - System Flow : 187.597
C2 - Residual Flow : 1394 D2 - System Pressure : 68.680
Hose ( Demand ) : 100
D3 - System Demand : 287.597
Safety Margin : 13.320
150
140
130
P 120
R 110
r
E 100
S 90 _ Cl C2
S80 7
- D2
U70
R 60 3
E 50
40
30
20
10 o D1 .
... .
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( NA1.85 )
Computer Programs by Hydratec Inc. Revision: 50.54.4
Fittings Used Summary
EXPRESS FIRE SYSTEMS Page 3
BROADWAY ROSE THEATRE Date
Fitting Legend
Abbrev. Name % ° 1 1'/0 1''/ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
Mfx Metraflex Loop Fitting generates a Fixed Loss Based on Flow
T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a *will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Revision: 50.54.4
' Flow Summary - NFPA
EXPRESS FIRE SYSTEMS Page 4
BROADWAY ROSE THEATRE Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
TEST 82.0 82 1394.0 82.0 287.6 68.68
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
DP01 10.0 5.6 7.0 14.82 0.1 72
EQ01 18.46 4.12
200 18.46 5.6 7.0 14.82 0.2 73
201 18.46 5.6 7.06 14.88 0.1 148
202 18.46 5.6 7.32 15.15 0.1 148
203 18.46 8.04
204 18.46 8.31
205 18.46 8.62
206 13.0 22.45
207 13.0 24.11
208 13.0 28.0
209 13.0 29.5
210 13.0 31.98
211 13.0 32.31
212 13.0 35.45
213 13.0 35.74
214 13.0 37.65
215 13.0 37.68
216 13.0 37.73
217 13.0 38.66
218 13.0 39.8
219 13.0 40.03
220 13.0 42.2
TOR 13.0 50.51
BOR 1.5 55.87
TUG 1.5 56.63
BUG -3.5 58.84
VO -3.5 60.66
CW -3.5 70.08
TEST 0.0 68.68
221 18.46 5.6 7.47 15.31 0.1 148
222 18.46 5.6 7.55 15.39 0.1 148
223 18.46 5.6 7.23 15.06 0.2 68
225 18.46 5.6 7.29 15.12 0.1 148
226 18.46 5.6 7.56 15.4 0.1 148
227 18.46 5.6 7.72 15.56 0.1 142
228 18.46 5.6 7.8 15.64 0.1 142
229 18.46 5.6 7.41 15.25 0.1 104
230 18.46 8.32
231 18.46 8.6
232 18.46 8.6
233 18.46 7.3 7.51 20.01 K=K @ EQ01
Computer Programs by Hydratec Inc. Revision: 50.54.4
' Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 6
BROADWAY ROSE THEATRE Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******' Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
DP01 10 5.60 14.82 1 E 2.0 8.460 120 7.000
to 2.000 -3.664
EQ01 18.46 14.82 1.049 10.460 0.0747 0.781 Vel = 5.50
0.0
EQ01 14.82 4.117 K Factor= 7.30
200 18.46 5.60 14.82 1.5 8.220 120 7.000
to 0.0
201 18.46 14.82 1.682 8.220 0.0075 0.062 Vel = 2.14
201 18.46 5.60 14.88 1.5 9.650 120 7.062
to 0.0
202 18.46 29.7 1.682 9.650 0.0270 0.261 Vel = 4.29
202 18.46 5.60 15.15 1.5 T 9.9 2.480 120 7.323
to 9.900 0.0
203 18.46 44.85 1.682 12.380 0.0582 0.721 Vel = 6.48
203 18.46 30.70 2.5 15.310 120 8.044
to 0.0
204 18.46 75.55 2.635 15.310 0.0171 0.262 Vel = 4.44
204 18.46 76.79 2.5 4.960 120 8.306
to 0.0
205 18.46 152.34 2.635 4.960 0.0627 0.311 Vel = 8.96
205 18.46 35.26 2.5 2T 32.948 41.200 120 8.617
to 2E 16.474 49.422 5.470 * * Fixed Loss= 3.105
