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FIRE SYSTEMS r
RESIDENTIAL • COMMERCIAL • INDUSTRIAL
EXCEEDING YOUR
EXPECTATIONS 24/7!
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Express Are Systems
670 S. 28th Street
Washougal, WA 98671
360-953-8432REG€i z ��
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RENEWAL:DEC.31,'20
Job Name : S16-111 Red Rock Center Building C
Drawing : S16-111
Location : 12115 SW 70th AVE
Remote Area : 1
Contract : 11-11-16
Data File : S16-111 Red Rock Center Building C 11-11-16 Area 1.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Express Fire Systems Page 1
S16-111 Red Rock Center Building C Date 11-11-16
HYDRAULIC CALCULATIONS
for
Project name: Red Rock Center Bldg. C
Location: 12115 SW 70th AVE
Drawing no: S16-111
Date: 11-11-16
Design
Remote area number: 1
Remote area location: NW area on second floor
Occupancy classification: LIGHT Hazard
Density: .1 -Gpm/SqFt
Area of application: 972-SqFt
Coverage per sprinkler: 138- SqFt
Type of sprinklers calculated: 5.6K
No. of sprinklers calculated: 9
In-rack demand: -GPM
Hose streams: 100-GPM
Total water required(including hose streams): 234.671 -GPM @ 44.817- Psi
Type of system: Wet
Volume of dry or preaction system: -Gal
Water supply information
Date: 10-8-07
Location: 8624 SE 17th Ave
Source: Tualatin Valley Waster District
Name of contractor: Express Fire Systems
Address: 670 S. 28th Street
Phone number: 360-953-8432
Name of designer: Pattie Wenholz
Authority having jurisdiction: City of TIGARD
Notes:(Include peaking information or gridded systems here.)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
Express Fire Systems Page 2
S16-111 Red Rock Center Building C Date 11-11-16
City Water Supply: Demand:
Cl -Static Pressure : 95 D1 - Elevation : 10.321
C2- Residual Pressure: 53 D2-System Flow : 134.671
C2-Residual Flow : 2409 D2-System Pressure : 44.817
Hose( Demand ) : 100
D3-System Demand : 234.671
Safety Margin : 49.617
150
140
130
p120
R 110
E 100 : Cl
S 90 — - -
S 80 — -
U 70
R 60 —
C2
E 50 D2
40 r
D$
30
20
10 D1
. ..,..
300 600 900 1200 1500 1800 2100 2400 2700
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
.
Fittings Used Summary
Express Fire Systems Page 3
S16-111 Red Rock Center Building C Date 11-11-16
Fitting Legend
Abbrev. Name 1/2 3/6 1 1% 1% 2 2'% 3 3% 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
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
Fsp Flow Switch Potter VSR 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. Route 111 Windham N.H.USA 03087
Pressure / Flow Summary- STANDARD
Express Fire Systems Page 4
S16-111 Red Rock Center Building C Date 11-11-16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 23.83 5.6 7.0 na 14.82 0.1 138 7.0
