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HomeMy WebLinkAbout1950 CAMINO VIDA ROBLE; ; FPC2020-0190; Permit11:2 1JITli1 E1I)1FTI
(Lrcity of
Cailsbad
iHJ
Print Date: 01/28/2021 Permit No: FPC2020-0190
Job Address: 1950 CAMINO VIDA ROBLE, CARLSBAD, CA 92008-6599 Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers
Parcel #: 2120931200 Track #: Applied: 11/05/2020
Valuation: $0.00 Lot #: Issued: 12/03/2020
Occupancy Group: Project #: Finaled Close Out: 01/28/2021
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #: Inspector:
Plan Check #: Final Inspection:
Project Title:
Description: ALPHATEC -FIRE SPRINKLER TI (BRANCHLINES ONLY)
Applicant: FPContractor:
TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC
EDUARDO MARTINEZ 1341 DISTRIBUTION WAY, # STE 14
1341 DISTRIBUTION WAY, # STE 14 VISTA, CA 92081-8843
VISTA, CA 92081-8843 (760) 295-3436
(760) 295-3436
FEE AMOUNT
FIRE Hourly Services First Hour $159.00
FIRE Hourly Services First Hour $159.00
FIRE Hourly Services First Hour $159.00
FIRE NFPA 13 or 13R System > 100 heads $654.00
FIRE Reinspection (per inspection) $193.00
FIRE Reinspection (per inspection)$193.00
Total Fees: $1,517.00 Total Payments To Date: $1,517.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1760-602-8561 f I www.carlsbadca.gov
A j lit"
PIRC PROTECTION
F-FC2-0 /~-o - Ovlo
Fire Protection Contractor - License #989280
FIRE SUPRESSION
HYDRAULIC CALCULATIONS
ALPHATEC BRANCHLINES
1950 CAMINO VIDA ROBLE
CARLSBAD, CA. 92008
CONTRACT NO. 20726
1341 DitI1L,UIIOn Way, Suuta 14- Vigta, CA 92081
760-295-3881 - phn - 760295-3437— fax
www.titanfpinc.com Page
No. 219
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue - Carlsbad, CA 92008
760.602.4665
WATER AVAILABILITY FORM
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Aiphatec Spine SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: 1950 Camino Vida Roble CITY: Carlsbad
PHONE: ( 760) 295-3436 (Titan Fire Protection) FAX NUMBER: (760) 295-3437
Largest Building (ft.2): 111,214 Sprinkled? Yes Construction Type: Ill-B
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD.
Water Purveyor: City of Carlsbad
Location of test (reference map required): Camino Vida Roble west of Owens Avenue
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 132 PSI Hydrant Number (if applicable):H60422
Elevation of test: 246 Feet Main Size: 16 INCH
Pressure Zone 550 Feet Date/Time of Test -
Pitot Tube Reading: Psi Corresponding Flow: GPM;
Total Flow: 6,550 GPM Residual Pressure 109 PSI
At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. Based
on the square footage of the building and construction type, a fire flow of 7,000 gpm is required. However, this
exceeds the City's maximum velocity criteria. The fire flow that meets both velocity and pressure criteria is 6,550 gpm.
No reduction for sprinklers has been included in this analysis.
The maximum fire flow available onsite at Hydrant H61472 that meets the City's criteria is 2,580 gpm. This is due to a
segment of 8-inch main on both the connections to Camino Vida Roble and Kellogg Avenue. The residual pressure
during this event is 120 psi.
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer
modeling), fill out the information above as applicable and check here: x
Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606
Signature:
Title/Org: P41VIana Date: 03/19/2020
I
pRIVATE RD
It It
8.
8 v0 v r I 4 I
I 4\ \ IFire Hydrant H61472 ) I I \ Max Flow = 2,580 gpm
C%b
1/
I
4 / Project Site • 44f I
I I
4
4
6-
4 4 6-
I • 4 /Cb
Legend Fire Flow Test
0 w—Hydrant
Location H60422
Pipe N
ZONE
—550+
p.' 4 4
#219 Alphatec Spine (1950 Camino Vida Roble) - Fire Flow Analysis
EXISTING
FEATURES
Sizes: U 21/2" U 3" U 8" U 10"
Maximum working water pressure 175 PSI
Maximum working water temperature 140°F
Hydrostatic test pressure 350 PSI
End connections Flanged ANSI B16.1
Class 125
OPTIONS
(Suffixes can be combined)
U - with OS & Y gate valves (standard)
U G - with groove end OS&Y gate valves
U L - less shut-off valves
U LM - less water meter
U - with remote reading meter
U - with gpm meter (standard)
U - with cu ft/min meter
APPLICATION
Designed for installation on potable water fire protection
lines to protect against both backsiphonage and
backpressure of polluted water into the potable water sup-
ply. Assembly shall provide protection where a potential
health hazard does not exist.
STANDARDS COMPLIANCE
ASSE® Listed 1048 (Horizontal and Vertical Flow-Up)
AVWVA Compliant C510 (Horizontal & Vertical Flow-Up)
UL® Classified (Horizontal)
C-UL® Classified (Horizontal)
CSA® Certified (Horizontal and Vertical Flow-Up)
FM®Approved (Horizontal and Vertical Flow-Up)
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California (Horizontal and Vertical Flow-Up,
except 10" vertical)
MATERIALS
Main valve body Cast Iron ASTM A126 Class B
Access covers Cast Iron ASTM Al 26 Class B
Coatings FDAApproved Epoxy finish
Internals Stainless Steel, 300 Series
Cast Bronze ASTM B 584
Elastomers EPDM (FDA approved)
Buna Nitrile (FDA approved)
Polymers DelrinTM, NSF Listed
Springs Stainless steel, 300 series
ACCESSORIES
U Repair kit (rubber only)
U Thermal expansion tank (Model WXTP)
U Gate valve tamper switch (OSY-40)
B
A
DIMENSIONS & WEIGHTS (do not include pkg.)
DIMENSIONS (approximate) WEIGHT
MODEL B E E WITHOUT WITH OS&Y
SIZE A WITHOUT C D OS&Y GATE OS&Y F GATE GATE GATE VALVES GATE VALVES VALVES VALVES OPEN VALVES
in. lmm I in. lmm in. lmm in. lmm in. Imm in. I mm in. I mm in. 'mm lbs.l kg lbs.I kg
.2 1/2 65 371/81 943 22 I 559 4 1102 10 I 254 163/81 416 137/81352 4 1102 101 I 45.9 211 95.8
3 I 80 381/8 I 968 1 22 I 559 4 1102 10 18 7/81 479 155/8 397 4 1102 101 I 45.9 231 1104.9
8 1200 711/81 1807 48 I 1219 7 1/2 191 16
W54
37 959 291/4 743 7 1/21 191 847 1384.5 1323 1600.6
10 250 841/8 2137 58 I 1473 9 22918 453/41 1162 353/8 899 9 1229 114101 640.1 2228 11011.5
e
104
200 400 600
FLOW RATES (GPM)
MODEL 950DA 8" & 10" (STANDARD & METRIC)
FLOW RATES (Ifs)
63.1 126.2 189.3 252.4
;IL
FLOW CHARACTERISTICS
MODEL 950DA 21/2" & 3" (STANDARD & METRIC)
FLOW RATES (us)
12.6 25.2 37.9
IL 0 1000 2000 3000
FLOW RATES (GPM)
Rated Flow (Established by approval agencies)
50.5
104
69
35
co Cn
4000
-
-
TYPICAL INSTALLATION
Local codes shall govern installation requirements. Unless oth-
erwise specified, the assembly shall be mounted at a minimum
of 12" (305mm) and a maximum of 30" (762mm) above adequate
drains with sufficient side clearance for testing and maintenance.
The installation shall be made so that no part of the unit can be
submerged.
Capacity thru Schedule 40 Pipe (GPM)
Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec
2 1/2" 75 112 149 224
115 173 230 346
198 298 397 595
6" 450 675 900 1351
8 780 1169 1559 2339
10" 1229 1843 2458 3687
PROTECTIVE
ENCLOSURE
12" MIN.
30" MAX.
SUPPORT
DIRECTION OF FLOW
MAIN INLET CD
OUTDOOR INSTALLATION VERTICAL INSTALLATION
SPECIFICATIONS
The Double Check Detector Backflow Preventer shall be ASSE® Listed 1048, and supplied with full port OS&Y gate valves. The
main body and access covers shall be epoxy coated cast iron (ASTM A126 Class B), the seat ring and check valve shall be cast
bronze (ASTM B 584), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and
second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector
Backflow Preventer shall be a WILKINS Model 950DA.
Page 2 of 2
WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292
Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) 9 Website: http://www.zurn.com
- Fire Protection by Computer Design
Titan Fire Protection Inc
1341 Distribution Way, Ste 14
Vista, CA 92081
760.295.3436
Job Name : 20726 - Atec - Branchlines_FP design
Building : FP3
Location : 1950 CAMINO VIDA ROBLE CARLSBAD, CA 92008
System : Area I
Contract : 20726
Data File : 20726- Atec - Branchlines Area 1-PEAK.WXF AREA 1 PEAK
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Titan Fire Protection Inc
20726 - Atec - Branchlines_FP design
HYDRAULIC CALCULATIONS
for
Project name: ATEC BRANCHUNES
Location: 1950 CAMINO VlDA ROBLE CARLSBAD, CA 92008
Drawing no: FP3
Date: 11-2-20
Design
Remote area number: Area 1
Remote area location: WAREHOUSE
Occupancy classification: HIGH HAZARD - GROUP A PLASTICS
Density: - - Gpm/SqFt
Area of application: 12 SPRINK - SqFt
Coverage per sprinkler: 100 - SqFt
Type of sprinklers calculated: K25.2 @15 PSI
No. of sprinklers calculated: 12
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 1,433.32-GPM
Type of system: WET
Volume of dry or preaction system: N/A - Gal
Water supply information
Date: 3-19-20
Location: SEE PLAN
Source: CITY OF CARLSBAD
Name of contractor. TITAN FIRE PROTECTION
Address: 1341 DISTRIBUTION WAY, SUITE 14 VISTA, CA 92081
Phone number: 760-295-3436
Name of designer: E. MARTINEZ
Authority having jurisdiction: CITY OF CARLSBAD
Notes: (Include peaking information or gridded systems here.)
Page
Date
@ 80.39-Psi
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
Titan Fire Protection Inc Page 2
20726 - Atec - Branchlines_FP design Date
City Water Supply: Demand:
Cl - Static Pressure : 118.8 Dl - Elevation : 11.694
C2 - Residual Pressure: 95.8 D2 - System Flow : 1183.32
C2 - Residual Flow : 6550 D2 - System Pressure : 80.392
Hose ( Demand) : 250
D3 - System Demand :1433.32
Safety Margin : 37.024
150
140
130
Cl
p120
R 110 - - -
E 100 - __
590 -- D2
s 80
U 70
R6°
E5°
40
30
20
• - ....l I I
10
I I I ______________________________
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Titan Fire Protection Inc Page 3
20726 - Atec - Branchlines_FP design Date
Fitting Legend
Abbrev. Name 1/2 % 1 114 11/2 2 2% 3 31/2 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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
T NFPA I39O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zit Wilkins 950DA 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
Titan Fire Protection Inc Page 4
20726 - Atec - Branchlines_FP design Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
2 27.0 25.2 15.0 na 97.6 0.1 100 15.0
45 27.0 25.2 15.45 na 99.04 0.1 100 15.0
48 27.0 17.33 na
50 27.0 35.94 na
99 24.0 40.84 na
100 24.0 40.85 na
101 24.0 40.89 na
TR1 24.0 56.64 na
BR1 0.5 67.15 na
BF1 -3.0 69.72 na
BF2 -3.0 79.31 na
UG1 -3.0 80.19 na
TEST 0.0 80.39 na 250.0
102 27.0 25.2 15.01 na 97.65 0.1 100 15.0
103 27.0 25.2 15.75 na 100.01 0.1 100 15.0
104 27.0 18.18 na
105 27.0 30.7 na
106 24.0 36.64 na
107 24.0 36.66 na
108 24.0 36.71 na
109 24.0 36.83 na
110 24.0 36.95 na
111 24.0 37.05 na
112 24.0 37.14 na
113 24.0 37.22 na
114 24.0 37.28 na
115 24.0 37.33 na
116 24.0 37.37 na
117 24.0 37.41 na
118 24.0 37.43 na
119 24.0 37.45 na
120 24.0 37.47 na
122 24.0 37.47 na
123 24.0 37.48 na
124 24.0 37.48 na
130 24.0 39.74 na
131 24.0 39.75 na
132 24.0 39.75 na
133 24.0 39.75 na
135 24.0 39.76 na
136 24.0 39.78 na
137 24.0 39.8 na
138 24.0 39.82 na
139 24.0 39.86 na
140 24.0 39.9 na
141 24.0 39.95 na
142 24.0 40.01 na
143 24.0 40.09 na
144 24.0 40.17 na
145 24.0 40.28 na
146 24.0 40.76 na
147 24.0 40.88 na
148 27.0 30.71 na
149 27.0 18.18 na
150 27.0 25.2 15.76 na 100.03 0.1 100 15.0
151 27.0 25.2 15.02 na 97.66 0.1 100 15.0
152 27.0 25.2 15.01 na 97.62 0.1 100 15.0
153 27.0 25.2 15.45 na 99.06 0.1 100 15.0
154 27.0 17.33 na
155 27.0 35.96 na
156 27.0 30.76 na
157 27.0 18.21 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
Titan Fire Protection Inc Page 5
20726 - Atec - Branchlines_FP design Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
158 27.0 25.2 15.78 na 100.1 0.1 100 15.0
159 27.0 25.2 15.04 na 97.73 0.1 100 15.0 160 27.0 25.2 15.03 na 97.68 0.1 100 15.0
161 27.0 25.2 15.47 na 99.13 0.1 100 15.0
162 27.0 17.35 na
163 27.0 35.99 na
164 27.0 35.85 na
165 27.0 39.15 na
166 27.0 35.92 na
167 27.0 38.71 na
168 27.0 36.0 na
169 27.0 38.63 na
170 27.0 36.08 na
171 27.0 38.55 na
172 27.0 36.14 na
173 27.0 38.49 na
174 27.0 36.19 na
175 27.0 38.44 na
176 27.0 36.24 na
177 27.0 38.39 na
178 27.0 36.27 na