206 13 187.6 2.635 Mfx 0.0 90.622 0.0922 8.359 Vel = 11.04
206 13 0.0 2.5 18.080 120 22.446
to 0.0
207 13 187.6 2.635 18.080 0.0923 1.668 Vel = 11.04
207 13 0.0 2 T 12.307 3.580 120 24.114
to 12.307 0.0
208 13 187.6 2.157 15.887 0.2445 3.884 Vel = 16.47
208 13 -46.44 2 10.400 120 27.998
to 0.0
209 13 141.16 2.157 10.400 0.1444 1.502 Vel = 12.39
209 13 -40.05 2 2E 12.307 19.460 120 29.500
to 12.307 0.0
210 13 101.11 2.157 31.767 0.0779 2.476 Vel= 8.88
210 13 -32.88 2 8.910 120 31.976
to 0.0
211 13 68.23 2.157 8.910 0.0376 0.335 Vel = 5.99
211 13 -28.73 1.25 2E 6.0 20.020 120 32.311
to 6.000 0.0
212 13 39.5 1.38 26.020 0.1206 3.137 Vel = 8.47
212 13 -20.59 1.25 9.510 120 35.448
to 0.0
213 13 18.91 1.38 9.510 0.0308 0.293 Vel = 4.06
213 13 0.0 1.25 2T 12.0 49.890 120 35.741
to 12.000 0.0
214 13 18.91 1.38 61.890 0.0308 1.909 Vel = 4.06
214 13 0.0 2 9.510 120 37.650
to 0.0
215 13 18.91 2.157 9.510 0.0035 0.033 Vel = 1.66
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 7
BROADWAY ROSE THEATRE Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf
215 13 20.59 2 3.580 120 37.683
to 0.0
216 13 39.5 2.157 3.580 0.0137 0.049 Vel= 3.47
216 13 0.0 1.25 2E 6.0 1.710 120 37.732
to 6.000 0.0
217 13 39.5 1.38 7.710 0.1206 0.930 Vel = 8.47
217 13 27.46 2 31.200 120 38.662
to 0.0
218 13 66.96 2.157 31.200 0.0363 1.134 Vel = 5.88
218 13 34.15 2 3.030 120 39.796
to 0.0
219 13 101.11 2.157 3.030 0.0779 0.236 Vel = 8.88
219 13 40.05 2 T 12.307 2.670 120 40.032
to 12.307 0.0
220 13 141.16 2.157 14.977 0.1445 2.164 Vel= 12.39
220 13 46.44 2.5 2T 32.948 40.770 120 42.196
to 2E 16.474 49.422 0.0
TOR 13 187.6 2.635 90.192 0.0922 8.319 Vel = 11.04
TOR 13 0.0 3 11.500 120 50.515
to 4.981
BOR 1.5 187.6 3.26 11.500 0.0327 0.376 Vel = 7.21
BOR 1.5 0.0 3 2E 18.815 3.160 120 55.872
to G 1.344 20.159 0.0
TUG 1.5 187.6 3.26 23.319 0.0327 0.763 Vel = 7.21
TUG 1.5 0.0 4 5.000 120 56.635
to 2.166
BUG -3.5 187.6 4.26 5.000 0.0088 0.044 Vel = 4.22
BUG -3.5 0.0 4 5E 72.668 152.810 140 58.845
to 72.668 0.0
VO -3.5 187.6 4.1 225.478 0.0081 1.816 Vel = 4.56
VO -3.5 0.0 4 T 29.067 15.250 140 60.661
to Zcd 0.0 29.067 9.062 * * Fixed Loss = 9.062
CW -3.5 187.6 4.1 44.317 0.0080 0.356 Vel = 4.56
CW -3.5 100.00 6 47.720 140 70.079
to -1.516
TEST 0 287.6 6.16 47.720 0.0025 0.117 Vel = 3.10
0.0
TEST 287.60 68.680 K Factor= 34.70
221 18.46 5.60 15.31 1.5 9.650 120 7.474
to 0.0 1
222 18.46 15.31 1.682 9.650 0.0080 0.077 Vel = 2.21
222 18.46 5.60 15.39 1.5 T 9.9 7.170 120 7.551
to 9.900 0.0
203 18.46 30.7 1.682 17.070 0.0289 0.493 Vel = 4.43
0.0
203 30.70 8.044 K Factor= 10.82
223 18.46 5.60 15.06 1.5 8.340 120 7.230
to 0.0
225 18.46 15.06 1.682 8.340 0.0077 0.064 Vel = 2.17
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 8
BROADWAY ROSE THEATRE Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