2 21.83 8.37 na
3 21.83 8.4 na
4 21.83 8.78 na
5 21.83 8.83 na
6 21.83 10.02 na
7 21.83 11.47 na
E 21.83 11.68 na
D 21.83 14.82 na
C 10.58 21.03 na
B 10.58 22.11 na
A 10.58 26.14 na
TOR 10.58 27.27 na
BOR 1.0 36.55 na
UG -3.0 38.3 na
BV2 -3.0 39.87 na
BV1 -3.0 46.1 na
CITY • 0.0 44.82 na 100.0
9 23.62 5.6 7.08 na 14.9 0.1 138 7.0
10 21.83 8.35 na
11 21.83 8.4 na
12 23.62 5.6 7.1 na 14.92 0.1 138 7.0
13 21.83 8.37 na
14 21.83 8.67 na
15 21.83 8.73 na
16 21.83 8.89 na
17 21.83 9.16 na
18 21.83 9.29 na
19 21.83 9.33 na
20 21.83 11.34 na
21 21.83 11.38 na
- 22 21.83 11.52 na
23 23.83 5.6 7.02 na 14.84 0.1 138 7.0
24 21.83 8.39 na
25 23.83 5.6 7.03 na 14.85 0.1 138 7.0
26 23.62 5.6 7.12 na 14.95 0.1 138 7.0
27 23.38 5.6 7.28 na 15.11 0.1 138 7.0
28 21.83 8.44 na
29 21.83 8.52 na
30 21.83 11.2 na
31 21.83 11.27 na
32 23.38 5.6 7.28 na 15.11 0.1 138 7.0
33 21.83 8.44 na
34 21.83 8.65 na
35 23.38 5.6 7.36 na 15.19 0.1 138 7.0
The maximum velocity is 11.34 and it occurs in the pipe between nodes E and D
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A
Final Calculations - Hazen-Williams - 2007
Express Fire Systems Page 5
S16-111 Red Rock Center Building C Date 11-11-16
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
1 23.83 5.60 14.82 1 T 5.762 2.000 120 7.000
to 0.0 5.762 0.866
2 21.83 14.82 1.08 0.0 7.762 0.0648 0.503 Vel = 5.19
2 21.83 -6.58 1.5 0.0 13.330 120 8.369
to 0.0 0.0 0.0
3 21.83 8.24 1.728 0.0 13.330 0.0023 0.030 Vel = 1.13
3 21.83 14.84 1.5 T 11.29 14.360 120 8.399
to 0.0 11.290 0.0
4 21.83 23.08 1.728 0.0 25.650 0.0149 0.383 Vel = 3.16
4 21.83 -6.31 1.5 0.0 6.260 120 8.782
to 0.0 0.0 0.0
5 21.83 16.77 1.728 0.0 6.260 0.0081 0.051 Vel = 2.29
5 21.83 24.82 1.5 E 5.645 21.080 120 8.833
to 0.0 5.645 0.0
6 21.83 41.59 1.728 0.0 26.725 0.0444 1.186 Vel = 5.69
6 21.83 -20.79 1.5 2T 22.58 89.500 120 10.019
to E 5.645 28.225 0.0
7 21.83 20.8 1.728 0.0 117.725 0.0123 1.450 Vel = 2.85
7 21.83 50.14 2 0.0 5.790 120 11.469
to 0.0 0.0 0.0
E 21.83 70.94 2.203 0.0 5.790 0.0364 0.211 Vel = 5.97
E 21.83 63.73 2 T 13.639 5.790 120 11.680
to E 6.819 20.458 0.0
D 21.83 _ 134.67 2.203 0.0 26.248 0.1195 3.136 Vel = 11.34
D 21.83 0.0 2 0.0 11.250 120 14.816
to 0.0 0.0 4.872
C 10.58 _ 134.67 2.203 0.0 11.250 0.1196 1.345 Vel = 11.34
C 10.58 0.0 2 E 6.819 2.210 120 21.033
to 0.0 6.819 0.0
B 10.58 134.67 2.203 0.0 9.029 0.1195 1.079 Vel = 11.34
B 10.58 0.0 2 T 13.639 20.070 120 22.112
to 0.0 13.639 0.0
A 10.58 1.34.67 2.203 0.0 33.709 0.1195 4.028 Vel = 11.34
A 10.58 0.0 2 E 6.819 2.680 120 26.140
to 0.0 6.819 0.0
TOR 10.58 134.67 2.203 0.0 9.499 0.1195 1.135 Vel = 11.34
TOR 10.58 0.0 2 B 8.183 9.580 120 27.275
to Fsp 0.0 8.183 7.149 ** Fixed Loss= 3