179 27.0 38.36 na
180 27.0 36.3 na
181 27.0 38.33 na
182 27.0 36.32 na
183 27.0 38.31 na
184 27.0 36.34 na
185 27.0 38.29 na
186 27.0 36.35 na
187 27.0 38.28 na
190 27.0 36.36 na
191 27.0 38.27 na
192 27.0 36.36 na
193 27.0 38.27 na
194 27.0 36.36 na
195 27.0 38.27 na
125 24.0 37.48 na
196 27.0 36.36 na
197 27.0 38.26 na
The maximum velocity is 18.52 and it occurs in the pipe between nodes 108 and 156
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 6
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt P1/Ft Eqv. Ln. Total Pf Pn
2 84.53 2.157 0.0 8.000 15.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
45 84.53 0.0560 0.0 8.000 0.448 Vel = 7.42
45 99.04 2.157 0.0 8.000 15.448 K Factor = 25.20
to 120.0 0.0 0.0 0.0
48 183.57 0.2349 0.0 8.000 1.879 Vel = 16.12
48 0.0 2.157 1 12.307 66.960 17.327
to 120.0 0.0 12.307 0.0
50 183.57 0.2349 0.0 79.267 18.618 Vel = 16.12
50 0.0 2.157 T 12.307 3.000 35.945
to 120.0 0.0 12.307 1.299
99 183.57 0.2349 0.0 15.307 3.595 Vel = 16.12
99 0.0 6.357 0.0 10.000 40.839
to 120.0 0.0 0.0 0.0
100 183.57 0.0013 0.0 10.000 0.013 Vel = 1.86
100 183.60 6.357 0.0 9.500 40.852
to 120.0 0.0 0.0 0.0
101 367.17 0.0043 0.0 9.500 0.041 Vel = 3.71
101 816.15 6.357 1 37.72 321.800 40.893
to 120.0 3E 52.808 90.528 0.0
TR1 1183.32 0.0382 0.0 412.328 15.751 Vel = 11.96
TRI 0.0 8.249 B 21.297 24.500 56.644
to 150.0 0.0 21.297 10.178
BR1 1183.32 0.0071 0.0 45.797 0.325 Vel = 7.10
BR1 0.0 7.68 E 22.555 82.540 67.147
to 150.0 0.0 22.555 1.516
BF1 1183.32 0.0101 0.0 105.095 1.058 Vel = 8.20
BFI 0.0 8.27 4E 113.872 12.000 69.721
to 140.0 Zit 0.0 113.872 8.581 * * Fixed Loss = 8.581
BF2 1183.32 0.0080 0.0 125.872 1.004 Vel = 7.07
BF2 0.0 7.68 1 43.857 44.040 79.306
to 150.0 0.0 43.857 0.0
UG1 1183.32 0.0101 0.0 87.897 0.884 Vel = 8.20
UGI 0.0 9.42 F 12.305 273.420 80.190
to 150.0 2T 111.863 129.761 -1.299
TEST 1183.32 0.0037 G 5.593 403.181 1.501 Vel = 5.45
250.00 Qa = 250.00
1433.32 80.392 K Factor = 159.86
2 13.07 2.157 0.0 8.000 15.000
to 120.0 0.0 0.0 0.0
102 13.07 0.0018 0.0 8.000 0.014 Vel = 1.15
102 97.65 2.157 0.0 8.000 15.014 K Factor= 25.20
to 120.0 0.0 0.0 0.0
103 110.72 0.0922 0.0 8.000 0.738 Vel = 9.72
103 100.01 2.157 0.0 8.000 15.752 K Factor = 25.20
to 120.0 0.0 0.0 0.0
104 210.73 0.3031 0.0 8.000 2.425 Vel = 18.50
104 0.0 2.157 1 12.307 29.000 18.177
to 120.0 0.0 12.307 0.0
105 210.73 0.3032 0.0 41.307 12.523 Vel = 18.50
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 7
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "Cl' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
105 0.0 2.157 1 12.307 3.000 30.700
to 120.0 0.0 12.307 1.299
106 210.73 0.3032 0.0 15.307 4.641 Vel = 18.50
106 0.0 6.357 0.0 10.000 36.640
to 120.0 0.0 0.0 0.0
107 210.73 0.0016 0.0 10.000 0.016 Vel = 2.13
107 210.79 6.357 0.0 10.000 36.656
to 120.0 0.0 0.0 0.0
108 421.52 0.0057 0.0 10.000 0.057 Vel = 4.26
108 210.99 6.357 0.0 10.000 36.713
to 120.0 0.0 0.0 0.0
109 632.51 0.0120 0.0 10.000 0.120 Vel = 6.39
109 -49.21 6.357 0.0 11.500 36.833
to 120.0 0.0 0.0 0.0
110 583.3 0.0103 0.0 11.500 0.118 Vel = 5.90
110 -44.89 6.357 0.0 11.500 36.951
to 120.0 0.0 0.0 0.0
111 538.41 0.0090 0.0 11.500 0.103 Vel = 5.44
111 -43.37 6.357 0.0 11.500 37.054
to 120.0 0.0 0.0 0.0
112 495.04 0.0076 0.0 11.500 0.087 Vel = 5.00
112 -42.04 6.357 0.0 11.500 37.141
to 120.0 0.0 0.0 0.0
113 453.0 0.0065 0.0 11.500 0.075 Vel = 4.58
113 -40.87 6.357 0.0 11.500 37.216
to 120.0 0.0 0.0 0.0
114 412.13 0.0054 0.0 11.500 0.062 Vel = 4.17
114 -39.88 6.357 0.0 11.500 37.278
to 120.0 0.0 0.0 0.0
115 372.25 0.0045 0.0 11.500 0.052 Vel = 3.76
115 -39.04 6.357 0.0 11.500 37.330
to 120.0 0.0 0.0 0.0
116 333.21 0.0037 0.0 11.500 0.042 Vel= 3.37
116 -38.34 6.357 0.0 11.500 37.372
to 120.0 0.0 0.0 0.0
117 294.87 0.0030 0.0 11.500 0.034 Vel = 2.98
117 -37.77 6.357 0.0 11.500 37.406
to 120.0 0.0 0.0 0.0
118 257.1 0.0023 0.0 11.500 0.026 Vel = 2.60
118 -37.34 6.357 0.0 11.500 37.432
to 120.0 0.0 0.0 0.0
119 219.76 0.0017 0.0 11.500 0.019 Vel= 2.22
119 -36.99 6.357 0.0 11.500 37.451
to 120.0 0.0 0.0 0.0
120 182.77 0.0012 0.0 11.500 0.014 Vel = 1.85
120 -36.76 6.357 0.0 11.500 37.465
to 120.0 0.0 0.0 0.0
122 146.01 0.0008 0.0 11.500 0.009 Vel = 1.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 8
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
122 -36.60 6.357 0.0 12.000 37.474
to 120.0 0.0 0.0 0.0
123 109.41 0.0005 0.0 12.000 0.006 Vel = 1.11
123 -36.51 6.357 0.0 12.000 37.480
to 120.0 0.0 0.0 0.0
124 72.9 0.0002 0.0 12.000 0.002 Vel = 0.74
124 -36.46 6.357 0.0 12.000 37.482
to 120.0 0.0 0.0 0.0
125 36.44 0.0001 0.0 12.000 0.001 Vel = 0.37
0.0
36.44 37.483 K Factor = 5.95
130 36.44 6.357 0.0 12.000 39.745
to 120.0 0.0 0.0 0.0
131 36.44 0.0001 0.0 12.000 0.001 Vel = 0.37
131 36.46 6.357 0.0 12.000 39.746
to 120.0 0.0 0.0 0.0
132 72.9 0.0002 0.0 12.000 0.002 Vel = 0.74
132 36.51 6.357 0.0 12.000 39.748
to 120.0 0.0 0.0 0.0
133 109.41 0.0005 0.0 12.000 0.006 VeI= 1.11
133 36.60 6.357 0.0 11.500 39.754
to 120.0 0.0 0.0 0.0
135 146.01 0.0008 0.0 11.500 0.009 Vel = 1.48
135 36.76 6.357 0.0 11.500 39.763
to 120.0 0.0 0.0 0.0
136 182.77 0.0012 0.0 11.500 0.014 Vel = 1.85
136 36.99 6.357 0.0 11.500 39.777
to 120.0 0.0 0.0 0.0
137 219.76 0.0017 0.0 11.500 0.019 Vel = 2.22
137 37.34 6.357 0.0 11.500 39.796
to 120.0 0.0 0.0 0.0
138 257.1 0.0023 0.0 11.500 0.026 Vel = 2.60
138 37.77 6.357 0.0 11.500 39.822
to 120.0 0.0 0.0 0.0
139 294.87 0.0030 0.0 11.500 0.034 Vel = 2.98
139 38.34 6.357 0.0 11.500 39.856
to 120.0 0.0 0.0 0.0
140 333.21 0.0037 0.0 11.500 0.042 Vel = 3.37
140 39.04 6.357 0.0 11.500 39.898
to 120.0 0.0 0.0 0.0
141 372.25 0.0045 0.0 11.500 0.052 Vel = 3.76
141 39.88 6.357 0.0 11.500 39.950
to 120.0 0.0 0.0 0.0
142 412.13 0.0054 0.0 11.500 0.062 Vel = 4.17
142 40.87 6.357 0.0 11.500 40.012
to 120.0 0.0 0.0 0.0
143 453.0 0.0064 0.0 11.500 0.074 Vel = 4.58
143 42.04 6.357 0.0 11.500 40.086
to 120.0 0.0 0.0 0.0
144 495.04 0.0077 0.0 11.500 0.088 Vel = 5.00
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 9
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 11cif
or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
144 43.37 6.357 0.0 11.500 40.174
to 120.0 0.0 0.0 0.0
145 538.41 0.0089 0.0 11.500 0.102 Vel= 5.44
145 44.89 6.357 2E 35.205 12.000 40.276
to 120.0 0.0 35.205 0.0
146 583.3 0.0103 0.0 47.205 0.488 Vel = 5.90
146 49.21 6.357 0.0 10.000 40.764
to 120.0 0.0 0.0 0.0
147 632.51 0.0120 0.0 10.000 0.120 Vel = 6.39
147 183.65 6.357 0.0 0.500 40.884
to 120.0 0.0 0.0 0.0
101 816.16 0.0180 0.0 0.500 0.009 Vel = 8.25
0.0
816.16 40.893 K Factor = 127.63
107 -210.78 2.157 T 12.307 3.000 36.656
to 120.0 0.0 12.307 -1.299
148 -210.78 -0.3033 0.0 15.307 -4.643 Vel = 18.51
148 0.0 2.157 T 12.307 29.000 30.714
to 120.0 0.0 12.307 0.0
149 -210.78 -0.3033 0.0 41.307 -12.529 Vel = 18.51
149 0.0 2.157 0.0 8.000 18.185
to 120.0 0.0 0.0 0.0
150 -210.78 -0.3034 0.0 8.000 -2.427 Vel = 18.51
150 100.03 2.157 0.0 8.000 15.758 K Factor = 25.20
to 120.0 0.0 0.0 0.0
151 -110.75 -0.0922 0.0 8.000 -0.738 Vel = 9.72
151 97.66 2.157 0.0 8.000 15.020 K Factor = 25.20
to 120.0 0.0 0.0 0.0
152 -13.09 -0.0018 0.0 8.000 -0.014 Vel = 1.15
152 97.62 2.157 0.0 8.000 15.006 K Factor = 25.20
to 120.0 0.0 0.0 0.0
153 84.53 0.0560 0.0 8.000 0.448 Vel = 7.42
153 99.07 2.157 0.0 8.000 15.454 K Factor= 25.20
to 120.0 0.0 0.0 0.0
154 183.6 0.2349 0.0 8.000 1.879 Vel = 16.12
154 0.0 2.157 T 12.307 66.960 17.333
to 120.0 0.0 12.307 0.0
155 183.6 0.2349 0.0 79.267 18.623 Vel = 16.12
155 0.0 2.157 1 12.307 3.000 35.956
to 120.0 0.0 12.307 1.299
100 183.6 0.2350 0.0 15.307 3.597 Vel = 16.12
0.0
183.60 40.852 K Factor = 28.73
108 -210.99 2.157 T 12.307 3.000 36.713
to 120.0 0.0 12.307 -1.299
156 -210.99 -0.3039 0.0 15.307 -4.652 Vel = 18.52
156 0.0 2.157 1 12.307 29.000 30.762
to 120.0 0.0 12.307 0.0
157 -210.99 -0.3039 0.0 41.307 -12.552 Vel = 18.52
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 10
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
157 0.0 2.157 0.0 8.000 18.210
to 120.0 0.0 0.0 0.0
158 -210.99 -0.3039 0.0 8.000 -2.431 Vel = 18.52
158 100.10 2.157 0.0 8.000 15.779 K Factor = 25.20
to 120.0 0.0 0.0 0.0
159 -110.89 -0.0924 0.0 8.000 -0.739 Vel = 9.74
159 97.73 2.157 0.0 8.000 15.040 K Factor = 25.20
to 120.0 0.0 0.0 0.0
160 -13.16 -0.0018 0.0 8.000 -0.014 Vel = 1.16
160 97.68 2.157 0.0 8.000 15.026 K Factor = 25.20
to 120.0 0.0 0.0 0.0
161 84.52 0.0559 0.0 8.000 0.447 Vel = 7.42
161 99.13 2.157 0.0 8.000 15.473 K Factor = 25.20
to 120.0 0.0 0.0 0.0
162 183.65 0.2351 0.0 8.000 1.881 Vel = 16.12
162 0.0 2.157 1 12.307 66.960 17.354
to 120.0 0.0 12.307 0.0
163 183.65 0.2351 0.0 79.267 18.632 Vel = 16.12
163 0.0 2.157 T 12.307 3.000 35.986
to 120.0 0.0 12.307 1.299
147 183.65 0.2351 0.0 15.307 3.599 Vel = 16.12
0.0
183.65 40.884 K Factor = 28.72
109 49.21 2.157 T 12.307 3.000 36.833
to 120.0 0.0 12.307 -1.299
164 49.21 0.0205 0.0 15.307 0.314 Vel = 4.32
164 0.0 2.157 2T 24.613 135.960 35.848
to 120.0 0.0 24.613 0.0
165 49.21 0.0206 0.0 160.573 3.302 Vel = 4.32
165 0.0 2.157 T 12.307 3.000 39.150
to 120.0 0.0 12.307 1.299
146 49.21 0.0206 0.0 15.307 0.315 Vel = 4.32
0.0
49.21 40.764 K Factor = 7.71
110 44.89 2.157 1 12.307 3.000 36.951
to 120.0 0.0 12.307 -1.299
166 44.89 0.0174 0.0 15.307 0.266 Vel = 3.94
166 0.0 2.157 2T 24.613 136.460 35.918
to 120.0 0.0 24.613 0.0
167 44.89 0.0173 0.0 161.073 2.794 Vel = 3.94
167 0.0 2.157 T 12.307 3.000 38.712
to 120.0 0.0 12.307 1.299
145 44.89 0.0173 0.0 15.307 0.265 Vel = 3.94
0.0
44.89 40.276 K Factor = 7.07
111 43.37 2.157 1 12.307 3.000 37.054
to 120.0 0.0 12.307 -1.299
168 43.37 0.0163 0.0 15.307 0.249 Vel = 3.81
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 11
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
168 0.0 2.157 21 24.613 136.460 36.004
to 120.0 0.0 24.613 0.0
169 43.37 0.0163 0.0 161.073 2.622 Vel = 3.81
169 0.0 2.157 1 12.307 3.000 38.626
to 120.0 0.0 12.307 1.299
144 43.37 0.0163 0.0 15.307 0.249 Vel = 3.81
0.0
43.37 40.174 KFactor= 6.84
112 42.04 2.157 1 12.307 3.000 37.141
to 120.0 0.0 12.307 -1.299
170 42.04 0.0154 0.0 15.307 0.235 Vel = 3.69
170 0.0 2.157 21 24.613 136.460 36.077
to 120.0 0.0 24.613 0.0
171 42.04 0.0154 0.0 161.073 2.475 Vel = 3.69
171 0.0 2.157 1 12.307 3.000 38.552
to 120.0 0.0 12.307 1.299
143 42.04 0.0154 0.0 15.307 0.235 Vel = 3.69
0.0
42.04 40.086 K Factor = 6.64
113 40.88 2.157 1 12.307 3.000 37.216
to 120.0 0.0 12.307 -1.299
172 40.88 0.0146 0.0 15.307 0.223 Vel = 3.59
172 0.0 2.157 2T 24.613 136.460 36.140
to 120.0 0.0 24.613 0.0
173 40.88 0.0146 0.0 161.073 2.350 Vel= 3.59
173 0.0 2.157 1 12.307 3.000 38.490
to 120.0 0.0 12.307 1.299
142 40.88 0.0146 0.0 15.307 0.223 Vel = 3.59
0.0
40.88 40.012 K Factor = 6.46
114 39.88 2.157 1 12.307 3.000 37.278
to 120.0 0.0 12.307 -1.299
174 39.88 0.0139 0.0 15.307 0.213 Vel = 3.50
174 0.0 2.157 2T 24.613 136.460 36.192
to 120.0 0.0 24.613 0.0
175 39.88 0.0139 0.0 161.073 2.245 Vel = 3.50
175 0.0 2.157 T 12.307 3.000 38.437
to 120.0 0.0 12.307 1.299
141 39.88 0.0140 0.0 15.307 0.214 Vel = 3.50
0.0
39.88 39.950 K Factor = 6.31
115 39.04 2.157 1 12.307 3.000 37.330
to 120.0 0.0 12.307 -1.299
176 39.04 0.0134 0.0 15.307 0.205 Vel = 3.43
176 0.0 2.157 21 24.613 136.460 36.236
to 120.0 0.0 24.613 0.0
177 39.04 0.0134 0.0 161.073 2.158 Vel = 3.43
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 12
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
177 0.0 2.157 T 12.307 3.000 38.394
to 120.0 0.0 12.307 1.299
140 39.04 0.0134 0.0 15.307 0.205 Vel = 3.43
0.0
39.04 39.898 K Factor = 6.18
116 38.34 2.157 T 12.307 3.000 37.372
to 120.0 0.0 12.307 -1.299
178 38.34 0.0129 0.0 15.307 0.198 Vel = 3.37
178 0.0 2.157 2T 24.613 136.460 36.271
to 120.0 0.0 24.613 0.0
179 38.34 0.0130 0.0 161.073 2.087 Vel = 3.37
179 0.0 2.157 T 12.307 3.000 38.358
to 120.0 0.0 12.307 1.299
139 38.34 0.0130 0.0 15.307 0.199 Vel = 3.37
0.0
38.34 39.856 K Factor = 6.07
117 37.78 2.157 T 12.307 3.000 37.406