225 18.46 5.60 15.12 1.5 9.650 120 7.294
to 0.0
226 18.46 30.18 1.682 9.650 0.0280 0.270 Vel = 4.36
226 18.46 5.60 15.40 1.5 T 9.9 2.480 120 7.564
to 9.900 0.0
204 18.46 45.58 1.682 12.380 0.0599 0.742 Vel = 6.58
0.0
204 45.58 8.306 K Factor= 15.82
227 18.46 5.60 15.56 1.5 9.250 120 7.723
to 0.0
228 18.46 15.56 1.682 9.250 0.0082 0.076 Vel = 2.25
228 18.46 5.60 15.64 1.5 T 9.9 7.170 120 7.799
to 9.900 0.0
204 18.46 31.2 1.682 17.070 0.0297 0.507 Vel = 4.50
0.0
204 31.20 8.306 K Factor= 10.83
229 18.46 5.60 15.25 1 T 5.0 6.540 120 7.414
to 5.000 0.0
230 18.46 15.25 1.049 11.540 0.0788 0.909 Vel = 5.66
230 18.46 0.0 1.25 T 6.0 7.190 120 8.323
to 6.000 0.0
231 18.46 15.25 1.38 13.190 0.0207 0.273 Vel = 3.27
231 18.46 0.0 2.5 1.710 120 8.596
to 0.0
232 18.46 15.25 2.635 1.710 0.0006 0.001 Vel = 0.90
232 18.46 20.01 2.5 4.740 120 8.597
to 0.0
205 18.46 35.26 2.635 4.740 0.0042 0.020 Vel = 2.07
0.0
205 35.26 8.617 K Factor= 12.01
233 18.46 7.3 20.01 1 T 5.0 3.320 120 7.513 K= K @ EQ01
to 5.000 0.0
232 18.46 20.01 1.049 8.320 0.1303 1.084 Vel = 7.43
0.0
232 20.01 8.597 K Factor= 6.82
208 13 46.44 1.25 2T 12.0 67.310 120 27.998
to 2E 6.0 18.000 0.0
234 13 46.44 1.38 85.310 0.1626 13.872 Vel= 9.96
234 13 0.0 2 T 12.307 5.310 120 41.870
to 12.307 0.0
220 13 46.44 2.157 17.617 0.0185 0.326 Vel = 4.08
0.0
220 46.44 42.196 K Factor= 7.15
209 13 40.05 1.25 2T 12.0 67.160 120 29.500
to 2E 6.0 18.000 0.0
219 13 40.05 1.38 85.160 0.1237 10.532 Vel= 8.59
0.0
Computer Programs by Hydratec Inc. Revision: 50.54.4
Final Calculations : Hazen-Williams
EXPRESS FIRE SYSTEMS Page 9
BROADWAY ROSE THEATRE Date
Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe '" Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
219 40.05 40.032 K Factor= 6.33
210 13 32.88 1.25 2T 12.0 40.890 120 31.976
to 12.000 0.0
235 13 32.88 1.38 52.890 0.0858 4.540 Vel = 7.05
235 13 1.27 1.25 E 3.0 26.620 120 36.516
to T 6.0 9.000 0.0
218 13 34.15 1.38 35.620 0.0921 3.280 Vel = 7.33
0.0
218 34.15 39.796 K Factor= 5.41
211 13 28.73 1.25 2E 6.0 44.810 120 32.311
to 2T 12.0 18.000 0.0
236 13 28.73 1.38 62.810 0.0669 4.202 Vel = 6.16
236 13 -1.27 1.25 E 3.0 25.920 120 36.513
to T 6.0 9.000 0.0
217 13 27.46 1.38 34.920 0.0615 2.149 Vel = 5.89
0.0
217 27.46 38.662 K Factor= 4.42
236 13 1.27 1.25 12.840 120 36.513
to 0.0
235 13 1.27 1.38 12.840 0.0002 0.003 Vel = 0.27
0.0
235 1.27 36.516 K Factor= 0.21
212 13 20.59 1.25 2T 12.0 49.890 120 35.448
to 12.000 0.0
215 13 20.59 1.38 61.890 0.0361 2.235 Vel = 4.42
0.0
215 20.59 37.683 K Factor= 3.35
HOSE -3.5 H100 100.00 6 62.760 140 70.057
to 0.0
CW -3.5 100.0 6.16 62.760 0.0004 0.022 Vel= 1.08
0.0
CW 100.00 70.079 K Factor= 11.95
Computer Programs by Hydratec Inc. Revision: 50.54.4
TOLBraceTM Seismic Bracing Calculations