BOR 1 134.67 2.203 0.0 17.763 0.1195 2.122 Vel = 11.34
BOR 1 0.0 4 0.0 4.000 140 36.546
to 0.0 0.0 1.732
UG -3 _ 134.67 4.1 0.0 4.000 0.0045 0.018 Vel = 3.27
UG -3 0.0 4 3E 43.601 316.070 140 38.296
to 0.0 43.601 0.0
BV2 -3 134.67 4.1 0.0 359.671 0.0044 1.569 Vel = 3.27
BV2 -3 0.0 4 Zcd 0.0 4.000 140 39.865
to 0.0 0.0 6.217 ** Fixed Loss=6.217
BV1 -3 134.67 4.1 0.0 4.000 0.0042 0.017 Vel = 3.27
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Express Fire Systems Page 6
S16-111 Red Rock Center Building C Date 11-11-16
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
- Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
BV1 -3 0.0 4 0.0 4.000 140 46.099
to 0.0 0.0 -1.299
CITY 0 134.67 4.1 0.0 4.000 0.0042 0.017 Vel = 3.27
100.00 - - -_ -Qa = 100.00
CITY 234.67 44.817 K Factor= 35.05
9 23.62 5.60 14.90 1 T 5.762 1.790 120 7.084
to 0.0 5.762 0.775
10 21.83 14.9 1.08 0.0 7.552 0.0655 0.495 Vel = 5.22
10 21.83 -5.03 1.5 0.0 13.330 120 8.354
to 0.0 0.0 0.0
11 21.83 9.87 1.728 0.0 13.330 0.0032 0.042 Vel = 1.35 _
11 21.83 14.95 1.5 T 11.29 14.360 120 8.396
to 0.0 11.290 0.0
5 21.83 24.82 1.728 0.0 25.650 0.0170 0.437 Vel = 3.40
0.0
5 - - 24.82 8.833 K Factor= 8.35
12 23.62 5.60 14.92 1 T 5.762 1.790 120 7.095
to 0.0 5.762 0.775
13 21.83 14.92 1.08 0.0 7.552 0.0657 0.496 Vel = 5.23
13 21.83 5.03 1.5 T 11.29 15.330 120 8.366
to 0.0 11.290 0.0
_ 14 21.83 19.95 1.728 0.0 26.620 0.0114 0.303 Vel = 2.73
14 21.83 16.06 2 0.0 6.270 120 8.669
to 0.0 0.0 0.0
15 21.83 36.01 2.203 0.0 6.270 0.0105 0.066 Vel = 3.0.3
15 21.83 21.41 2 0.0 6.270 120 8.735
to 0.0 0.0 0.0
16 21.83 57.42 2.203 0.0 6.270 0.0247 0.155 Vel = 4.83
16 21.83 6.31 2 0.0 8.880 120 8.890
to 0.0 0.0 0.0
17 21.83 63.73 2.203 0.0 8.880 0.0298 0.265 Vel = 5.36
17 21.83 -22.35 2 0.0 10.330 120 9.155
to 0.0 0.0 0.0
18 21.83 41.38 2.203 0.0 10.330 0.0135 0.139 Vel = 3.48
18 21.83 -20.90 2 0.0 10.340 120 9.294
to 0.0 0.0 0.0
19 21.83 20.48 2.203 0.0 10.340 0.0037 0.038 Vel = 1.72
19 21.83 0.0 1.5 2T 22.58 145.640 120 9.332
to 0.0 22.580 0.0
20 21.83 20.48 1.728 0.0 168.220 0.0120 2.013 _ Vel = 2.80
20 21.83 0.0 2 0.0 10.330 120 11.345
to 0.0 0.0 0.0
21 21.83 20.48 2.203 0.0 10.330 0.003.7 0.038 Vel = 1.72
- 21 21.83 20.90 2 0.0 10.330 120 11.383
to 0.0 0.0 0.0
22 21.83 41.38 2.203 0.0 10.330 0.0135 0.139 Vel = 3.48
22 21.83 22.35 2 0.0 5.290 120 11.522
to 0.0 0.0 0.0
E 21.83 63.73 2.203 0.0 5.290 0.0299 0.158 Vel = 5.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Express Fire Systems Page 7
S16-111 Red Rock Center Building C Date 11-11-16
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
0.0
E 63.73 11.680 K Factor= 18.65
23 23.83 5.60 14.84 1 T 5.762 2.000 120 7.018
to 0.0 5.762 0.866