to 120.0 0.0 12.307 -1.299
180 37.78 0.0125 0.0 15.307 0.192 Vel = 3.32
180 0.0 2.157 2T 24.613 136.460 36.299
to 120.0 0.0 24.613 0.0
181 37.78 0.0126 0.0 161.073 2.031 Vel = 3.32
181 0.0 2.157 T 12.307 3.000 38.330
to 120.0 0.0 12.307 1.299
138 37.78 0.0126 0.0 15.307 0.193 Vel = 3.32
0.0
37.78 39.822 K Factor = 5.99
118 37.33 2.157 T 12.307 3.000 37.432
to 120.0 0.0 12.307 -1.299
182 37.33 0.0123 0.0 15.307 0.188 Vel = 3.28
182 0.0 2.157 2T 24.613 136.460 36.321
to 120.0 0.0 24.613 0.0
183 37.33 0.0123 0.0 161.073 1.987 Vel = 3.28
183 0.0 2.157 1 12.307 3.000 38.308
to 120.0 0.0 12.307 1.299
137 37.33 0.0123 0.0 15.307 0.189 Vel = 3.28
0.0
37.33 39.796 K Factor = 5.92
119 37.00 2.157 T 12.307 3.000 37.451
to 120.0 0.0 12.307 -1.299
184 37.0 0.0122 0.0 15.307 0.186 Vel = 3.25
184 0.0 2.157 21 24.613 136.460 36.338
to 120.0 0.0 24.613 0.0
185 37.0 0.0121 0.0 161.073 1.954 Vel = 3.25
185 0.0 2.157 T 12.307 3.000 38.292
to 120.0 0.0 12.307 1.299
136 37.0 0.0122 0.0 15.307 0.186 Vel = 3.25
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 13
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
37.00 39.777 K Factor = 5.87
120 36.76 2.157 T 12.307 3.000 37.465
to 120.0 0.0 12.307 -1.299
186 36.76 0.0120 0.0 15.307 0.183 Vel = 3.23
186 0.0 2.157 2T 24.613 136.460 36.349
to 120.0 0.0 24.613 0.0
187 36.76 0.0120 0.0 161.073 1.931 Vel = 3.23
187 0.0 2.157 T 12.307 3.000 38.280
to 120.0 0.0 12.307 1.299
135 36.76 0.0120 0.0 15.307 0.184 Vel = 3.23
0.0
36.76 39.763 K Factor = 5.83
122 36.60 2.157 T 12.307 3.000 37.474
to 120.0 0.0 12.307 -1.299
190 36.6 0.0119 0.0 15.307 0.182 Vel = 3.21
190 0.0 2.157 21 24.613 136.460 36.357
to 120.0 0.0 24.613 0.0
191 36.6 0.0119 0.0 161.073 1.915 Vel = 3.21
191 0.0 2.157 T 12.307 3.000 38.272
to 120.0 0.0 12.307 1.299
133 36.6 0.0120 0.0 15.307 0.183 Vel = 3.21
0.0
36.60 39.754 K Factor = 5.80
123 36.50 2.157 1 12.307 3.000 37.480
to 120.0 0.0 12.307 -1.299
192 36.5 0.0118 0.0 15.307 0.181 Vel = 3.20
192 0.0 2.157 2T 24.613 136.460 36.362
to 120.0 0.0 24.613 0.0
193 36.5 0.0118 0.0 161.073 1.906 Vel = 3.20
193 0.0 2.157 1 12.307 3.000 38.268
to 120.0 0.0 12.307 1.299
132 36.5 0.0118 0.0 15.307 0.181 Vel = 3.20
0.0
36.50 39.748 K Factor = 5.79
124 36.46 2.157 1 12.307 3.000 37.482
to 120.0 0.0 12.307 -1.299
194 36.46 0.0118 0.0 15.307 0.181 Vel = 3.20
194 0.0 2.157 21 24.613 136.460 36.364
to 120.0 0.0 24.613 0.0
195 36.46 0.0118 0.0 161.073 1.902 Vel = 3.20
195 0.0 2.157 T 12.307 3.000 38.266
to 120.0 0.0 12.307 1.299
131 36.46 0.0118 0.0 15.307 0.181 Vel = 3.20
0.0
36.46 39.746 K Factor = 5.78
125 36.44 2.157 1 12.307 3.000 37.483
to 120.0 0.0 12.307 -1.299
196 36.44 0.0118 0.0 15.307 0.180 Vel = 3.20
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 14
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
196 0.0 2.157 2T 24.613 136.460 36.364
to 120.0 0.0 24.613 0.0
197 36.44 0.0118 0.0 161.073 1.901 Vel = 3.20
197 0.0 2.157 T 12.307 3.000 38.265
to 120.0 0.0 12.307 1.299
130 36.44 0.0118 0.0 15.307 0.181 Vel = 3.20
0.0
36.44 - 39.745 K Factor= 5.78
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- Fire Protection by Computer Design
Titan Fire Protection Inc
1341 Distribution Way, Ste 14
Vista, CA 92081
760.295.3436
Job Name : 20726 - Atec - Branchlines_FP design
Building
Location
System
Contract
Data File 20726 - Atec Branchlines Area 1-EAST WXF AREA I EAST OF GRID
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
Titan Fire Protection Inc Page
20726 - Atec - Branchlines FP design Date
City Water Supply: Demand:
Cl - Static Pressure : 118.8 Dl - Elevation : 11.694
C2 - Residual Pressure: 95.8 D2 - System Flow : 1182.93
C2 - Residual Flow : 6550 D2 - System Pressure : 80.637
Hose ( Demand) : 250
D3 - System Demand :1432.93
Safety Margin : 36.780
150
140
130
P 120
R 110
- C2 E 100
- -
-
s 90 D2
580
u 70
R6°
E5°
40
30
20
10
N
D1
— I I I I I I
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Titan Fire Protection Inc Page 2
20726 - Atec - Branchlines_FP design Date
Fitting Legend
Abbrev. Name 1/ % 1 11/4 1'/2 2 21A 3 3Y2 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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
T NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zit Wilkins 950DA 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 I Flow Summary - STANDARD
Titan Fire Protection Inc Page 3
20726 - Atec - Branchlines_FP design Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
2 27.0 25.2 15.0 na 97.61 0.1 100 15.0
45 27.0 25.2 15.0 na 97.6 0.1 100 15.0
48 27.0 25.2 15.54 na 99.33 0.1 100 15.0
50 27.0 35.87 na
99 24.0 41.09 na
100 24.0 41.1 na
101 24.0 41.15 na
TR1 24.0 56.89 na
BR1 0.5 67.39 na
BF1 -3.0 69.97 na
BF2 -3.0 79.55 na
UG1 -3.0 80.44 na
TEST 0.0 80.64 na 250.0
102 27.0 25.2 15.64 na 99.65 0.1 100 15.0
103 27.0 17.87 na
104 27.0 20.11 na
105 27.0 31.65 na
106 24.0 37.23 na
107 24.0 37.24 na
108 24.0 37.3 na
109 24.0 37.41 na
110 24.0 37.52 na
111 24.0 37.61 na
112 24.0 37.69 na
113 24.0 37.76 na
114 24.0 37.82 na
115 24.0 37.87 na
116 24.0 37.9 na
117 24.0 37.94 na
118 24.0 37.96 na
119 24.0 37.98 na
120 24.0 37.99 na
122 24.0 38.0 na
123 24.0 38.0 na
124 24.0 38.01 na
130 24.0 40.09 na
131 24.0 40.09 na
132 24.0 40.09 na
133 24.0 40.1 na
135 24.0 40.11 na
136 24.0 40.12 na
137 24.0 40.14 na
138 24.0 40.16 na
139 24.0 40.19 na
140 24.0 40.23 na
141 24.0 40.28 na
142 24.0 40.34 na
143 24.0 40.41 na
144 24.0 40.49 na
145 24.0 40.58 na
146 24.0 41.03 na
147 24.0 41.14 na
148 27.0 31.67 na
149 27.0 20.12 na
150 27.0 17.88 na
151 27.0 25.2 15.64 na 99.67 0.1 100 15.0
152 27.0 25.2 15.01 na 97.62 0.1 100 15.0
153 27.0 25.2 15.01 na 97.62 0.1 100 15.0
154 27.0 25.2 15.54 na 99.35 0.1 100 15.0
155 27.0 35.88 na
156 27.0 31.71 na
157 27.0 20.14 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
Titan Fire Protection Inc Page 4
20726 - Atec - Branchlines_FP design Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
158 27.0 . 17.9 na
159 27.0 25.2 15.66 na 99.73 0.1 100 15.0
160 27.0 25.2 15.03 na 97.69 0.1 100 15.0
161 27.0 25.2 15.02 na 97.68 0.1 100 15.0
162 27.0 25.2 15.56 na 99.41 0.1 100 15.0
163 27.0 35.91 na
164 27.0 36.4 na
165 27.0 39.44 na
166 27.0 36.46 na
167 27.0 39.04 na
168 27.0 36.54 na
169 27.0 38.96 na
170 27.0 36.61 na
171 27.0 38.89 na
172 27.0 36.67 na
173 27.0 38.83 na
174 27.0 36.72 na
175 27.0 38.78 na
176 27.0 36.76 na
177 27.0 38.74 na
178 27.0 36.79 na
179 27.0 38.71 na
180 27.0 36.81 na
181 27.0 38.69 na
182 27.0 36.83 na
183 27.0 38.67 na
184 27.0 36.85 na
185 27.0 38.65 na
186 27.0 36.86 na
187 27.0 38.64 na
190 27.0 36.87 na
191 27.0 38.63 na
192 27.0 36.87 na
193 27.0 38.63 na
194 27.0 36.87 na
195 27.0 38.63 na
125 24.0 38.01 na
196 27.0 36.87 na
197 27.0 38.63 na
The maximum velocity is 17.72 and it occurs in the pipe between nodes 108 and 156
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 5
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
2 -4.41 2.157 0.0 8.000 15.002 K Factor = 25.20
to 120.0 0.0 0.0 0.0
45 -4.41 -0.0002 0.0 8.000 -0.002 Vet = 0.39
45 97.60 2.157 0.0 8.000 15.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
48 93.19 0.0670 0.0 8.000 0.536 Vet = 8.18
48 99.32 2.157 1 12.307 66.960 15.536 K Factor = 25.20
to 120.0 0.0 12.307 0.0
50 192.51 0.2565 0.0 79.267 20.330 Vet = 16.90
50 0.0 2.157 T 12.307 3.000 35.866
to 120.0 0.0 12.307 1.299
99 192.51 0.2565 0.0 15.307 3.927 Vet = 16.90
99 0.0 6.357 0.0 10.000 41.092
to 120.0 0.0 0.0 0.0
100 192.51 0.0013 0.0 10.000 0.013 Vet = 1.95
100 192.55 6.357 0.0 9.500 41.105
to 120.0 0.0 0.0 0.0
101 385.06 0.0047 0.0 9.500 0.045 Vet = 3.89
101 797.87 6.357 T 37.72 321.800 41.150
to 120.0 3E 52.808 90.528 0.0
TRI 1182.93 0.0382 0.0 412.328 15.742 Vet = 11.96
TRI 0.0 8.249 B 21.297 24.500 56.892
to 150.0 0.0 21.297 10.178
BR1 1182.93 0.0071 0.0 45.797 0.325 Vet = 7.10
BR1 0.0 7.68 E 22.555 82.540 67.395
to 150.0 0.0 22.555 1.516
BF1 1182.93 0.0101 0.0 105.095 1.057 Vet = 8.19
BF1 0.0 8.27 4E 113.872 12.000 69.968
to 140.0 Zit 0.0 113.872 8.581 * * Fixed Loss = 8.581
BF2 1182.93 0.0080 0.0 125.872 1.003 Vet = 7.07
BF2 0.0 7.68 T 43.857 44.040 79.552
to 150.0 0.0 43.857 0.0
UGI 1182.93 0.0101 0.0 87.897 0.884 Vet = 8.19
UG1 0.0 9.42 F 12.305 273.420 80.436
to 150.0 2T 111.863 129.761 -1.299
TEST 1182.93 0.0037 G 5.593 403.181 1.500 Vet = 5.45
250.00 Qa = 250.00
1432.93 80.637 K Factor = 159.57
2 102.02 2.157 0.0 8.000 15.002
to 120.0 0.0 0.0 0.0
102 102.02 0.0792 0.0 8.000 0.634 Vet = 8.96
102 99.64 2.157 0.0 8.000 15.636 K Factor = 25.20
to 120.0 0.0 0.0 0.0
103 201.66 0.2795 0.0 8.000 2.236 Vet = 17.71
103 0.0 2.157 0.0 8.000 17.872
to 120.0 0.0 0.0 0.0
104 201.66 0.2795 0.0 8.000 2.236 Vet = 17.71
104 0.0 2.157 T 12.307 29.000 20.108
to 120.0 0.0 12.307 0.0
105 201.66 0.2795 0.0 41.307 11.545 Vet = 17.71
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 6
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
105 0.0 2.157 1 12.307 3.000 31.653
to 120.0 0.0 12.307 1.299
106 201.66 0.2795 0.0 15.307 4.278 Vet = 17.71
106 0.0 6.357 0.0 10.000 37.230
to 120.0 0.0 0.0 0.0
107 201.66 0.0015 0.0 10.000 0.015 Vet = 2.04
107 201.72 6.357 0.0 10.000 37.245
to 120.0 0.0 0.0 0.0
108 403.38 0.0052 0.0 10.000 0.052 Vet = 4.08
108 201.88 6.357 0.0 10.000 37.297
to 120.0 0.0 0.0 0.0
109 605.26 0.0110 0.0 10.000 0.110 Vet = 6.12
109 -47.09 6.357 0.0 11.500 37.407
to 120.0 0.0 0.0 0.0
110 558.17 0.0096 0.0 11.500 0.110 Vel= 5.64
110 42.95 6.357 0.0 11.500 37.517
to 120.0 0.0 0.0 0.0
111 515.22 0.0082 0.0 11.500 0.094 Vet = 5.21
111 -41.50 6.357 0.0 11.500 37.611
to 120.0 0.0 0.0 0.0
112 473.72 0.0070 0.0 11.500 0.081 Vet = 4.79
112 -40.23 6.357 0.0 11.500 37.692
to 120.0 0.0 0.0 0.0
113 433.49 0.0059 0.0 11.500 0.068 Vet = 4.38
113 -39.11 6.357 0.0 11.500 37.760
to 120.0 0.0 0.0 0.0
114 394.38 0.0050 0.0 11.500 0.058 Vet = 3.99
114 -38.17 6.357 0.0 11.500 37.818
to 120.0 0.0 0.0 0.0
115 356.21 0.0042 0.0 11.500 0.048 Vet = 3.60
115 -37.35 6.357 0.0 11.500 37.866
to 120.0 0.0 0.0 0.0
116 318.86 0.0033 0.0 11.500 0.038 Vet = 3.22
116 -36.69 6.357 0.0 11.500 37.904
to 120.0 0.0 0.0 0.0
117 282.17 0.0027 0.0 11.500 0.031 Vet = 2.85
117 -36.15 6.357 0.0 11.500 37.935
to 120.0 0.0 0.0 0.0
118 246.02 0.0021 0.0 11.500 0.024 Vet = 2.49
118 -35.72 6.357 0.0 11.500 37.959
to 120.0 0.0 0.0 0.0
119 210.3 0.0016 0.0 11.500 0.018 Vet = 2.13
119 -35.41 6.357 0.0 11.500 37.977
to 120.0 0.0 0.0 0.0
120 174.89 0.0011 0.0 11.500 0.013 Vet = 1.77
120 -35.17 6.357 0.0 11.500 37.990
to 120.0 0.0 0.0 0.0
122 139.72 0.0007 0.0 11.500 0.008 Vet = 1.41
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 7
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'IC" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
122 -35.03 6.357 0.0 12.000 37.998
to 120.0 0.0 0.0 0.0
123 104.69 0.0005 0.0 12.000 0.006 Vel = 1.06
123 -34.93 6.357 0.0 12.000 38.004
to 120.0 0.0 0.0 0.0
124 69.76 0.0002 0.0 12.000 0.002 Vel = 0.71
124 -34.89 6.357 0.0 12.000 38.006
to 120.0 0.0 0.0 0.0
125 34.87 0.0001 0.0 12.000 0.001 Vel = 0.35
0.0
34.87 38.007 K Factor = 5.66
130 34.87 6.357 0.0 12.000 40.092
to 120.0 0.0 0.0 0.0
131 34.87 0.0 0.0 12.000 0.0 Vel = 0.35
131 34.89 6.357 0.0 12.000 40.092
to 120.0 0.0 0.0 0.0
132 69.76 0.0002 0.0 12.000 0.003 Vel = 0.71
132 34.93 6.357 0.0 12.000 40.095
to 120.0 0.0 0.0 0.0
133 104.69 0.0004 0.0 12.000 0.005 Vel = 1.06
133 35.03 6.357 0.0 11.500 40.100
to 120.0 0.0 0.0 0.0
135 139.72 0.0007 0.0 11.500 0.008 Vel = 1.41
135 35.17 6.357 0.0 11.500 40.108
to 120.0 0.0 0.0 0.0
136 174.89 0.0011 0.0 11.500 0.013 Vel = 1.77
136 35.41 6.357 0.0 11.500 40.121
to 120.0 0.0 0.0 0.0
137 210.3 0.0016 0.0 11.500 0.018 Vel = 2.13
137 35.72 6.357 0.0 11.500 40.139
to 120.0 0.0 0.0 0.0
138 246.02 0.0021 0.0 11.500 0.024 Vel = 2.49
138 36.15 6.357 0.0 11.500 40.163
to 120.0 0.0 0.0 0.0
139 282.17 0.0027 0.0 11.500 0.031 Vel = 2.85
139 36.69 6.357 0.0 11.500 40.194
to 120.0 0.0 0.0 0.0
140 318.86 0.0034 0.0 11.500 0.039 Vel = 3.22