Contractor: Express fire systems
Project Address: BROADWAY ROSE THEATRE Address: 670 S 28th st.Washougal,WA 98671 =Ti N
12850 SW GRANT AVE
Phone: 360-953-8432 f°""�r t7 4$esst ✓d""de
TIGARD, OR License: EXPREFS895NS
Job#S21-029 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length 7'0' (2.134 m) TOLCOIM Component Listed Load Adjusted Load
Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1425 lbs(646 kg)
Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg)
Type of Brace Sch 10 See Fastener Information
45° Min.
*Calculation Based on CONCENTRIC Loading
Angle of Brace _.._._..__._.____._.._....__..._.._._...._.__._.......__.-____. *Please Note:These calculations are for TOLCO"^components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42°111 mm)
Seismic Brace Assembly Detail
L1R Value 200
Max Horizontal Load 1310 Ibs (594 k TOLCO FIG. 980
�)_....__.__. UNIVERSAL SWAY
BRACE ATTACHMENT O j
Fastener Information STEEL PIPE
Orientation to Connecting Surface NFPA Type E
Fastener ��
Type La Screw TOLCO FIG. 4L
��-____ - PIPE CLAMP FOR G
Diameter 1/2in. SWAY BRACING -- --- ----,
Length 4-1/2in
0 ....i
Maximum Load 400 lbs(181 k
ru,
Brace Identification on Plans 3"LONGTUDINAL
Prying Factor N/A Brace Type Lateral[ I Longitudinal[X] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
Cp= 0.501 _
Diameter Diameter Type Length Total Length Weight Per Unit Length Total Weight
3"(80 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 7.94 lb/ft(11.82 kg/m) 635 lbs(288 kg)
Subtotal Weight 635 lbs(288 kg)
Wp(incl. 15%) 730 lbs(331 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 366 lbs(166 kg)
3" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A
fTOLBrace7'.Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculations
BROADWAY ROSE THEATRE Job# 521-029 12850 SW GRANT AVE Fa l T
'N
POitgnia7 M/rerncg illr(.Itldll2,de
Brace Identification 3" LONGTUDINAL
Brace Type(Per NFPA#13) NFPA Type E
Braced Pipe(ft) 3"Sch.10 Steel Pipe
Spacing of Brace 80'0"(24.38 m)
Orientation of Brace Longitudinal
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2in.x 4-1/2in.Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
3"Sch.10 Steel Pipe(76.2 mm) 180 ft(24.4 m)
G-Factor Used 0.501
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 366 lbs (166 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 400 lbs (181 kg)
Fig.4L Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel 1425 lbs(646 kg)
Structural Member WOOD BEAM
Calculations prepared by MH
The description of the Structural Member is for informational purposes only.
TOLBrace"software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace'"8
Visit us at www.tolco.com
TOLBraceTM Seismic Bracing Calculations
Contractor: Express fire systems
Project Address: BROADWAY ROSE THEATRE Address: 670 S 28th st.