24 21.83 14.84 1.08 0.0 7.762 0.0651 0.505 Vel = 5.20
24 21.83 6.58 1.5 T 11.29 15.330 120 8.389
to 0.0 11.290 0.0
15 21.83 21.42 1.728 0.0 26.620 0.0130 0.346 Vel = 2.93
0.0
15 21.42 8.735 K Factor= 7.25
25 23.83 5.60 14.85 1 T 5.762 2.000 120 7.028
to 0.0 5.762 0.866
3 21.83 14.85 1.08 0.0 7.762 0.0651 0.505 Vel = 5.20
0.0
3 14.85 8.399 K Factor= 5.12
26 23.62 5.60 14.95 1 T 5.762 1.790 120 7.123
to 0.0 5.762 0.775
11 21.83 14.95 1.08 0.0 7.552 0.0659 0.498 Vel = 5.24
0.0
11 14.95 8.396 K Factor= 5.16
27 23.38 5.60 15.11 1 T 5.762 1.540 120 7.280
to 0.0 5.762 0.671
28 21.83 15.11 1.08 0.0 7.302 0.0672 0.491 Vel = 5.29
28 21.83 -0.95 1.5 0.0 13.330 120 8.442
to 0.0 0.0 0.0 ,
29 21.83 14.16 1.728 0.0 13.330 0.0060 0.080 Vel = 1.94
29 21.83 15.19 1.5 T 11.29 103.650 120 8.522
to 0.0 11.290 0.0
30 21.83 29.35 1.728 0.0 114.940 0.0233 2.675 Vel = 4.02
30 21.83 0.0 2 0.0 10.330 120 11.197
to 0.0 0.0 0.0
31 21.83 29.35 2.203 0.0 10.330 0.0071 0.073 Vel = 2.47 _
31 21.83 20.78 2 0.0 10.330 120 11.270
to 0.0 0.0 0.0
7 21.83 50.13 2.203 0.0 10.330 0.0193 0.199 Vel = 4.22
0.0
7 50.13 11.469 K Factor= 14.80
32 23.38 5.60 15.11 1 T 5.762 1.540 120 7.280
to 0.0 5.762 0.671
33 21.83 15.11 1.08 0.0 7.302 0.0672 0.491 Vel = 5.29
33 21.83 0.95 1.5 T 11.29 15.330 120 8.442
to 0.0 11.290 0.0
34 21.83 16.06 1.728 0.0 26.620 0.0076 0.203 Vel = 2.20
34 21.83 0.0 2 0.0 10.330 120 8.645
to 0.0 0.0 0.0
14 21.83 16.06 2.203 0.0 10.330 0.0023 0.024 Vel = 1.35
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Express Fire Systems Page 8
S16-111 Red Rock Center Building C Date 11-11-16
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
- Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
14 16.06 8.669 K Factor= 5.45
35 23.38 5.60 15.19 1 T 5.762 1.540 120 7.355
to 0.0 5.762 0.671
29 21.83 15.19 1.08 0.0 7.302 0.0679 0.496 Vel = 5.32
0.0
29 15.19 8.522 K Factor= 5.20
10 21.83 5.03 1.5 0.0 13.330 120 8.354
to 0.0 0.0 0.0
13 21.83 5.03 1.728 0.0 13.330 0.0009 0.012 Vel = 0.69
0.0
13 5.03 8.366 K Factor= 1.74
2 21.83 6.58 1.5 0.0 13.330 120 8.369
to 0.0 0.0 0.0
24 21.83 6.58 1.728 0.0 13.330 0.0015 0.020 Vel = 0.90
0.0
24 _ 6.58 - - 8.389 K Factor= 2.27
4 21.83 6.31 1.5 E 5.645 62.620 120 8.782
to T 11.29 16.935 0.0
16 21.83 6.31 1.728 0.0 79.555 0.0014 0.108 Vel = 0.86
0.0
16 6.31 8.890 K Factor= 2.12
• 6 21.83 20.79 1.5 2E 11.29 79.170 120 10.019
to T 11.29 22.580 0.0
31 21.83 20.79 1.728 0.0 101.750 0.0123 1.251 Vel = 2.84
• 0.0
31 20.79 _ 11.270 K Factor= 6.19
28 21.83 0.95 1.5 0.0 13.330 120 8.442
to 0.0 0.0 0.0
33 21.83 0.95 1.728 0.0 13.330 0 0.0 Vel = 0.13
0.0
33 0.95 8.442 K Factor= 0.33
17 21.83 22.36 1.5 2T 22.58 145.640 120 9.155
to 0.0 22.580 0.0