140 37.35 6.357 0.0 11.500 40.233
to 120.0 0.0 0.0 0.0
141 356.21 0.0041 0.0 11.500 0.047 Vel = 3.60
141 38.17 6.357 0.0 11.500 40.280
to 120.0 0.0 0.0 0.0
142 394.38 0.0050 0.0 11.500 0.058 Vel = 3.99
142 39.11 6.357 0.0 11.500 40.338
to 120.0 0.0 0.0 0.0
143 433.49 0.0059 0.0 11.500 0.068 Vel = 4.38
143 40.23 6.357 0.0 11.500 40.406
to 120.0 0.0 0.0 0.0
144 473.72 0.0070 0.0 11.500 0.081 Vel = 4.79
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 8
20726 - Atec - Branchtines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
144 41.50 6.357 0.0 11.500 40.487
to 120.0 0.0 0.0 0.0
145 515.22 0.0083 0.0 11.500 0.095 Vet = 5.21
145 42.95 6.357 2E 35.205 12.000 40.582
to 120.0 0.0 35.205 0.0
146 558.17 0.0095 0.0 47.205 0.449 Vet = 5.64
146 47.09 6.357 0.0 10.000 41.031
to 120.0 0.0 0.0 0.0
147 605.26 0.0110 0.0 10.000 0.110 Vet = 6.12
147 192.62 6.357 0.0 0.500 41.141
to 120.0 0.0 0.0 0.0
101 797.88 0.0180 0.0 0.500 0.009 Vet = 8.07
0.0
797.88 41.150 K Factor = 124.38
107 -201.71 2.157 1 12.307 3.000 37.245
to 120.0 0.0 12.307 -1.299
148 -201.71 -0.2797 0.0 15.307 -4.281 Vet = 17.71
148 0.0 2.157 T 12.307 29.000 31.665
to 120.0 0.0 12.307 0.0
149 -201.71 -0.2796 0.0 41.307 -11.549 Vet = 17.71
149 0.0 2.157 0.0 8.000 20.116
to 120.0 0.0 0.0 0.0
150 -201.71 -0.2796 0.0 8.000 -2.237 Vet = 17.71
150 0.0 2.157 0.0 8.000 17.879
to 120.0 0.0 0.0 0.0
151 -201.71 -0.2796 0.0 8.000 -2.237 Vet = 17.71
151 99.67 2.157 0.0 8.000 15.642 K Factor= 25.20
to 120.0 0.0 0.0 0.0
152 -102.04 -0.0792 0.0 8.000 -0.634 Vet = 8.96
152 97.62 2.157 0.0 8.000 15.008 K Factor= 25.20
to 120.0 0.0 0.0 0.0
153 -4.42 -0.0002 0.0 8.000 -0.002 Vet = 0.39
153 97.62 2.157 0.0 8.000 15.006 K Factor = 25.20
to 120.0 0.0 0.0 0.0
154 93.2 0.0670 0.0 8.000 0.536 Vet = 8.18
154 99.34 2.157 T 12.307 66.960 15.542 K Factor = 25.20
to 120.0 0.0 12.307 0.0
155 192.54 0.2566 0.0 79.267 20.336 Vet = 16.90
155 0.0 2.157 T 12.307 3.000 35.878
to 120.0 0.0 12.307 1.299
100 192.54 0.2566 0.0 15.307 3.928 Vet = 16.90
0.0
192.54 41.105 KFactor= 30.03
108 -201.88 2.157 T 12.307 3.000 37.297
to 120.0 0.0 12.307 -1.299
156 -201.88 -0.2801 0.0 15.307 -4.287 Vet = 17.72
156 0.0 2.157 T 12.307 29.000 31.711
to 120.0 0.0 12.307 0.0
157 -201.88 -0.2800 0.0 41.307 -11.568 Vet = 17.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 9
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
157 0.0 2.157 0.0 8.000 20.143
to 120.0 0.0 0.0 0.0
158 -201.88 -0.2801 0.0 8.000 -2.241 Vel = 17.72
158 0.0 2.157 0.0 8.000 17.902
to 120.0 0.0 0.0 0.0
159 -201.88 -0.2800 0.0 8.000 -2.240 Vel = 17.72
159 99.73 2.157 0.0 8.000 15.662 K Factor= 25.20
to 120.0 0.0 0.0 0.0
160 -102.15 -0.0795 0.0 8.000 -0.636 Vel = 8.97
160 97.68 2.157 0.0 8.000 15.026 K Factor= 25.20
to 120.0 0.0 0.0 0.0
161 -4.47 -0.0001 0.0 8.000 -0.001 Vel = 0.39
161 97.68 2.157 0.0 8.000 15.025 K Factor = 25.20
to 120.0 0.0 0.0 0.0
162 93.21 0.0670 0.0 8.000 0.536 Vel = 8.18
162 99.41 2.157 1 12.307 66.960 15.561 K Factor = 25.20
to 120.0 0.0 12.307 0.0
163 192.62 0.2567 0.0 79.267 20.351 Vel = 16.91
163 0.0 2.157 T 12.307 3.000 35.912
to 120.0 0.0 12.307 1.299
147 192.62 0.2567 0.0 15.307 3.930 Vel = 16.91
0.0
192.62 41.141 KFactor= 30.03
109 47.09 2.157 T 12.307 3.000 37.407
to 120.0 0.0 12.307 -1.299
164 47.09 0.0189 0.0 15.307 0.290 Vel = 4.13
164 0.0 2.157 2T 24.613 135.960 36.398
to 120.0 0.0 24.613 0.0
165 47.09 0.0190 0.0 160.573 3.043 Vel = 4.13
165 0.0 2.157 1 12.307 3.000 39.441
to 120.0 0.0 12.307 1.299
146 47.09 0.0190 0.0 15.307 0.291 Vel = 4.13
0.0
47.09 41.031 K Factor = 7.35
110 42.95 2.157 T 12.307 3.000 37.517
to 120.0 0.0 12.307 -1.299
166 42.95 0.0159 0.0 15.307 0.244 Vel = 3.77
166 0.0 2.157 2T 24.613 136.460 36.462
to 120.0 0.0 24.613 0.0
167 42.95 0.0160 0.0 161.073 2.576 Vel = 3.77
167 0.0 2.157 T 12.307 3.000 39.038
to 120.0 0.0 12.307 1.299
145 42.95 0.0160 0.0 15.307 0.245 Vel = 3.77
0.0
42.95 40.582 K Factor = 6.74
111 41.50 2.157 T 12.307 3.000 37.611
to 120.0 0.0 12.307 -1.299
168 41.5 0.0150 0.0 15.307 0.229 Vel = 3.64
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 10
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
168 0.0 2.157 21 24.613 136.460 36.541
to 120.0 0.0 24.613 0.0
169 41.5 0.0150 0.0 161.073 2.417 Vel = 3.64
169 0.0 2.157 1 12.307 3.000 38.958
to 120.0 0.0 12.307 1.299
144 41.5 0.0150 0.0 15.307 0.230 Vel = 3.64
0.0
41.50 40.487 K Factor = 6.52
112 40.23 2.157 T 12.307 3.000 37.692
to 120.0 0.0 12.307 -1.299
170 40.23 0.0141 0.0 15.307 0.216 Vel = 3.53
170 0.0 2.157 2T 24.613 136.460 36.609
to 120.0 0.0 24.613 0.0
171 40.23 0.0142 0.0 161.073 2.281 Vel = 3.53
171 0.0 2.157 1 12.307 3.000 38.890
to 120.0 0.0 12.307 1.299
143 40.23 0.0142 0.0 15.307 0.217 Vel = 3.53
0.0
40.23 40.406 K Factor = 6.33
113 39.12 2.157 T 12.307 3.000 37.760
to 120.0 0.0 12.307 -1.299
172 39.12 0.0135 0.0 15.307 0.206 Vel = 3.43
172 0.0 2.157 21 24.613 136.460 36.667
to 120.0 0.0 24.613 0.0
173 39.12 0.0134 0.0 161.073 2.166 Vel = 3.43
173 0.0 2.157 T 12.307 3.000 38.833
to 120.0 0.0 12.307 1.299
142 39.12 0.0135 0.0 15.307 0.206 Vel = 3.43
0.0
39.12 40.338 K Factor = 6.16
114 38.16 2.157 T 12.307 3.000 37.818
to 120.0 0.0 12.307 -1.299
174 38.16 0.0128 0.0 15.307 0.196 Vel = 3.35
174 0.0 2.157 21 24.613 136.460 36.715
to 120.0 0.0 24.613 0.0
175 38.16 0.0128 0.0 161.073 2.069 Vel = 3.35
175 0.0 2.157 T 12.307 3.000 38.784
to 120.0 0.0 12.307 1.299
141 38.16 0.0129 0.0 15.307 0.197 Vel = 3.35
0.0
38.16 40.280 K Factor= 6.01
115 37.36 2.157 1 12.307 3.000 37.866
to 120.0 0.0 12.307 -1.299
176 37.36 0.0123 0.0 15.307 0.188 Vel = 3.28
176 0.0 2.157 21 24.613 136.460 36.755
to 120.0 0.0 24.613 0.0
177 37.36 0.0123 0.0 161.073 1.989 Vel = 3.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 11
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
177 0.0 2.157 T 12.307 3.000 38.744
to 120.0 0.0 12.307 1.299
140 37.36 0.0124 0.0 15.307 0.190 Vet = 3.28
0.0
37.36 40.233 K Factor = 5.89
116 36.69 2.157 T 12.307 3.000 37.904
to 120.0 0.0 12.307 -1.299
178 36.69 0.0120 0.0 15.307 0.183 Vet = 3.22
178 0.0 2.157 2T 24.613 136.460 36.788
to 120.0 0.0 24.613 0.0
179 36.69 0.0119 0.0 161.073 1.924 Vet = 3.22
179 0.0 2.157 T 12.307 3.000 38.712
to 120.0 0.0 12.307 1.299
139 36.69 0.0120 0.0 15.307 0.183 Vet = 3.22
0.0
36.69 40.194 K Factor = 5.79
117 36.15 2.157 1 12.307 3.000 37.935
to 120.0 0.0 12.307 -1.299
180 36.15 0.0116 0.0 15.307 0.178 Vet= 3.17
180 0.0 2.157 2T 24.613 136.460 36.814
to 120.0 0.0 24.613 0.0
181 36.15 0.0116 0.0 161.073 1.872 Vet= 3.17
181 0.0 2.157 1 12.307 3.000 38.686
to 120.0 0.0 12.307 1.299
138 36.15 0.0116 0.0 15.307 0.178 Vet= 3.17
0.0
36.15 40.163 K Factor = 5.70
118 35.72 2.157 T 12.307 3.000 37.959
to 120.0 0.0 12.307 -1.299
182 35.72 0.0114 0.0 15.307 0.174 Vet= 3.14
182 0.0 2.157 21 24.613 136.460 36.834
to 120.0 0.0 24.613 0.0
183 35.72 0.0114 0.0 161.073 1.832 Vet = 3.14
183 0.0 2.157 T 12.307 3.000 38.666
to 120.0 0.0 12.307 1.299
137 35.72 0.0114 0.0 15.307 0.174 Vet = 3.14
0.0
35.72 40.139 K Factor = 5.64
119 35.40 2.157 1 12.307 3.000 37.977
to 120.0 0.0 12.307 -1.299
184 35.4 0.0112 0.0 15.307 0.171 Vet= 3.11
184 0.0 2.157 21 24.613 136.460 36.849
to 120.0 0.0 24.613 0.0
185 35.4 0.0112 0.0 161.073 1.801 Vet = 3.11
185 0.0 2.157 T 12.307 3.000 38.650
to 120.0 0.0 12.307 1.299
136 35.4 0.0112 0.0 15.307 0.172 Vet = 3.11
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 12
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Fin
35.40 40.121 K Factor = 5.59
120 35.18 2.157 1 12.307 3.000 37.990
to 120.0 0.0 12.307 -1.299
186 35.18 0.0110 0.0 15.307 0.169 Vel = 3.09
186 0.0 2.157 21 24.613 136.460 36.860
to 120.0 0.0 24.613 0.0
187 35.18 0.0111 0.0 161.073 1.780 Vel = 3.09
187 0.0 2.157 T 12.307 3.000 38.640
to 120.0 0.0 12.307 1.299
135 35.18 0.0110 0.0 15.307 0.169 Vel = 3.09
0.0
35.18 40.108 KFactor= 5.55
122 35.02 2.157 1 12.307 3.000 37.998
to 120.0 0.0 12.307 -1.299
190 35.02 0.0110 0.0 15.307 0.168 Vel = 3.07
190 0.0 2.157 21 24.613 136.460 36.867
to 120.0 0.0 24.613 0.0
191 35.02 0.0110 0.0 161.073 1.766 Vel = 3.07
191 0.0 2.157 T 12.307 3.000 38.633
to 120.0 0.0 12.307 1.299
133 35.02 0.0110 0.0 15.307 0.168 Vel = 3.07
0.0
35.02 40.100 K Factor = 5.53
123 34.93 2.157 T 12.307 3.000 38.004
to 120.0 0.0 12.307 -1.299
192 34.93 0.0108 0.0 15.307 0.166 Vel = 3.07
192 0.0 2.157 2T 24.613 136.460 36.871
to 120.0 0.0 24.613 0.0
193 34.93 0.0109 0.0 161.073 1.757 Vel = 3.07
193 0.0 2.157 1 12.307 3.000 38.628
to 120.0 0.0 12.307 1.299
132 34.93 0.0110 0.0 15.307 0.168 Vel = 3.07
0.0
34.93 40.095 K Factor = 5.52
124 34.89 2.157 T 12.307 3.000 38.006
to 120.0 0.0 12.307 -1.299
194 34.89 0.0108 0.0 15.307 0.166 Vel = 3.06
194 0.0 2.157 21 24.613 136.460 36.873
to 120.0 0.0 24.613 0.0
195 34.89 0.0109 0.0 161.073 1.753 Vel = 3.06
195 0.0 2.157 1 12.307 3.000 38.626
to 120.0 0.0 12.307 1.299
131 34.89 0.0109 0.0 15.307 0.167 Vel = 3.06
0.0
34.89 40.092 K Factor = 5.51
125 34.87 2.157 T 12.307 3.000 38.007
to 120.0 0.0 12.307 -1.299
196 34.87 0.0108 0.0 15.307 0.166 Vel = 3.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 13
20726 - Atec - Branchlines_FP design Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
196 0.0 2.157 2T 24.613 136.460 36.874
to 120.0 0.0 24.613 0.0
197 34.87 0.0109 0.0 161.073 1.752 Vel = 3.06
197 0.0 2.157 T 12.307 3.000 38.626
to 120.0 0.0 12.307 1.299
130 34.87 0.0109 0.0 15.307 0.167 Vel = 3.06
0.0
34.87 40.092 K Factor = 5.51
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- Fire Protection by Computer Design
Titan Fire Protection Inc
1341 Distribution Way, Ste 14
Vista, CA 92081
760.295.3436
Job Name : 20726 - Atec - Branchlines_FP designWest
Building
Location
System
Contract
Data File 20726 Atec - Branchlines Area 1 WEST WXF AREA 1 WEST OF GRID
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
Titan Fire Protection Inc Page
20726 - Atec - Branchlines_FP designWest Date
City Water Supply: Demand:
Cl - Static Pressure : 118.8 Dl - Elevation : 11.694
C2 - Residual Pressure: 95.8 D2 - System Flow : 1184.06
C2 - Residual Flow : 6550 D2 - System Pressure : 79.899
Hose ( Demand) : 250
D3 - System Demand :1434.06
Safety Margin : 37.516
150
140
130
Cl
p120
R 110 -
E 100 __
590 --
D2
580
70
R6°
E5°
40
30
20
10 --Dl—
•
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW (N - 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
Titan Fire Protection Inc Page 2
20726 - Atec - Branchlines_FP designWest Date
Fitting Legend
Abbrev. Name h/ ~ 1 11/4 l/2 2 21/2 3 31/2 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 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zit Wilkins 950DA 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 I Flow Summary - STANDARD
Titan Fire Protection Inc Page 3
20726 - Atec - Branchlines_FP designWest Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
2 27.0 25.2 15.37 na 98.78 0.1 100 15.0
45 27.0 17.08 na
48 27.0 18.79 na
50 27.0 35.75 na
99 24.0 40.33 na
100 24.0 40.34 na
101 24.0 40.37 na
TRI 24.0 56.14 na
BR1 0.5 66.65 na
BF1 -3.0 69.22 na
BF2 -3.0 78.81 na
UGI -3.0 79.7 na
TEST 0.0 79.9 na 250.0
102 27.0 25.2 15.0 na 97.6 0.1 100 15.0
103 27.0 25.2 15.04 na 97.72 0.1 100 15.0
104 27.0 25.2 15.89 na 100.44 0.1 100 15.0
105 27.0 29.45 na
106 24.0 35.77 na
107 24.0 35.79 na
108 24.0 35.85 na
109 24.0 35.98 na
110 24.0 36.11 na
111 24.0 36.22 na
112 24.0 36.31 na
113 24.0 36.39 na
114 24.0 36.46 na
115 24.0 36.52 na
116 24.0 36.56 na
117 24.0 36.6 na
118 24.0 36.63 na
119 24.0 36.65 na
120 24.0 36.66 na
122 24.0 36.67 na
123 24.0 36.68 na
124 24.0 36.68 na
130 24.0 39.13 na
131 24.0 39.13 na
132 24.0 39.14 na
133 24.0 39.14 na
135 24.0 39.15 na
136 24.0 39.17 na
137 24.0 39.19 na
138 24.0 39.22 na
139 24.0 39.25 na
140 24.0 39.3 na
141 24.0 39.35 na
142 24.0 39.42 na
143 24.0 39.5 na
144 24.0 39.6 na
145 24.0 39.71 na
146 24.0 40.24 na
147 24.0 40.36 na
148 27.0 29.46 na
149 27.0 25.2 15.89 na 100.46 0.1 100 15.0
150 27.0 25.2 15.04 na 97.74 0.1 100 15.0