Washougal,WA 98671 .1 N
12850 SW GRANT AVE PowaririoBusiressWulow+de
Phone: 360-953-8432
TIGARD, OR License: EXPREFS895NS
Job#521-029 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length T 0" 2.134 m TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg)
Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg)
Type of Brace Sch 10
YP __.,.._ ... See Fastener Information
45° Min *Calculation Based on CONCENTRIC Loading
Angle of Brace *Please Note:These calculations are for TOLCO components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42'(11 mm)
Seismic Brace Assembly Detail
UR Value 200
Max Horizontal Load 1310 lbs 594 k TOLCO FIG. 980
( g)._.__._.. UNIVERSAL SWAY BRACE ��
ATTACH MENT
Fastener Information STEEL PIPE .4,
Orientation to Connecting Surface NFPA Type E
Fastener !"'
Type La -Screw :.
Diameter 1/2in '>- / *
Length 4-1/2in. 4� ��
Maximum LoadTOLCO FIG. 1001 ��
4001bs(181 kg) FAST CLAMP 4 '
Brace Identification on Plans 3" LATERAL
Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
Cp= --0.501__,--
Diameter Type Length Total Length Weight Per Unit Length Total Weight
3"(80 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 7.94 lb/ft(11.82 kg/m) 238 lbs(108 kg)
2"(50 mm) Sch. 10 104 ft(31.7 m) 104 ft(31.7 m) 4.22 lb/ft(6.28 kg/m) 439 lbs(199 kg)
Subtotal Weight 677 lbs(307 kg)
Wp(incl. 15%) 779 lbs(353 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 390 lbs(177 kg)
3" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 633 lb(287 kg)
{TOLBrace"Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTn" Seismic Calculations
BROADWAY ROSE THEATRE Job#S21-029
12850 SW GRANT AVE E-T•N
igNgrrry 9vsunesw W6rfAurds
Brace Identification 3" LATERAL
Brace Type(Per NFPA#13) NFPA Type E
Braced Pipe(ft) 3"Sch.10 Steel Pipe
Spacing of Brace 30'0"(9.14 m)
Orientation of Brace Lateral
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2in.x 4-1/2in. Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
3'Sch.10 Steel Pipe(76.2 mm) 30 ft(9.1 m)
2'Sch.10 Steel Pipe(50.8 mm) 104 ft(31.7 m)
G-Factor Used 0.501
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 390 lbs (177 kg)
Material Capacity 1310 lbs (594 kg)
Fastener Capacity 400 lbs (181 kg)
Fig. 1001 Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel 1425 lbs(646 kg)
Structural Member WOOD BEAM
Calculations prepared by MH
*The description of the Structural Member is for informational purposes only.
TOLBrac&°software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace'"8
Visit us at www.tolco.com
TOLBraceTM Seismic Bracing Calculations
Contractor: Express fire systems
Project Address: BROADWAY ROSE THEATRE Address: 670 S 28th st
Washougal,WA 98671 EA.AT•N
12850 SW GRANT AVE Pbwrina Rosiness Wcvldwrde
Phone: 360-953-8432
TIGARD, OR License: EXPREFS895NS
Job#S21-029 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length ?'0"i2,,134 m) TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs (914 kg) 1425 lbs(646 kg)
Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg)
Type of Brace Sch. 10
YP --- - --- See Fastener Information
45° Min. 'Calculation Based on CONCENTRIC Loading
Angle of Brace ..._-.._. ..._.._.. ..___ Please Note:These calculations are for TOLCO components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42".11 mrrit ____.,_.__.m...
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 lbs 594 k TOLCO FIG. 980
�- -- �� UNIVERSAL SWAY .
BRACE ATTACHMENT OA
Fastener Information STEEL PIPE
Orientation to Connecting Surface NFPA Type E
Fastener /e'
O..