22 21.83 22.36 1.728 0.0 168.220 0.0141 2.367 Vel = 3.06
0.0
22 22.36 _ 11.522 K Factor= 6.59
18 21.83 20.89 1.5 2T 22.58 145.640 120 9.294
to 0.0 22.580 0.0
21 21.83 20.89 1.728 0.0 168.220 0.0124 2.089 Vel = 2.86
0.0
21 20.89 11.383 K Factor= 6.19
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1
Sheet 1 -A of 2 _
9600 Klingerman Street
P.O.Box 3365
South El Monte,CA 91733*USA j i` t
.47'. ;g0:/)
Phone:626.444.0541*Fax:626.444.3887 2016
- www.afcon.org
e-mail:info@afcon.org i b'
Sway Bracing Calculations per 2010 NFPA 13
Project/Contractor Information Seismic Brace Attachments
Project: Red Rock Center#C Stucture Attachment Adapter:
Project Address: 12115 SW 70th Ave -----ZGOGt7 #n/a
Listed load rating: n/a
Project City/St: Tigard,OR 97223
Structure Attachment Fitting:
Contractor: Express Fire Systems,Inc. «%lwgyC),E? #076 Universal Locking Attachment End
Contractor Address:670 SE 28th Street Listed load rating: 2,765lbload rating1,955 lb
Adj. per 9.3.5.1 0.3:
Contractor City/St: Washougal,WA 98671 Brace Pipe Adaptor:
Brace Pipe Information .-_= 1�60zz) #n/a
Listed load rating: n/a Adj.load rating per 9.3.5.10.3: n/a
Lenght of Brace: 7 ft 6 in Sway Brace Fitting:
Diameter of Brace: 1 in
2F@CO #035 Sway Brace(Model K)
Type of Brace: Schedule 40 Listed load rating: 2,765 lb Adj.load rating per 9.3.5.10.3: 1,955 lb
Angle of Brace: 45°to 59° Seismic Brace Assembly Detail
Least Radius of Gyration: 0.42
L/R Value: 300 o^nP t or Eriz oto Uon E
Maximum Horizontal Load: 582 lb l
FASTENER PER NF PA 13
110 4110„. AFCON 0]6
Fastener Information
STRUCTURAL
SUPPERiING
MEMBER
I.NFPA 13 Fastener ❑ Listed Adapter Fasteners: /
BRACE PIPE
Structural Supporting Member: Wood a5-59 BEE.
Orientation of connecting surface: "E" ,4111
AEEN oBs-
Fastener Type: Thru Bolts-Wood
Fastener Diamter: 5/8 in
Brace identification no. Calculated To: NFPA
Fastener Length(under head): 3-1/2 in (to be used on plans) A
Maximum Load: 400 lb I. Lateral Brace ❑ Brace Longitudinal g' ❑ 4-Way Brace
' Sprinkler System Load Calculation [Fpw=CpWp(default is 0.5Cp)] Ss .95 Cp 0.5
Diameter Type Length(ft) Total(ft) Weight per ft Cp Total Weight
• 2 in Dynaflow 25 ft 25.0 ft 3.69 0.5 46.13
❑ 1-1/2 in Dynaflow 188 ft 188.0 ft 2.63 0.5 247.22
❑ 1 in Dynathread 12 ft 12.0 ft 1.68 0.5 10.08
❑ ,�-. .i ,.. ,..
. , 6,
, , . A l'
❑ ..
Total weight 303.43
Brace Connection Fpw x 1.15 348.94
d
UZyO 20 4
Filename: C:1Program Files(x8f + @ ed Rock Center#C.bak
'110Date: 11/14/2016 / LYV0*• i:2010.1.3840 Sheet 1 -A
PENEWAL:DEC.31,20
Seismic Brace Assembly Detail
Connection Orientation E
///
IIIA I Iln I 'I - FASTENER PER NFPA 13
/ / AFCUN 076
/ o
//i
STRUCTURAL
SUPPORTING
MEMBER
BRACE PIPE
45-59 DEG,
: ,>
4r
AFCCN 035 .
Brace identification no.