151 27.0 25.2 15.01 na 97.62 0.1 100 15.0
152 27.0 25.2 15.37 na 98.8 0.1 100 15.0
153 27.0 17.08 na
154 27.0 18.8 na
155 27.0 35.76 na
156 27.0 29.51 na
157 27.0 25.2 15.92 na 100.54 0.1 100 15.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - Standard
Titan Fire Protection Inc Page 4
20726 - Atec - Branchlines_FP designWest Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
158 27.0 25.2 15.06 na 97.81 0.1 100 15.0
159 27.0 25.2 15.03 na 97.69 0.1 100 15.0
160 27.0 25.2 15.39 na 98.87 0.1 100 15.0
161 27.0 17.1 na
162 27.0 18.82 na
163 27.0 35.79 na
164 27.0 35.02 na
165 27.0 38.6 na
166 27.0 35.1 na
167 27.0 38.12 na
168 27.0 35.19 na
169 27.0 38.03 na
170 27.0 35.27 na
171 27.0 37.95 na
172 27.0 35.34 na
173 27.0 37.88 na
174 27.0 35.39 na
175 27.0 37.82 na
176 27.0 35.44 na
177 27.0 37.78 na
178 27.0 35.48 na
179 27.0 37.74 na
180 27.0 35.51 na
181 27.0 37.71 na
182 27.0 35.53 na
183 27.0 37.68 na
184 27.0 35.55 na
185 27.0 37.67 na
186 27.0 35.56 na
187 27.0 37.65 na
190 27.0 35.57 na
191 27.0 37.65 na
192 27.0 35.58 na
193 27.0 37.64 na
194 27.0 35.58 na
195 27.0 37.64 na
125 24.0 36.68 na
196 27.0 35.58 na
197 27.0 37.64 na
The maximum velocity is 19.34 and it occurs in the pipe between nodes 108 and 156
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 5
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
2 174.56 2.157 0.0 8.000 15.366 K Factor = 25.20
to 120.0 0.0 0.0 0.0
45 174.56 0.2140 0.0 8.000 1.712 Vel = 15.33
45 0.0 2.157 0.0 8.000 17.078
to 120.0 0.0 0.0 0.0
48 174.56 0.2139 0.0 8.000 1.711 Vel = 15.33
48 0.0 2.157 T 12.307 66.960 18.789
to 120.0 0.0 12.307 0.0
50 174.56 0.2140 0.0 79.267 16.962 Vel = 15.33
50 0.0 2.157 1 12.307 3.000 35.751
to 120.0 0.0 12.307 1.299
99 174.56 0.2140 0.0 15.307 3.276 Vel = 15.33
99 0.0 6.357 0.0 10.000 40.326
to 120.0 0.0 0.0 0.0
100 174.56 0.0011 0.0 10.000 0.011 Vel = 1.76
100 174.57 6.357 0.0 9.500 40.337
to 120.0 0.0 0.0 0.0
101 349.13 0.0040 0.0 9.500 0.038 Vel = 3.53
101 834.93 6.357 1 37.72 321.800 40.375
to 120.0 3E 52.808 90.528 0.0
TRI 1184.06 0.0382 0.0 412.328 15.769 Vel = 11.97
TRI 0.0 8.249 B 21.297 24.500 56.144
to 150.0 0.0 21.297 10.178
BR1 1184.06 0.0071 0.0 45.797 0.326 Vel = 7.11
BR1 0.0 7.68 E 22.555 82.540 66.648
to 150.0 0.0 22.555 1.516
BFI 1184.06 0.0101 0.0 105.095 1.059 Vel = 8.20
BF1 0.0 8.27 4E 113.872 12.000 69.223
to 140.0 Zit 0.0 113.872 8.582 * * Fixed Loss = 8.582
BF2 1184.06 0.0080 0.0 125.872 1.005 Vel = 7.07
BF2 0.0 7.68 T 43.857 44.040 78.810
to 150.0 0.0 43.857 0.0
UG1 1184.06 0.0101 0.0 87.897 0.885 Vel = 8.20
UGI 0.0 9.42 F 12.305 273.420 79.695
to 150.0 2T 111.863 129.761 -1.299
TEST 1184.06 0.0037 G 5.593 403.181 1.503 Vel = 5.45
250.00 Qa = 250.00
1434.06 79.899 K Factor = 160.43
2 -75.77 2.157 0.0 8.000 15.366
to 120.0 0.0 0.0 0.0
102 -75.77 -0.0458 0.0 8.000 -0.366 Vel = 6.65
102 97.59 2.157 0.0 8.000 15.000 K Factor = 25.20
to 120.0 0.0 0.0 0.0
103 21.82 0.0046 0.0 8.000 0.037 Vel = 1.92
103 97.72 2.157 0.0 8.000 15.037 K Factor = 25.20
to 120.0 0.0 0.0 0.0
104 119.54 0.1061 0.0 8.000 0.849 Vel = 10.50
104 100.44 2.157 T 12.307 29.000 15.886 K Factor = 25.20
to 120.0 0.0 12.307 0.0
105 219.98 0.3283 0.0 41.307 13.560 Vel = 19.31
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 6
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
105 0.0 2.157 T 12.307 3.000 29.446
to 120.0 0.0 12.307 1.299
106 219.98 0.3283 0.0 15.307 5.025 Vel = 19.31
106 0.0 6.357 0.0 10.000 35.770
to 120.0 0.0 0.0 0.0
107 219.98 0.0017 0.0 10.000 0.017 Vel = 2.22
107 220.05 6.357 0.0 10.000 35.787
to 120.0 0.0 0.0 0.0
108 440.03 0.0061 0.0 10.000 0.061 Vel = 4.45
108 220.29 6.357 0.0 10.000 35.848
to 120.0 0.0 0.0 0.0
109 660.32 0.0130 0.0 10.000 0.130 Vel = 6.67
109 -51.37 6.357 0.0 11.500 35.978
to 120.0 0.0 0.0 0.0
110 608.95 0.0112 0.0 11.500 0.129 Vel = 6.16
110 -46.86 6.357 0.0 11.500 36.107
to 120.0 0.0 0.0 0.0
111 562.09 0.0097 0.0 11.500 0.111 Vel = 5.68
111 -45.27 6.357 0.0 11.500 36.218
to 120.0 0.0 0.0 0.0
112 516.82 0.0082 0.0 11.500 0.094 Vel = 5.22
112 -43.89 6.357 0.0 11.500 36.312
to 120.0 0.0 0.0 0.0
113 472.93 0.0070 0.0 11.500 0.081 Vel = 4.78
113 -42.67 6.357 0.0 11.500 36.393
to 120.0 0.0 0.0 0.0
114 430.26 0.0059 0.0 11.500 0.068 Vel = 4.35
114 -41.64 6.357 0.0 11.500 36.461
to 120.0 0.0 0.0 0.0
115 388.62 0.0049 0.0 11.500 0.056 Vel = 3.93
115 40.75 6.357 0.0 11.500 36.517
to 120.0 0.0 0.0 0.0
116 347.87 0.0039 0.0 11.500 0.045 Vel = 3.52
116 -40.03 6.357 0.0 11.500 36.562
to 120.0 0.0 0.0 0.0
117 307.84 0.0032 0.0 11.500 0.037 Vel = 3.11
117 -39.44 6.357 0.0 11.500 36.599
to 120.0 0.0 0.0 0.0
118 268.4 0.0024 0.0 11.500 0.028 Vel = 2.71
118 -38.97 6.357 0.0 11.500 36.627
to 120.0 0.0 0.0 0.0
119 229.43 0.0018 0.0 11.500 0.021 Vel = 2.32
119 -38.63 6.357 0.0 11.500 36.648
to 120.0 0.0 0.0 0.0
120 190.8 0.0013 0.0 11.500 0.015 Vel = 1.93
120 -38.37 6.357 0.0 11.500 36.663
to 120.0 0.0 0.0 0.0
122 152.43 0.0009 0.0 11.500 0.010 Vel = 1.54
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 7
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "CI' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
122 -38.21 6.357 0.0 12.000 36.673
to 120.0 0.0 0.0 0.0
123 114.22 0.0005 0.0 12.000 0.006 Vel= 1.15
123 -38.11 6.357 0.0 12.000 36.679
to 120.0 0.0 0.0 0.0
124 76.11 0.0002 0.0 12.000 0.003 Vel = 0.77
124 -38.06 6.357 0.0 12.000 36.682
to 120.0 0.0 0.0 0.0
125 38.05 0.0001 0.0 12.000 0.001 Vel = 0.38
0.0
38.05 36.683 K Factor= 6.28
130 38.05 6.357 0.0 12.000 39.132
to 120.0 0.0 0.0 0.0
131 38.05 0.0 0.0 12.000 0.0 Vel = 0.38
131 38.06 6.357 0.0 12.000 39.132
to 120.0 0.0 0.0 0.0
132 76.11 0.0002 0.0 12.000 0.003 Vel = 0.77
132 38.11 6.357 0.0 12.000 39.135
to 120.0 0.0 0.0 0.0
133 114.22 0.0005 0.0 12.000 0.006 Vel= 1.15
133 38.21 6.357 0.0 11.500 39.141
to 120.0 0.0 0.0 0.0
135 152.43 0.0009 0.0 11.500 0.010 Vel = 1.54
135 38.37 6.357 0.0 11.500 39.151
to 120.0 0.0 0.0 0.0
136 190.8 0.0013 0.0 11.500 0.015 Vel = 1.93
136 38.63 6.357 0.0 11.500 39.166
to 120.0 0.0 0.0 0.0
137 229.43 0.0019 0.0 11.500 0.022 Vel = 2.32
137 38.97 6.357 0.0 11.500 39.188
to 120.0 0.0 0.0 0.0
138 268.4 0.0024 0.0 11.500 0.028 Vel = 2.71
138 39.44 6.357 0.0 11.500 39.216
to 120.0 0.0 0.0 0.0
139 307.84 0.0031 0.0 11.500 0.036 Vel = 3.11
139 40.03 6.357 0.0 11.500 39.252
to 120.0 0.0 0.0 0.0
140 347.87 0.0040 0.0 11.500 0.046 Vel = 3.52
140 40.75 6.357 0.0 11.500 39.298
to 120.0 0.0 0.0 0.0
141 388.62 0.0049 0.0 11.500 0.056 Vel = 3.93
141 41.64 6.357 0.0 11.500 39.354
to 120.0 0.0 0.0 0.0
142 430.26 0.0058 0.0 11.500 0.067 Vel = 4.35
142 42.67 6.357 0.0 11.500 39.421
to 120.0 0.0 0.0 0.0
143 472.93 0.0070 0.0 11.500 0.081 Vel = 4.78
143 43.89 6.357 0.0 11.500 39.502
to 120.0 0.0 0.0 0.0
144 516.82 0.0083 0.0 11.500 0.095 Vel = 5.22
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 8
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
144 45.27 6.357 0.0 11.500 39.597
to 120.0 0.0 0.0 0.0
145 562.09 0.0097 0.0 11.500 0.111 Vel = 5.68
145 46.86 6.357 2E 35.205 12.000 39.708
to 120.0 0.0 35.205 0.0
146 608.95 0.0112 0.0 47.205 0.527 Vel = 6.16
146 51.37 6.357 0.0 10.000 40.235
to 120.0 0.0 0.0 0.0
147 660.32 0.0130 0.0 10.000 0.130 Vel = 6.67
147 174.61 6.357 0.0 0.500 40.365
to 120.0 0.0 0.0 0.0
101 834.93 0.0200 0.0 0.500 0.010 Vel = 8.44
0.0
834.93 40.375 K Factor = 131.40
107 -220.05 2.157 T 12.307 3.000 35.787
to 120.0 0.0 12.307 -1.299
148 -220.05 -0.3285 0.0 15.307 -5.028 Vel = 19.32
148 0.0 2.157 T 12.307 29.000 29.460
to 120.0 0.0 12.307 0.0
149 -220.05 -0.3284 0.0 41.307 -13.567 Vel = 19.32
149 100.47 2.157 0.0 8.000 15.893 K Factor = 25.20
to 120.0 0.0 0.0 0.0
150 -119.58 -0.1062 0.0 8.000 -0.850 Vel= 10.50
150 97.73 2.157 0.0 8.000 15.043 K Factor = 25.20
to 120.0 0.0 0.0 0.0
151 -21.85 -0.0046 0.0 8.000 -0.037 Vel = 1.92
151 97.62 2.157 0.0 8.000 15.006 K Factor = 25.20
to 120.0 0.0 0.0 0.0
152 75.77 0.0458 0.0 8.000 0.366 Vel = 6.65
152 98.81 2.157 0.0 8.000 15.372 K Factor = 25.20
to 120.0 0.0 0.0 0.0
153 174.58 0.2140 0.0 8.000 1.712 Vel = 15.33
153 0.0 2.157 0.0 8.000 17.084
to 120.0 0.0 0.0 0.0
154 174.58 0.2140 0.0 8.000 1.712 Vel= 15.33
154 0.0 2.157 T 12.307 66.960 18.796
to 120.0 0.0 12.307 0.0
155 174.58 0.2140 0.0 79.267 16.966 Vel = 15.33
155 0.0 2.157 T 12.307 3.000 35.762
to 120.0 0.0 12.307 1.299
100 174.58 0.2140 0.0 15.307 3.276 Vel = 15.33
0.0
174.58 40.337 K Factor = 27.49
108 -220.29 2.157 T 12.307 3.000 35.848
to 120.0 0.0 12.307 -1.299
156 -220.29 -0.3291 0.0 15.307 -5.038 Vel = 19.34
156 0.0 2.157 T 12.307 29.000 29.511
to 120.0 0.0 12.307 0.0
157 -220.29 -0.3291 0.0 41.307 -13.595 Vel = 19.34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 9
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
157 100.53 2.157 0.0 8.000 15.916 K Factor = 25.20
to 120.0 0.0 0.0 0.0
158 -119.76 -0.1065 0.0 8.000 -0.852 Vel = 10.51
158 97.81 2.157 0.0 8.000 15.064 K Factor = 25.20
to 120.0 0.0 0.0 0.0
159 -21.95 -0.0046 0.0 8.000 -0.037 Vel = 1.93
159 97.69 2.157 0.0 8.000 15.027 K Factor = 25.20
to 120.0 0.0 0.0 0.0
160 75.74 0.0456 0.0 8.000 0.365 Vel = 6.65
160 98.86 2.157 0.0 8.000 15.392 K Factor = 25.20
to 120.0 0.0 0.0 0.0
161 174.6 0.2141 0.0 8.000 1.713 Vel = 15.33
161 0.0 2.157 0.0 8.000 17.105
to 120.0 0.0 0.0 0.0
162 174.6 0.2141 0.0 8.000 1.713 Vel = 15.33
162 0.0 2.157 1 12.307 66.960 18.818
to 120.0 0.0 12.307 0.0
163 174.6 0.2141 0.0 79.267 16.970 Vel = 15.33
163 0.0 2.157 1 12.307 3.000 35.788
to 120.0 0.0 12.307 1.299
147 174.6 0.2142 0.0 15.307 3.278 Vel = 15.33
0.0
174.60 40.365 K Factor = 27.48
109 51.37 2.157 1 12.307 3.000 35.978
to 120.0 0.0 12.307 -1.299
164 51.37 0.0223 0.0 15.307 0.341 Vel = 4.51
164 0.0 2.157 2T 24.613 135.960 35.020
to 120.0 0.0 24.613 0.0
165 51.37 0.0223 0.0 160.573 3.575 Vel = 4.51
165 0.0 2.157 1 12.307 3.000 38.595
to 120.0 0.0 12.307 1.299
146 51.37 0.0223 0.0 15.307 0.341 Vel = 4.51
0.0
51.37 40.235 K Factor = 8.10
110 46.86 2.157 T 12.307 3.000 36.107
to 120.0 0.0 12.307 -1.299
166 46.86 0.0187 0.0 15.307 0.287 Vel = 4.11
166 0.0 2.157 21 24.613 136.460 35.095
to 120.0 0.0 24.613 0.0
167 46.86 0.0188 0.0 161.073 3.026 Vel= 4.11
167 0.0 2.157 T 12.307 3.000 38.121
to 120.0 0.0 12.307 1.299
145 46.86 0.0188 0.0 15.307 0.288 Vel = 4.11
0.0
46.86 39.708 K Factor = 7.44
111 45.28 2.157 T 12.307 3.000 36.218
to 120.0 0.0 12.307 -1.299
168 45.28 0.0176 0.0 15.307 0.269 Vel = 3.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 10
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
168 0.0 2.157 21 24.613 136.460 35.188
to 120.0 0.0 24.613 0.0
169 45.28 0.0176 0.0 161.073 2.840 Vel = 3.98
169 0.0 2.157 1 12.307 3.000 38.028
to 120.0 0.0 12.307 1.299
144 45.28 0.0176 0.0 15.307 0.270 Vel = 3.98
0.0
45.28 39.597 K Factor = 7.20
112 43.89 2.157 T 12.307 3.000 36.312
to 120.0 0.0 12.307 -1.299
170 43.89 0.0167 0.0 15.307 0.255 Vel = 3.85
170 0.0 2.157 2T 24.613 136.460 35.268
to 120.0 0.0 24.613 0.0
171 43.89 0.0166 0.0 161.073 2.680 Vel = 3.85
171 0.0 2.157 T 12.307 3.000 37.948
to 120.0 0.0 12.307 1.299
143 43.89 0.0167 0.0 15.307 0.255 Vel = 3.85
0.0
43.89 39.502 K Factor = 6.98
113 42.67 2.157 T 12.307 3.000 36.393
to 120.0 0.0 12.307 -1.299
172 42.67 0.0158 0.0 15.307 0.242 Vel = 3.75
172 0.0 2.157 2T 24.613 136.460 35.336
to 120.0 0.0 24.613 0.0
173 42.67 0.0158 0.0 161.073 2.544 Vel = 3.75
173 0.0 2.157 T 12.307 3.000 37.880
to 120.0 0.0 12.307 1.299
142 42.67 0.0158 0.0 15.307 0.242 Vel = 3.75
0.0
42.67 39.421 K Factor = 6.80
114 41.63 2.157 T 12.307 3.000 36.461
to 120.0 0.0 12.307 -1.299
174 41.63 0.0150 0.0 15.307 0.230 Vel = 3.66
174 0.0 2.157 21 24.613 136.460 35.392
to 120.0 0.0 24.613 0.0
175 41.63 0.0151 0.0 161.073 2.431 Vet = 3.66
175 0.0 2.157 T 12.307 3.000 37.823
to 120.0 0.0 12.307 1.299
141 41.63 0.0152 0.0 15.307 0.232 Vel = 3.66
0.0
41.63 39.354 K Factor = 6.64
115 40.75 2.157 T 12.307 3.000 36.517
to 120.0 0.0 12.307 -1.299
176 40.75 0.0144 0.0 15.307 0.221 Vel = 3.58
176 0.0 2.157 2T 24.613 136.460 35.439