Type Lag-Screw TOLCO FIG. 4L
9 PIPE CLAMP FOR R
SWAY BRACING -—— 0
Diameter 1/2in. ;
Length 4 1/2in
0 )
Maximum Load 400 lbs(181 kg)
Brace Identification on Plans 2.5"LONGTUDINAL
Prying Factor N/A
Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
0.501
Diameter Type Length Total Length Weight Per Unit Length Total Weight
2.5"(65 mm) Sch. 10 60 ft(18.3 m) 60 ft(18.3 m) 5.89 lb/ft(8.77 kg/m) 353 lbs(160 kg)
Subtotal Weight 353 lbs(160 kg)
Wp(incl. 15%) 406 lbs(184 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 203 lbs(92 kg)
2.5" Sch.10 6o Maximum Fpw per 9.3.5.5.2(if applicable) N/A
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculations
BROADWAY ROSE THEATRE Job#S21-029 12850 SW GRANT AVE IFI lT
•N
P041,1d79 A•J6L+4,as Wo•Ourt*e
Brace Identification 2.5" LONGTUDINAL
Brace Type(Per NFPA#13) NFPA Type E
Braced Pipe(ft) 2.5"Sch.10 Steel Pipe
Spacing of Brace 60'0"(18.29 m)
Orientation of Brace Longitudinal
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2in.x 4-1/2in.Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
2.5"Sch.10 Steel Pipe(63.5 mm) 160 ft(18.3 m)
G-Factor Used 0.501
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 204 lbs(93 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 400 lbs(181 kg)
Fig.4L Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel 1425 lbs(646 kg)
Structural Member WOOD BEAM
Calculations prepared by MH
The description of the Structural Member is for informational purposes only.
TOLBrace'°software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace'"8
Visit us at www.tolco.com
•
TOLBraceTM Seismic Bracing Calculations
Contractor: Express fire systems
Project Address: BROADWAY ROSE THEATRE Address: 670 S 28th st.
i
Washougal,WA 98671 �
12850 SW GRANT AVE PowsviAy Business Wfrfdwide
Phone: 360-953-8432
TIGARD, OR License: EXPREFS895NS
Job#S21-029 Calculations based on 2016 NFPA Pamphlet#13
Brace Information TOLCOTM Brace Components
Maximum Brace Length T 0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg)
Fiq.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg)
Type of Brace Sch. 10 See Fastener Information
Angle of Brace 45° Min `Calculation Based on CONCENTRIC Loading
"Please Note:These calculations are for TOLCOT"'components only.Use of any
other components voids these calculations and the listing of the assembly.
Least Rad.of Gyration 0.42"(11 mm)__
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 980
UNIVERSAL SWAY BRACE ��I
ATTACHMENT
Fastener Information STEEL PIPE
Orientation to Connecting Surface NFPA Type E Fastener '
Type Lag-Screw % ���
Diameter 1/2in. 4/ 41
Length 41/21n
TOLCO FIG. 1001
Maximum Load
400_Ibs�81 k�) FAST CLAMP '
Brace Identification on Plans 2.5"LATERAL
Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
Cp = 0.501
Diameter Type Length Total Length Weight Per Unit Length Total Weight
2.5"(65 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 5.89 lb/ft(8.77 kg/m) 177 lbs(80 kg)
1.5"(40 mm) Sch. 10 76 ft(23.2 m) 76 ft(23.2 m) 3.04 lb/ft(4.52 kg/m) 231 lbs(105 kg)
Subtotal Weight 408 lbs (185 kg)
Wp(incl. 15%) 469 lbs(213 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 235 lbs (107 kg)
z.s Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 420 lb(190 kg)
frOLBrace"Version 8) Use of TOLBrace"is subject to terms and conditions per the end user license agreement
TOLBraceT" Seismic Calculations
BROADWAY ROSE THEATRE Job#S21-029
12850 SW GRANT AVE F T•N
Brace Identification 2.5" LATERAL
Brace Type(Per NFPA#13) NFPA Type E
Braced Pipe(ft) 2.5" Sch.10 Steel Pipe
Spacing of Brace 30'0" (9.14 m)
Orientation of Brace Lateral
Bracing Material 1" Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 1/2in.x 4-1/2in.Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
2.5"Sch.10 Steel Pipe(63.5 mm) 30 ft(9.1 m)
1.5"Sch.10 Steel Pipe(38.1 mm) 76 ft(23.2 m)
G-Factor Used 0.501
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 235 lbs(107 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 400 lbs(181 kg)
Fig. 1001 Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel - 1425 lbs(646 kg)
Structural Member WOOD BEAM
Calculations prepared by MH
•The description of the Structural Member is for informational purposes only.
TOL8racem software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBraceTM 8
Visit us at wnw.tolco.com