(to be used on plans) A
H
Sheet 2-B of 2
9600 Klingerman Street
7:ZSg4C)4g) P.O.Box 3365
South El Monte,CA 91733'USA
Phone:626.444.0541'Fax:626.444.3887
- www.afcon.org
e-mail:info@afcon.org 4,
Sway Bracing Calculations per 2010 NFPA 13
Project/Contractor Information Seismic Brace Attachments
Project: Red Rock Center#C Stucture Attachment Adapter:
IgGOGt) #n/a
Project Address: 12115 SW 70th Ave
Listed load rating: n/a
Project City/St: Tigard,OR 97223
Structure Attachment Fitting:
Contractor: Express Fire Systems, Inc. I�GO0 #076 Universal Locking Attachment End
Contractor Address:670 SE 28th Street Listed load rating: 2,765 lb Adj.load rating per 9.3.5.10.3: 1,955 lb
Contractor City/St: Washougal,WA 98671
Brace Pipe Adaptor:
Brace Pipe Information
�(Fgoo #076 Universal Locking Attachment End
Listed load rating: 2,765lbAdj.load rating per 9.3.5.10.3: 1,955 lb
Lenght of Brace: 7 ft 6 in
Sway Brace Fitting:
Diameter of Brace: 1 in � r60,0 #410 Sway Brace Clamp
Type of Brace: Schedule 40 Listed load rating: 500 lb Adj.load rating per 9.3.5.10.3: 354 lb
Angle of Brace: 45°to 59° Seismic Brace Assembly Detail
Least Radius of Gyration: 0.42
CONNECTION ORIENTATION E
L/R Value: 300
14�l FASTENER PER NFPA 13
Maximum Horizontal Load: 582 lbeik
STRUES URA
SUPPORTING / MESON TUB,
Fastener Information MEMBER
BRACE PIPE 0
BEGUN 076
ii NFPA 13 Fastener ❑ Listed Adapter Fasteners: 45-59 DEG .....
AFCON 410
Structural Supporting Member: Wood
Orientation of connecting surface: E" !--- .1„,,
Fastener Type: Thru Bolts-Wood o
Fastener Diamter: 5/8 in
Brace identification no. Calculated To: NFPA
Fastener Length(under head): 3-1/2 in (to be used on plans) B
Maximum Load: 400 lb ❑ Lateral Brace U Longitudinal Brace ❑ 4-Way Brace
Sprinkler System Load Calculation [Fpw=CpWp(default is 0.5Cp)] Ss .95 Cp 0.5
Diameter Type Length(ft) Total(ft) Weight per ft Cp Total Weight
MI ' 2 in Dynaflow 80 ft 80.0 ft 3.69 0.5 147.60
0
❑ - ;CTU 4
❑ so ;`bpo
4.
D cr i * ti A
1 Ilk ORi:.Gti 076,
ICY ,. `' Total weight 147.60
Brace Connection4 a LYV1E4 Fpw x 1.15 169.74
Filename: C:\Program Files _RENEWAL:DEC.31,20 1 Red Rock Center#C.bak
Date:11/14/2016 ... __..__._.................._ ..,.,. ....sion:2010.1.3840 Sheet 2-B
Seismic Brace Assembly Detail
CONNECTION ORIENTATION E
moi
MISIIIIIIMI 1 FASTENER PER NFPA 13
STRUCTURAL -FOI 44.0
•SUPPORTINGAFCON 076
MEMBER
BRACE PIPE g —AECEN 076
45-59 DEG,
•
APCON 410
r1
A
m
7a
Brace identification no.
(to be used on plans) B
EMMETTPHAIR
CONSTRUCTION
• Date: 11/15/2016
Submittal Cover Sheet
Project Name: Red Rock Center Building C
Description: Fire Sprinkler Submittal -,
Dr-
i
Sub-Contractor: Express Fire
Page Quantity: 37
SHOP DRAWING J SUBMITTAL REVIEW
X REVIEWED 7 REVIEWED WITH CHANGES NOTED
REVISE AND RESUBMIT =i REJECTED
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL
CONFORMANCE TO CONTRACT DOCUMENTS. ONLY THE SUB-
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
DIMENSIONS ATJOBSITE FOR TOLERANCE,CLEARANCE,QUANTITIES,
FABRICATION, PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL Reviewed for General Conformance Only.
COMPLIANCE WITH CONTRACT DOCUMENTS. No exceptions noted
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED FOR COMPLETENESS Margaret Wilson
AND DESIGN INTENT. ERRORS OR OMISSIONS FROM THE ORIGINAL Anderson DabrowsI Architects
DESIGN DOCUMENTS TO BE THE SOLE RESPONSIBILITY OF THE SUB-
CONTRACTOR OR SUPPLIER TO RECTIFY IN 1 HE EVENT OF A DISPUTE
POST INSTALLATION.
BY KO Date: 11/15/2016
Emmett Phair Construction
Lake Oswego,OR 97034
GENERAL NOTES:
Page Notes
Note: Submittal documents have been reviewed for completeness and design intent. Errors or
omissions from the original design documents to be the sole responsibility of the sub-contractor or
supplier to rectify in the event of a dispute post installation.