to 120.0 0.0 24.613 0.0
177 40.75 0.0145 0.0 161.073 2.337 Vet = 3.58
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 11
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
177 0.0 2.157 1 12.307 3.000 37.776
to 120.0 0.0 12.307 1.299
140 40.75 0.0146 0.0 15.307 0.223 Vel = 3.58
0.0
40.75 39.298 K Factor = 6.50
116 40.03 2.157 1 12.307 3.000 36.562
to 120.0 0.0 12.307 -1.299
178 40.03 0.0140 0.0 15.307 0.215 Vel = 3.51
178 0.0 2.157 21 24.613 136.460 35.478
to 120.0 0.0 24.613 0.0
179 40.03 0.0140 0.0 161.073 2.260 Vel = 3.51
179 0.0 2.157 T 12.307 3.000 37.738
to 120.0 0.0 12.307 1.299
139 40.03 0.0140 0.0 15.307 0.215 Vel = 3.51
0.0
40.03 39.252 K Factor = 6.39
117 39.44 2.157 1 12.307 3.000 36.599
to 120.0 0.0 12.307 -1.299
180 39.44 0.0136 0.0 15.307 0.208 Vel = 3.46
180 0.0 2.157 21 24.613 136.460 35.508
to 120.0 0.0 24.613 0.0
181 39.44 0.0137 0.0 161.073 2.199 Vel= 3.46
181 0.0 2.157 1 12.307 3.000 37.707
to 120.0 0.0 12.307 1.299
138 39.44 0.0137 0.0 15.307 0.210 Vel = 3.46
0.0
39.44 39.216 K Factor = 6.30
118 38.97 2.157 T 12.307 3.000 36.627
to 120.0 0.0 12.307 -1.299
182 38.97 0.0133 0.0 15.307 0.204 Vel = 3.42
182 0.0 2.157 21 24.613 136.460 35.532
to 120.0 0.0 24.613 0.0
183 38.97 0.0134 0.0 161.073 2.152 Vel = 3.42
183 0.0 2.157 T 12.307 3.000 37.684
to 120.0 0.0 12.307 1.299
137 38.97 0.0134 0.0 15.307 0.205 Vel = 3.42
0.0
38.97 39.188 K Factor = 6.23
119 38.63 2.157 T 12.307 3.000 36.648
to 120.0 0.0 12.307 -1.299
184 38.63 0.0131 0.0 15.307 0.201 Vel = 3.39
184 0.0 2.157 2T 24.613 136.460 35.550
to 120.0 0.0 24.613 0.0
185 38.63 0.0131 0.0 161.073 2.116 Vel = 3.39
185 0.0 2.157 T 12.307 3.000 37.666
to 120.0 0.0 12.307 1.299
136 38.63 0.0131 0.0 15.307 0.201 Vel = 3.39
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 12
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. nC' or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
38.63 39.166 KFactor= 6.17
120 38.38 2.157 T 12.307 3.000 36.663
to 120.0 0.0 12.307 -1.299
186 38.38 0.0129 0.0 15.307 0.198 Vel = 3.37
186 0.0 2.157 21 24.613 136.460 35.562
to 120.0 0.0 24.613 0.0
187 38.38 0.0130 0.0 161.073 2.091 Vel = 3.37
187 0.0 2.157 1 12.307 3.000 37.653
to 120.0 0.0 12.307 1.299
135 38.38 0.0130 0.0 15.307 0.199 Vel = 3.37
0.0
38.38 39.151 KFactor= 6.13
122 38.21 2.157 T 12.307 3.000 36.673
to 120.0 0.0 12.307 -1.299
190 38.21 0.0129 0.0 15.307 0.197 Vel = 3.35
190 0.0 2.157 21 24.613 136.460 35.571
to 120.0 0.0 24.613 0.0
191 38.21 0.0129 0.0 161.073 2.074 Vel = 3.35
191 0.0 2.157 T 12.307 3.000 37.645
to 120.0 0.0 12.307 1.299
133 38.21 0.0129 0.0 15.307 0.197 Vel = 3.35
0.0
38.21 39.141 KFactor= 6.11
123 38.11 2.157 T 12.307 3.000 36.679
to 120.0 0.0 12.307 -1.299
192 38.11 0.0128 0.0 15.307 0.196 Vel = 3.35
192 0.0 2.157 2T 24.613 136.460 35.576
to 120.0 0.0 24.613 0.0
193 38.11 0.0128 0.0 161.073 2.064 VeI= 3.35
193 0.0 2.157 T 12.307 3.000 37.640
to 120.0 0.0 12.307 1.299
132 38.11 0.0128 0.0 15.307 0.196 Vel = 3.35
0.0
38.11 39.135 K Factor = 6.09
124 38.06 2.157 T 12.307 3.000 36.682
to 120.0 0.0 12.307 -1.299
194 38.06 0.0127 0.0 15.307 0.195 Vel = 3.34
194 0.0 2.157 2T 24.613 136.460 35.578
to 120.0 0.0 24.613 0.0
195 38.06 0.0128 0.0 161.073 2.060 Vel = 3.34
195 0.0 2.157 1 12.307 3.000 37.638
to 120.0 0.0 12.307 1.299
131 38.06 0.0127 0.0 15.307 0.195 Vel = 3.34
0.0
38.06 39.132 K Factor= 6.08
125 38.05 2.157 T 12.307 3.000 36.683
to 120.0 0.0 12.307 -1.299
196 38.05 0.0127 0.0 15.307 0.195 Vel = 3.34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Titan Fire Protection Inc Page 13
20726 - Atec - Branchlines_FP designWest Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
196 0.0 2.157 2T 24.613 136.460 35.579
to 120.0 0.0 24.613 0.0
197 38.05 0.0128 0.0 161.073 2.058 Vel = 3.34
197 0.0 2.157 T 12.307 3.000 37.637
to 120.0 0.0 12.307 1.299
130 38.05 0.0128 0.0 15.307 0.196 Vel = 3.34
0.0
38.05 39.132 K Factor = 6.08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
PERFORMANCE QUALIFICATION TEST RECORD
Ve1der Name: Bernatdo Rodrigucz Social Security No.: 8316 Qualification to S: ?°' 301
A.ddess: . 17 St. S eiznaclito.CA 924O Date: 9/22/2016 Date Expires: 9/22/19 I ~:5
JVe1frigiPr,cess: GM&W Manual 0 Semiautomatic Machine Short Circuit (GMW) Yes No 0
MATERIAL SPECIFICATION
Group: M21 ASTMAI35 GroupA To: AS'IMA135 GroupA
FILLER METAL
AWS Specification No.: A5.18 AWS Classification. ER705-6 F No.: F6 Diameter
Describe fitter metal (f not covered by AWS specification): ALA
TEST WELDMENT
Diameter and wall thickness (if pipe) otherwise joint thickness: Diameter. 6" OD Thickness of Test Materiafr .250"
GROOVE: Single W" POSITION PIPE 6G Flat 0 Hoñzoninl 0 Overhead 0 VetticalD Upward 0 Downward 0
Backing Nfawaa Yes [] No Consumable lasert Yes [ No S Root Sbie1ding Yes D No 0 Double 0 Single
Electrical Characteiistics: Current DC Shielding Gas: Q/Acgpt Percent 75725% Flow Rate.- 50-55 CFH
Thickness range this qualifies- J25 Ia .2506" 00
TEST RESULTS
LType of Test [NIA Pass Fall
Visual Test Results X
Bend Test Results X
Macro Test Results X
Tension Test Results X
Radiographic Test Results I X
Penetrant Test Results
PROCESS QUALLFIED FOR
GROOVE
Thickness
j_1G I 2G I 3G 4G I SG I 6G I 6GR (I) AIin Max Diameter
Pipe X X X X I X 1 J25" 1 .250- 1 6"
Plate X X
JX
XJ xf .125"
FTTIPT
IF J2F 13F 14FJSF
[1pe X •X X X •X
IPlate XX I X fX IX
- —T-be-above namedpon ir qtiaBfiedfo the-v,ieldinSp ss(drt&rt-witbinthe imiof-eienabkàthdingiitateriali-andfifr—
metal variables of the AWS Stazd4rdfor We4&g Procedure and Peformaizce ,Qrialificatiotz (4 VS B2. 1) 77e, the wthriined certilj that the
statements frr thz:r record are correct and that the zveldr werrpn'pared a,zd testedi,r accordance with the requirements afA'S B2. 1.
Azirboriqd Rrprecentath'e of
DaartEnineering Co.
1598 North f" St
Sam Bemiar&mw, CA 92405
Henry L J*sor
CWI 94010401
OCt EXP. v1a813
~a I tl~.
Date
PERFORMANCE QUALIFICATION TEST RECORD
Name Raul Padilla Id nS
WVW~il
n ooi) Welder X) Operator (
SSN 0146 Qualifica o£-19
Welding Process GMAW Manual ( ) Semi-Automatic (X) Automatic ( ) Machine
Short Circuit (GMAVV) Yes (X) No
Material Group M21 ASTM A135 Group A To ASTM A135 Group A
Filler Metal F No. 6 AWS Classification ER70S-6 Diameter
Position 6G Backing Material No Consumable Insert No Root Shielding No Double ( ) Single (X)
Electrical Characteristics: Current DC Polarity N/A Shielding GasCO2/Argon Percent 75/25% Flow 50-55 CFH
TEST WELDMENT
Thickness of Test Material .250" Diameter 6"
GROOVE: Single 'V" PIPE 6G
TEST RESULTS
Type of Test N/A Pass Fail
Visual Test Results X
Bend Test Results
X
Macro Test Results X
Tension Test Results X
Radiographic Test X
Results
Penetrant Test Results X
PROCESS QUALIFIED FOR:
GROOVE
16 2G 1 36
1
46 SG 66 6GR
Thickness (T)
Min Max Diameter
Pipe X X X X X X .125 .250 6"
Plate X X X X X .125 .250
Rebar
FILLET
IF 2F 3F 4F SF
Pipe X X X X X
Plate X X X X X
Rebar
The above named person is qualtied for the weithngprocess(és,) used in this test within the limits of essential
variables including materials and filler metal variables of/he A WS Standardjr Welthng Procedure and
Performance Qualification 4 WS B2. I)
Henry L Jackson
Date Tested: 04/10/2014 Signed By: / /' cwi 94010401
QCI E.XP 1/1/2015
Job: ALPHATEC - NEW BRANCHLINES #2 11/19/20
Non-Welded & Welded Main Fab Report U All welds are POLs unless noted
Shown Left to Right
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow
24 Quantity: 23 4 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color ORANGE
3/4PD(Up) 3/4 PD 3/4PD(Up)
G H HG
2 GOL40 (Down)
Between I 0-6 3-6 4-6 8-0 7-6
Run I 0-6 4-0 8-6 16-6
24-0
24A Quantity: 1 5 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up) 2 GOL40 (Towards)
H hG
2 GOL40 (Down)
Between 0-6 3-6 4-6 8-0 4-7 2-11
I I
Run 1 0-6 4-0 8-6 16-6 21-1
24-0
25 Quantity: 90 3 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' Blk G-G Color = ORANGE
3/4PD(Up) 3/4PD(Up) 3/4PD(Up)
GU HG
Between 1 06 80 80 7-6
Run 1 0-6 8-6 16-6
24-0
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #2
____
11/19/20
Non-Welded & Welded Main Fab Report C C- U
All welds are POLe unless noted
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow Shown Left to Right
25A Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 2 GOL40 (Towards) 3/4 PD (Up) 3/4 PD (Up)
Gil
17-71
hG
Between 0-6 5-9 2-3 8-0 7-6
Run 0-6 6-3 8-6 16-6
24-0
25B Quantity: 1 4 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 2 GOL40 (Towards) 3/4 PD (Up) 3/4 PD (Up)
Gil C HG
Between 0-6 7-0 1-0 8-0 7-6
Run 0-6 7-6 8-6
24-0
25C Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
G ________
1-1/4 GOL40 (Away)
Between I 0-6 8-0 8-0 7-01/2 0-51/2
Run 0-6 8-6 16-6 23-61/2
24-0
Page 4 Titan Fire Protection, Inc. FIreList2O.27
Job: ALPHATEC - NEW BRANCHLINES #2
____
11/19/20
Non-Welded & Welded Main Fab Report 0
Al welds are POLe unless noted
Up Towards Down Away Towards & Away
Shown Left to Right (BOF): Beginning of Flow
25D Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color ORANGE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
G H ' ______
17-71
G _______
2 GOL40 (Away)
Between 1 0-6 8-0 1-71/2 6-41/2 7-6
Run I 0-6 8-6 10-1 1/2 16-6
24-0
25E Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' Blk G-G Color ORANGE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
Gil
17-7
2 GOL40 (Away)
Between 1 0-6 8-0 6-6 1-6 7-6 I
Run 1 0-6 8-6 15-0 16-6
25F Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color ORANGE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up) 2 GOL40 (Towards)
Gil 0 IH
Between 1 0-6 8-0 8-0 2-5 5-1
Run I 0-6 8-6 16-6 18-11
24-0
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #2 11/19/20
Non-Welded & Welded Main Fab Report LJ
Alt welds are POLe unless noted
Shown Left to Right
Up Towards Dawn Away Towards & Away
(BOF): Beginning of Flow
26 Quantity: 23 2 Outlets
2 x 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 3/4 PD (Up)
Gil HG
Between 1 0-6 8-0 3-6
Run 0-6 8-6
12-0
26A Quantity: 1 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' 81k G-G Color = ORANGE
3/4 PD (Up) 3/4 PD (Up) 2 GOL40 (Towards)
Gil
17-7
hG
Between 1 0-6 8-0 1-0 2-6
Run I 0-6 8-6 9-6
Pipe End Fitting 12-0
Label Qty Size Length Op Size Description Fin Run
Color code = ORANGE Bik Dom Sch 10 A135 GG 24'
27 24 2 1-6 GP
28 Quantity: 1 3 Outlets
2 X 9-5 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up)
Gil hG
2 GOL40 (Down) 1 PD (Down)
Between 1 3-6 4-8 0-9 0-6
Run I 3-6 8-2 8-11
9-5
Page Titan Fire Protection, Inc. FirelJst2.O.27
Job: ALPHATEC - NEW BRANCHLINES #2
____
11/19/20
Non-Welded & Welded Main Fab Report C) II -®
All welds are POLe unless soled
Shown Left to Right
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow
28A Quantity: 2 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up)
Gil
17-71
2 GOL40 (Down) 1 PD (Down)
Between 1 3-6 4-8 3-4 06
Run 3-6 8-2 11-6
12-0
28B Quantity: 1 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color ORANGE
3/4 PD (Up) 1-1/2 PD (Towards)
0 hG
2 GOL40 (Down)
Between 3-6 4-8 3-4 0-6
Run 3-6 8-2 11-6
12-0
28C Quantity: 20 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = ORANGE
3/4 PD (Up) 3/4 PD (Up)
Gil
1771
IhG
2 GOL40 (Down)
Between 1 3-6 4-8 3-4 0-6
Run I 3-6 8-2 11-6 I
Pipe End Fitting 12-0
Label Qty Size Length Op Size Description Fin Run
Color code = ORANGE BIk Dom Sch 40 A135 21'
RN 48 2 3-0 GP
Page Titan Fire Protection, Inc. FlreList2O.27
Job: ALPHATEC - NEW BRANCHLINES #2 11/19/20
Outlet Fab Report
Qty PartNo Size Finish Description
1 A0363191024 2 x 1 1/4 BLK GOL DOM
55 A0363191180 2 x 2 BLK GOL DOM
452 A0363190166 2 x 3/4 BLK POL DOM
3 A0363190240 2 x1 BLK POL DOM
1 A0363190463 2 x 1 1/2 BLK POL DOM
Page Titan Fire Protection, Inc. End of printout FireList2.O.27
Fab Report
Job: ALPHATEC - NEW BRANCHLINES #2
Project Name
ALPHATEC - NEW BRANCHLINES #2
Ship To
1950 CAMINO VIDA ROBLE
CARLSBAD, CA 92008 US
Ship Via
Company Name
Titan Fire Protection, Inc.
Customer Name
Scott / Tern
Customer Phone number
(760) 295-3436
Lister Name & Phone number
Larry Linder (951) 674-6959
Shop Location Salesman Code
Date Required on site Corona, CA
P0 Number
* Quote Only
Extra Information
**BRANCHLINES & R.N.'S ONLY FOR SYSTEM #2
11-19-20
Page 1 Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #2 11/19/20
Branchilne Fab Report
Pipe End Fitting
Label Qty Size Length Op Size Description Fin Run
Color code = ORANGE BIk Dom Sch 40 A135 21'
ARMS 1 1-1/2 X 1 -3 IT 1-1/2 x ELL RED Dl B
Page 2 Titan Fire Protection, Inc. FireList2O.27
Fab Report
Job: ALPHATEC - NEW BRANCHLINES #1
Project Name
ALPHATEC - NEW BRANCHLINES #1
Ship To
1950 CAMINO VIDA ROBLE
CARLSBAD, CA 92008 us
Ship Via
Company Name
Titan Fire Protection, Inc.
Customer Name
Scott I Tern
Customer Phone number
(760) 295-3436
Lister Name & Phone number
Larry Linder (951) 674-6959
Shop Location Salesman Code
Date Required on site Corona, CA
P0 Number
* Quote Only
Extra Information
**BRANCHLINES & R.N.'S ONLY FOR SYSTEM 01
11-17-20
Page 1 Titan Fire Protection, Inc. FireList 20.27
Job: ALPHATEC - NEW BRANCHLINES #1 11/18/20
Branchline Fab Report
Pipe End Fitting
Label Qty Size Length Op Size Description Fin Run
Color code = GREEN Bilk Dom Sch 40 A135 21'
ARMS 6 1-1/2 X 1-3 U 1-1/2x1 ELL RED DI B
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1 11/18/20
Non-Welded & Welded Main Fab Report -
All welds are POLo unless soled
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow Shown Left to Right
13 Quantity: 1 4 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up) 2 GOL40 (Up) 1 PD (Up) 1 PD (Up)
G H IH
Between 0-6 7-8 0-4 8-0 7-6
Run 0-6 8-2 8-6 16-6
24-0
13A Quantity: 2 4 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up) 2 GOL4O (Up) 1 PD (Up) 1 PD (Up)
G H I
Between 0-6 5-01/2 2-11 1/2 8-0 7-6
Run 0-6 5-61/2 8-6 16-6
24-0
13B Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1-1/2 PD (Up) 2 GOL40 (Towards) 1-1/2 PD (Up) 1-1/2 PD (Up)
GI C)
Between I 0-6 5-01/2 2-111/2 8-0 7-6
Run 0-6 5-61/2 8-6 16-6
24-0
Page Titan Fire Protection, Inc. FireUst2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1
____
11118/20
Non-Welded & Welded Main Fab Report U
All welds are POLo unless noted
Shown Left to Right
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow
13C Quantity: 1 4 Outlets
2 X 17-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up) 1 PD (Up) 2 GOL40 (Up) 1 PD (Up)
Gil
Between I 0-6 8-0 5-01/2 2-111/2 0-6
Run 1 0-6 8-6 13-61/2 16-6
17-0
13D Quantity: 1 4 Outlets
2 x 24-0 Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
Gil HG
2 GOL40 (Down)
Between 0-6 5-01/2 2-111/2 8-0 7-6
I I
Run I 0-6 5-61/2 8-6 16-6
24-0
14 Quantity: 1 1 Outlet
2 X 1-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up)
Gil hG
Between I 0-6 0-6
Run 0-6
1-0
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1
____
11/18/20
Non-Welded & Welded Main Fab Report C
All welds are POLa unless noted
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow Shown Left to Right
14A Quantity: 1 3 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' Blk G-G Color GREEN
1 PD (Up) 1 PD (Up) 1 PD (Up)
G H 17-1
11
Between 1 7-6 8-0 8-0 0-6
Run 1 7-6 15-6 23-6
24-0
14B Quantity: 2 3 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color GREEN
1 PD (Up) • 1 PD (Up) 1 PD (Up)
GU fl
Between 1 06 8-0 8-0 7-6
Run 1 0-6 8-6 16-6
24-0
14C Quantity: 1 3 Outlets
2 x 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1-1/2 PD (Up) 1-1/2 PD (Up) 1-1/2 PD (Up)
G G
Between 1 0-6 8-0 8-0 7-6
Run I 0-6 8-6 16-6
24-0
Page Titan Fire Protection, Inc. FireList2O.27
Job: ALPHATEC - NEW BRANCHLINES #1 11/18/20
Non-Welded & Welded Main Fab Report
All welds are POLo unless soled
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow Shown Left to Right
14D Quantity: 1 3 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up) 1 PD (Up) 1 PD (Up)
G G
Between 1 7-6 8-0 8-0 0-6
Run 1 7-6 15-6 23-6
24-0
14E Quantity: 1 3 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
3/4 PD (Up) 3/4 PD (Up)
IH
1 PD (Down)
Between 0-6 8-0 8-0 7-6
Run J 0-6 8-6 16-6
24-0
15 Quantity: 12 3 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (Up) 1 PD (Up) 1 PD (Up)
GI
Between I 0-6 8-0 8-0 7-6
Run I 0-6 8-6 16-6
24-0
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1 11(18/20
Non-Welded & Welded Main Fab Report ( LI
All welds are POLa unless soled
Shown Left to Right
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow
16 Quantity: 2 2 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
1 PD (up) 1 PD (up)
Gil 1k
Between 0-6 8-0 3-6
Run 0-6 8-6
12-0
16A Quantity: 2 2 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = GREEN
3/4 PD (Up) 3/4 PD (Up)
Gil (fG
Between 0-6 8-0 3-6
Run 0-6
Pipe End Fitting 12-0
Label Qty Size Length Op Size Description Fin Run
Color code = GREEN BIk Dom Sch 10 A135 GG 24'
17 4 2 1-6 GP
18 Quantity: 2 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' Blk G-G Color GREEN
1 PD (Up) 2 GOL40 (Up) 1 PD (Up)
Gil
17-1
hG
Between I 3-6 5-0 3-0 0-6
Run I 3-6 8-6 11-6
12-0
Page Titan Fire Protection, Inc. FtreList2O.27
Job: ALPHATEC - NEW BRANCHLINES #1
____
11/18/20
Non-Welded & Welded Main Fab Report U
All welds are POLo unless noted
Shown Left to Right Up Towards Down Away Towards & Away
(BOF): Beginning of Flow
18A Quantity: 2 3 Outlets
2 x 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color GREEN
3/4 PD (Up) 3/4 PD (Up)
Gil LJ HG
2 GOL40 (Down)
Between I 3-6 5-0 3-0 0-6
Run I 3-6 8-6 11-6
Pipe End Fitting 12-0
Label Oty Size Length Op Size Description Fin Run
Color code = GREEN BIk Dom Sch 40 A135 21'
RN 10 2 3-0 GP
19 Quantity: 18 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = WHITE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
G H
2 GOL40 (Down)
Between I 0-6 4-61/2 3-51/2 8-0 7-6
Run 0-6 5-01/2 8-6 16-6
24-0
20 Quantity: 65 3 Outlets
2 x 24-0 : Dam Sch 10 A135 GG 24' BIk G-G Color = WHITE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
Gil H G
Between I 0-6 8-0 8-0 7-6
Run 0-6 8-6 16-6
24-0
Page Titan Fire Protection, Inc. FireUst2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1
____
11/18/20
- - Non-Welded & Welded Main Fab Report r—1 c) II i) C
All welds are POLO unless soled
Up Towards Down Away Towards & Away
(BOF): Beginning of Flow Shown Left to Right
20A Quantity: 1 4 Outlets
2 X 24-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = WHITE
3/4 PD (Up) 3/4 PD (Up) 3/4 PD (Up)
771 r_1 G fiG
2 GOL40 (Away)
Between 1 0-6 8-0 8-0 1-0 6-6
Run I 0-6 8-6 16-6 17-6 I
Pipe End Fitting 24-0
Label Qty Size Length Op Size Description Fin Run
Color code = WHITE Bik Dom Sch 10 A135 GG 24'
20B 1 2 2-0 GG
21 Quantity: 16 2 Outlets
2 x 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = WHITE
3/4 PD (Up) 3/4 PD (Up)
Gil
17-71 17-1
Between 0-6 8-0 3-6
Run 0-6 8-6
Pipe End Fitting 12-0
Label Qty Size Length Op Size Description Fin Run
Color code = WHITE Bik Dom Sch 10 A135 GG 24'
22 16 2 1-6 GP
23 Quantity: 16 3 Outlets
2 X 12-0 : Dom Sch 10 A135 GG 24' BIk G-G Color = WHITE
3/4 PD (Up) 3/4 PD (Up)
Gil hG
2 GOL40 (Down)
Between I 3-6 5-0 3-0 0-6
Run I 3-6 8-6 11-6
12-0
Page Titan Fire Protection, Inc. FireList2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1 11/18/20 77 Non-Welded & Welded Main Fab Report ©
All welds are POLs unless noted
(BOF): Beginning of Flow Shown Left to Right
Up Towards Down Away Towards& Away
Pipe End Fitting
Label Qty Size Length Op Size Description Fin Run
Color code = WHITE BIk Dom Sch 40 A135 21'
RN 35 2 3-0 GP
Page 10 Titan Fire Protection, Inc. FureLlst2.O.27
Job: ALPHATEC - NEW BRANCHLINES #1 11/18/20
Outlet Fab Report
Qty PartNo Size Finish Description
45 A0363191180 2 x2 BLK GOL DOM
329 A0363190166 2 x 3/4 BLK POL DOM
70 A0363190240 2 x1 BLK POL DOM
6 A0363190463 2 x 1 1/2 BLK POL DOM
Page 11 Titan Fire Protection, Inc. End of printout FIreList2.O.27
EPC2cY2-D -0
VIKING FABRICATION SERVICES
6480 BOX SPRINGS BLVD
Your Company Address 2
RIVERSIDE, CA 92507
951-656-3111
J13
Job Name : ALPHATEC BRANCHLINES S3
Customer : TITAN FIRE Customer ID : 250046
P.O. : 20726 Number of Heads
Job Number : 6117892 Area : BRANCHLINES S3
Contract No. : Listed By : BM
List Number : 3691 Stocklist Date : 11/11/20
J3j
Ship To : Ship Date:
Ship Via :
Date Entered - 11/06/2020
Number of Main Pieces -161
Number of Outlets -433
Number of Line Pieces -0
Warehouse ID -02
Branch Code - BM
Material Picksheet Page 1
JOB NUMBER: 6117892 CONTRACT NO : LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
PIPE
0 1806 1806 FT 2 X 21 DOM BLK SCH 10 DA1021GB-0200
0 1113 1113 FT 2 X 21 FGN BLK SCH 10 IA1021PB-0200
GROOV-O-LETS
0 55 55 EA 2 X 2 WELD GRV POL GR40-02000200
WELD-0-LETS
0 378 378 EA 2 X 3/4 WELD POL SL022
Material Picksheet Page 2
JOB NUMBER: 6117892 CONTRACT NO LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY :BM
LOCATION AREA : BRANCHLINES S3
SPEC. INST.
PIPE
0 147 147 FT 2 X 21 FGN BLK SCH 40 A135 IA4021PB-0200
MakerOn Stock List
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 1
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
[1
~nrr ;J399 /-
BRANCH LINE RN FGN BLK SCH 40 COLOR: RED
35 2" 31-0" GP 2 NO FITTING
13 2" 31-0" GP 2 NO FITTING
I!
NIPPLE MAKE-ON LIST Page 1
JOB NUMBER : 6117892 CONTRACT NO LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY :BM
LOCATION AREA : BRANCHLINES S3
SPEC. INST.
TIIJi JLoJ. I
2" 48
Pipe Summary 3 Page 1
JOB NUMBER: 6117892 CONTRACT NO : LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
I IJX ¶LP j
FGN BLK SCH 40
2" 42 7 @ 21.00 0 @ 21.00 147.00 144.00 0.00
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 1
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
MAIN I.D.QUAN. PIPE DESCRIPTION
01 2 2 FGN BLK SCH 10
ARROW: DOWN
IIII0 IIUD I0I II DIV 1111010 11111II
G ----
I 1101 UII 0011110110 11III
01-0"
I11 1010 UlI U UI
(0-9)
X ---- 01-9" 2 x 3/4 WELD P.O.L. @ A
( 4-11/2 )
X ---- 4'-10 1/2" 2 x 2 WELD GR. P.O.L. @ C
( 4-11/2 )
X ---- 91-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 171-0" 2 x 3/4 WELD P.O.L. @ A
(4-0)
G ---- 21'-0"
LENGTH EP COLOR
21'-O" GG RED
HydraSCAN-V
1101 DlI lVl DIV lI0 IIV 11110IV IID 110 II
TOTAL NUMBER OF WELDS: 8
MAIN I.D. QUAN. PIPE DESCRIPTION
01A 17 2 FGN BLK SCH 10
ARROW: DOWN
LENGTH EP COLOR
211-0" GG RED
HydraSCAN-V
11101 0II II Il lI 1111 VI II lID II
G ---- 01-0"
x ---- 01-6"
x ---- 4'-10 1/2"
x ---- 91-011
x ---- 171-0"
G ---- 211-0"
( 0-6 )
2 x 3/4 WELD P.O.L. © A
( 4-41/2 )
2 x 2 WELD GR. P.O.L. @ C
( 4-11/2 )
2 x 3/4 WELD P.O.L. @ A
( 8-0 )
2 x 3/4 WELD P.O.L. @ A
( 4-0 )
TOTAL NUMBER OF WELDS: 68
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C1
Pipe Sketches With Welds Page 2
JOB NUMBER: 6117892 CONTRACT NO: LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
01B 1 2 FGN BLK SCH 10 191-8" GG RED
ARROW: DOWN
11001 IIIUO IOI IV IIlI IV IV lID DOI I 1101110 IHUO IV lIIVII IVIV IV 1110101 I II 1101 DIII DVI IVV IIV
HydraSCAN-V
IID UI DlO IIV lID II
G ---- 01-0"
(0-6)
X ---- 01-6" 2 x 3/4 WELD P.O.L. @ A
( 3-01/2 )
X ---- 3'-6 1/2" 2 x 2 WELD GR. P.O.L. @ C
( 4-11/2 )
X ---- 71-8" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 151-8" 2 x 3/4 WELD P.O.L. @ A
(4-0)
G ---- 191 811
TOTAL NUMBER OF WELDs: 4
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
01C 4 2 FGN BLK SCH 10 201-6" GG RED
ARROW: DOWN
UI III DI V IVl IV IIII 1010 IIIIVI VIV 1101 UI III VIOl V 11110 V II IV III Ul I II III DIV III ft II
HydraSCAN-V
II III II lID II
G ----
01-011
(0-6)
X ---- 01-6" 2 x 3/4 WELD P.O.L. © A
( 3-101/2 )
X ---- 4'-4 1/2" 2 x 2 WELD GR. P.O.L. © C
( 4-11/2 )
X ---- 8'-6" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 161-6" 2 x 3/4 WELD P.O.L. © A
(4-0)
G ---- 201-6"
TOTAL NUMBER OF WELDs: 16
1A
D / B
C1
CROSS SECTION © 0-0 SHOWING FTG LOCATIONS
Pipe Sketches With Welds Page 3
JOB NUMBER: 6117892 CONTRACT NO : LIST NO : 3691 DATE: 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
06 11 2 FGN BLK SCH 10 161-0" GG RED
ARROW: DOWN
lIVID llI DID IDI II IDII DID IV llD lID IIIV IV IIHI DID IIDII I DID IIU 101 IDID II I II
HydraSCAN-V
IlI OIU 101010 IID IID III DID IID lID Ul
G ---- 01-0"
(4-0)
X ---- 41-0 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
(4-0)
G ---- 161-0"
TOTAL NUMBER OF WELDs: 22
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
07A 1 2 FGN BLK SCH 10 51-8" GP RED
ARROW: DOWN
IID lII V lID IVI IV 111111 1111111111 IN 111111111111111111111111111111111111111111111111111111111111111111111111111111 UIOI
HydraSCAN-V
101 U II Il Ill Dl II lID UI
G ---- 01-0"
(0-6)
X ---- 01-6" 2 x 2 WELD GR. P.O.L. @ C
( 0-71/2 )
X ---- V-i 1/2 2 x 3/4 WELD P.O.L. @ A
( 4-61/2 ) P ---- 51-8 11
TOTAL NUMBER OF WELDs: 2
1A
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C1
Pipe Sketches With Welds Page 4
JOB NUMBER: 6117892 CONTRACT NO: LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
08 11 2 FGN BLK SCH 10 101-6" GG RED
ARROW: DOWN
IID 111111111111111 IN 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 III II II I
HydraSCAN-V
II IlU VI II II Il
G ---- 01-0"
(2-0)
X ---- 21 011 2 x 3/4 WELD P.O.L. @ A
X ---- 31-1" 2 x 2 WELD GR. P.O.L. @ C
( 6-11 )
X ---- 101-011 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 101-6"
TOTAL NUMBER OF WELDs: 33
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
09 4 2 FGN BLK SCH 10 51-6" GG BLUE
ARROW: DOWN
IIV IIII DIV IVl lU III 10101111 L 1101 llIHDI DOII I IlUl IIV IU I II 1101 II I II II
HydraSCAN-V
IlU VI II 110 II
G ---- 0I011
(2-0)
X ---- 21-0" 2 x 3/4 WELD P.O.L. @ A
( 0-71/2 )
X ---- 2'-7 1/2 2 x 2 WELD GR. P.O.L. @ C
( 2-101/2 )
G ---- 51-6"
TOTAL NUMBER OF WELDs: 8
1A
D / B
C1
CROSS SECTION @ 0-0 SHOWING FIG LOCATIONS
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 5
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
09A 4 2 FGN BLK SCH 10 181-6" GG BLUE
ARROW: DOWN
HydraSCAN-V
G ---- O'-O"
( 2-0 )
X ---- 21-0" 2 x 3/4 WELD P.O.L. © A
( 0-71/2 )
X ---- 2'-7 1/21! 2 x 2 WELD GR. P.O.L. @ C
( 7-41/2 )
X ---- 101-0" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 181-0" 2 x 3/4 WELD P.O.L. © A
(0-6)
G ---- 181-6 11
TOTAL NUMBER OF WELDs: 16
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
09B 4 2 FGN BLK SCH 10 101-6" GG BLUE
ARROW: DOWN
HydraSCAN-V
1111111111111111111111 IN 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 100 II0 Il0 III 0ID II0 lID II
G ---- 01-0"
(2-0)
X ---- 2'-0" 2 x 3/4 WELD P.O.L. © A
( 0-71/2 )
X ---- 2'-7 1/2" 2 x 2 WELD GR. P.O.L. © C
( 7-41/2 ) X ---- 103-0" 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 10'-6"
TOTAL NUMBER OF WELDs: 12
D / B CROSS SECTION © 0-0 SHOWING FTG LOCATIONS
C'
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION
10 4 2 FGN BLK SCH 10
ARROW: DOWN
IIDlI 0 IIlD lDI II
G ----
ID IllD IV IIH IIIlMI V 1011101 II DIV IV
01-011
110 III IIIl DIV III II
(4-6)
X ---- 41 61I 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-6 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 201-6 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 211-011
Page 6
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
LENGTH EP COLOR
211-0 GG BLUE
HydraSCAN-V
IlDI DII IVU OlD IIV IIV III VIV IID IIII
TOTAL NUMBER OF WELDS: 12
1A
D '
/ B CROSS SECTION @ 0-0 SHOWING FIG LOCATIONS
C
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 7
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
MAIN I.D. QUAN. PIPE DESCRIPTION
02.1 1 2 DOM BLK SCH 10
ARROW: DOWN
IIIIH II0l U01 Il
G ----
III IIIlI0Il0l0 10 lIO liD IIUO UO III
01-0"
IIl IV UO 1110 101 I U
( 1-111/2 )
X ---- i'-il 1/2" 2 x 2 WELD GR. P.O.L. @ B
( 2-01/2 )
X ---- 41-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 201-0" 2 x 3/4 WELD P.O.L. @ A
(1-0)
G ---- 211-0"
LENGTH EP COLOR
211-0" GG RED
HydraSCAN-V
1101 DIl I0l Di V Il0 Il0 IIl VIV II lID II
TOTAL NUMBER OF WELDS: 4
MAIN I.D. QUAN. PIPE DESCRIPTION
02A.1 22 2 DOM BLK SCH 10
ARROW: DOWN
lIDIIH II0l 1 III IDIl DID ID IlD lID IIID ID IIDl IM IV IV Iil III DI IDV 1110 III 0 II
G ---- 01-0"
(4-0)
X ---- 41-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 20'-0" 2 x 3/4 WELD P.O.L. @ A
( 1-0 )
G ---- 21'-0"
LENGTH EP COLOR
211-0" GG RED
HydraSCAN-V
TOTAL NUMBER OF WELDS: 66
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO :
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION :
SPEC. INST.
Page 8
LIST NO : 3691 DATE : 11/11/20
BY : BM
AREA : BRANCHLINES S3
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
02B.1 1 2 DOM BLK SCH 10 21'-0" GG RED
ARROW: DOWN
II0II 0 Il0! 101 III II IV IVI IIFIVII VIVID UIH 110 IlUD UD DM1 IIU UD D 1110 DI I UI
HydraSCAN-V
1101 DII ID 010 II ID 1111 VD ID 110 UI
G ---- 0'-0"
(2-9)
X ---- 21-9" 2 x 2 WELD GR. P.O.L. @ D
( 1-3 )
X ---- 41-0" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 201-0" 2 x 3/4 WELD P.O.L. @ A
( 1-0 )
G ---- 21'-0"
TOTAL NUMBER OF WELDS: 4
MAIN I.D. QUAN. PIPE DESCRIPTION
03.1 9 2 DOM BLK SCH 10
ARROW: DOWN
IlIUM IIVI 101 Il IVII DIV IV IIM 110 1110 UV DVI III 1010 DID ID DIII DIV DI V UI
G ---- 01-0 11
(4-0)
X ---- 41-0" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 201-0" 2 x 3/4 WELD P.O.L. @ A
(1-0)
G ---- 211 01'
LENGTH EP COLOR
211-0" GG RED
HydraSCAN-V
TOTAL NUMBER OF WELDS: 27
1A
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C1
Pipe Sketches With Welds Page 9
JOB NUMBER: 6117892 CONTRACT NO : LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
03A.1 1 2 DOM BLK SCH 10 211-0" GG RED
ARROW: DOWN
IIOII O IIOI 101 II I0O 01010 IIII0 III 1101 IM 110111010 IlI III 1010111011 I II
HydraSCAN-V
1101 II Il 010 lI II III I II II II
G ---- 0'-0"
(4-0)
X ---- 41-0" 2 x 3/4 WELD P.O.L. @ A
( 4-51/2 )
X ---- 8'-5 1/2" 2 x 2 WELD GR. P.O.L. © B
( 3-61/2 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 201-0" 2 x 3/4 WELD P.O.L. @ A
( 1-0 )
G ---- 211-0"
TOTAL NUMBER OF WELDS: 4
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
03B.1 1 2 DOM BLK SCH 10 211-0" GG RED
ARROW: DOWN
HydraSCAN-V
110110 1101 1111 hF 1011 010111 lID 111111111 101111001111 I II Ill I 101110101 I II III II 11101111 1101111 II lID II
G ---- 01-0"
(4-0)
X ---- 41-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 4-6 )
X ---- 161-6" 2 x 2 WELD GR. P.O.L. @ B
( 3-6 )
X ---- 201-0" 2 x 3/4 WELD P.O.L. @ A
( 1-0 )
G ---- 211-0"
TOTAL NUMBER OF WELDS: 4
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C1
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION
04.1 11 2 DOM BLK SCH 10
ARROW: DOWN
Page 10
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
LENGTH EP COLOR
211-0" GG RED
HydraSCAN-V
II IOII IDI DID IID IID IlU HID IlD IIII
G ---- 01-0"
x ---- 41-0"
x ---- 121-0"
x ---- 201-0"
G ---- 211-0"
( 4-0 )
2 x 3/4 WELD P.O.L. © A
( 8-0 )
2 x 3/4 WELD P.O.L. © A
( 8-0 )
2 x 3/4 WELD P.O.L. © A
( 1-0 )
TOTAL NUMBER OF WELDS: 33
MAIN I.D. QUAN. PIPE DESCRIPTION
05.1 1 2 DOM BLK SCH 10
ARROW: DOWN
LENGTH EP COLOR
211-0 GG RED
HydraSCAN-V
IIDI OII IOU DID II II IlU HI lID II
G ---- 01-0"
x ---- 41-0 11
x ---- 61-0"
x ---- 121-0"
x ---- 20'-0"
G ---- 211-0 11
( 4-0 )
2 x 3/4 WELD P.O.L. © A
( 2-0 )
2 x 2 WELD GR. P.O.L. © D
( 6-0 )
2 x 3/4 WELD P.O.L. © A
( 8-0 )
2 x 3/4 WELD P.O.L. @ A
( 1-0 )
TOTAL NUMBER OF WELDS: 4
1A
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
Pipe Sketches With Welds Page 11
JOB NUMBER: 6117892 CONTRACT NO: LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
05A.1 9 2 DOM BLK SCH 10 211-0 GG RED
ARROW: DOWN
MII0II 0 IIHI 101 II IOU VIVID IIll lID IlUD ID III IMID ID III 1 lUU lU IDUD III 0 II
HydraSCAN-V
1101 II II II II IlU DI II lID II
G ---- 01-0"
(4-0)
X ---- 41-0 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 201-0 2 x 3/4 WELD P.O.L. @ A
( 1-0 ,)
G ---- 211-0"
TOTAL NUMBER OF WELDS: 27
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
05B.1 1 2 DOM BLK SCH 10 211-0" GG RED
ARROW: DOWN
IIOftD IIDl 101 II IDII DIV IV IID 110 IIUV 101110 IU lI II IM IlI IU I II
HydraSCAN-V
III UI II DI V II II IlU DI I II lI
G ---- 01-0 11
(4-0)
X ---- 41-0" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 121-0" 2 x 3/4 WELD P.O.L. @ A
( 1-41/2 )
X ---- 13'-4 1/2 2 x 2 WELD GR. P.O.L. @ D
( 6-71/2 ) X ---- 201-0 2 x 3/4 WELD P.O.L. © A
( 1-0 ) G ---- 211-0"
TOTAL NUMBER OF WELDS: 4
1A
C'
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCH LINES S3
LOCATION
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION
10B.1 6 2 DOM BLK SCH 10
ARROW: DOWN
IIIIH III II II
G ----
IV IIIV IV III IIII V 1 IIIDID IIII VIV
01-0"
III IV III IIV II I II
(7-6)
X ---- 71-6" 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 151-6" 2 x 3/4 WELD P.O.L. © A
(5-6)
G ---- 211-0"
Page 12
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
LENGTH EP COLOR
211-0" GG BLUE
HydraSCAN-V
1101 IIlVI DIV IID IIV IlU VIV IIV lID II
TOTAL NUMBER OF WELDS: 12
MAIN I.D. QUAN. PIPE DESCRIPTION
10B.2 6 2 DOM BLK SCH 10
ARROW: DOWN
lIIIll0I 1 VIUII II DIV IV II lID IIl II VI Il III 0 II VI IV ftV liii VI lID lID I Il
G ---- 01-0"
(2-6)
X ---- 21-6" 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 31-0"
LENGTH EP COLOR
31-0" GG BLUE
Hyd raSCAN -v
Ilul II II II liii II lID II
TOTAL NUMBER OF WELDS: 6
1A
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C1
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION
11.1 1 2 DOM BLK SCH 10
ARROW: DOWN
1111111111111111111111 IN 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
G ---- 01-0"
Page 13
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
LENGTH EP COLOR
211-0" GG BLUE
HydraSCAN-V
IlIlIlDU DID IlD IlD IlU DID IID lID II
( 5-21/2 )
X ---- 5'-2 1/2" 2 x 2 WELD GR. P.O.L. @ B
( 2-31/2 )
X ---- 71-6" 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 151-6" 2 x 3/4 WELD P.O.L. @ A
(5-6)
G ---- 211-0"
TOTAL NUMBER OF WELDS: 3
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
11.2 1 2 DOM BLK SCH 10 31-0" GG BLUE
ARROW: DOWN
HydraSCAN-V
lID IUD IlDl IDI Ill lIVID ID lID 1101101101 II III DV 111010 111101 ID UIID UID U UI liii DI IDO lID lID Ill DID lID lID UI
G ---- 01-011
(2-6)
X ---- 2'-6" 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 31-0"
TOTAL NUMBER OF WELDS: 1
D / B CROSS SECTION @ 0-0 SHOWING FTG LOCATIONS
C'
Pipe Sketches With Welds
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION
11A.1 6 2 DOM BLK SCH 10
ARROW: DOWN
II0II 0 IIDI 10111010
G ----
III0 IV III IM 1010 III I 1011 II0
01-0"
II Il II IUIO II I II
(7-6)
X ---- 7'-611 2 x 3/4 WELD P.O.L. © A
( 8-0 )
X ---- 151-6 2 x 3/4 WELD P.O.L. @ A
(5-6)
G ---- 211-0"
Page 14
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
LENGTH EP COLOR
211-0" GG BLUE
HydraSCAN-V
1101 VII 101 DIV 110 lID III DID lID 11011
TOTAL NUMBER OF WELDS: 12
MAIN I.D. QUAN. PIPE DESCRIPTION
11A.2 6 2 DOM BLK SCH 1O
ARROW: DOWN
1111101101 101 III Ill DID IV III ID III 1011 1011011111111 DII Ill U III 1010 UID UI UI
G ---- 0-0"
(2-6)
X ---- 21-6" 2 x 3/4 WELD P.O.L. @ A
(0-6)
G ---- 31-0 11
LENGTH EP COLOR
31-0" GG BLUE
HydraSCAN-V
1111 001100 II II III Il II lID III
TOTAL NUMBER OF WELDS: 6
MAIN I.D. QUAN. PIPE DESCRIPTION
12.1 5 2 DOM BLK SCH 10
ARROW: DOWN
111I1llIIIVII 101110101110101110 III IV ID 1111 DIII DIII 1110 1111101101111111110111 III Ill
G ---- 01-0 11
(7-6)
X ---- 71-6 2 x 3/4 WELD P.O.L. @ A
( 8-0 )
X ---- 151-611 2 x 3/4 WELD P.O.L. © A
(5-6)
G ---- 211-0"
LENGTH EP COLOR
21'-0" GG BLUE
HydraSCAN-V
11111111111101111111111 III III 111111 III
TOTAL NUMBER OF WELDS: 10
Pipe Sketches With Welds Page 15
JOB NUMBER: 6117892 CONTRACT NO LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY :BM
LOCATION AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
12.2 5 2 DOM BLK SCH 10 31-0" GG BLUE
ARROW: DOWN
HydraSCAN-V
IID IIH IIDIIDI IIIII VIVID IlI II II IllIDiII IID III DI II IDI 1 VIUID lID I Il IIII llI IDD IID lID IlI lD IID lID ft
G ---- 01-0 11
x ---- 21-6"
G ---- 31-0"
( 2-6 )
2 x 3/4 WELD P.O.L. @ A
( 0-6 )
TOTAL NUMBER OF WELDS: 5
NONTWELDED PIPE Page 16
JOB NUMBER: 6117892 CONTRACT NO: LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY :BM
LOCATION AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP COLOR
07 23 2 FGN BLK SCH 10 21-6" GP RED
NON-WELDED PIPE Page 17
JOB NUMBER: 6117892 CONTRACT NO LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY :BM
LOCATION AREA : BRANCHLINES S3
SPEC. INST.
MAIN I.D. QUAN. PIPE DESCRIPTION LENGTH EP
02.2 1 2 DOM BLK SCH 10 31-0 GG
02A.2 22 2 DOM BLK SCH 10 31-0" GG
02B.2 1 2 DOM BLK SCH 10 3'-0" GG
03.2 9 2 DOM BLK SCH 10 31-0" GG
03A.2 1 2 DOM BLK SCH 10 31-0" GG
03B.2 1 2 DOM BLK SCH 10 31-0" GG
04.2 11 2 DOM BLK SCH 10 31-0" GG
05.2 1 2 DOM BLK SCH 10 31-0" GG
05A.2 9 2 DOM BLK SCH 10 31-0 GG
05B.2 1 2 DOM BLK SCH 10 31-0" GG
COLOR
RED
RED
RED
RED
RED
RED
RED
RED
RED
RED
Pipe Sketch Summary 1
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
WI L7 T"Ti
01 2 2 FGN BLK SCH 10
01A 17 2 FGN BLK SCH 10
01B 1 2 FGN BLK SCH 10
01C 4 2 FGN BLK SCH 10
06 11 2 FGN BLK SCH 10
07 23 2 FGN BLK SCH 10
07A 1 2 FGN BLK SCH 10
08 11 2 FGN BLK SCH 10
09 4 2 FGN BLK SCH 10
09A 4 2 FGN BLK SCH 10
09B 4 2 FGN BLK SCH 10
10 4 2 FGN BLK SCH 10
Page 1
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
H?1)
21'-O" GG
2V-0" GG
19'-8" GG
20'-6" GG
16'-O" GG
2'-6" GP *
5!811 GP
10'-6" GG
5t6!I GG
18'-6" GG
10I6!1 GG
21'-0 GG
Pipe Sketch Summary 1
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 2
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
02.1 1 2 DOM BLK SCH 10 211 011
02.2 1 2 DOM BLK SCH 10 31 011
02A.1 22 2 DOM BLK SCH 10 211-0"
02A.2 22 2 DOM BLK SCH 10 31-0"
02B.1 1 2 DOM BLK SCH 10 211-0"
02B.2 1 2 DOM BLK SCH 10 31-0"
03.1 9 2 DOM BLK SCH 10 211 011
03.2 9 2 DOM BLK SCH 10 31-0"
03A 1 1 2 DOM BLK SCH 10 211-0
03A.2 1 2 DOM BLK SCH 10 31-0"
03B.1 1 2 DOM BLK SCH 10 211-0"
03B.2 1 2 DOM BLK SCH 10 31-0"
04.1 11 2 DOM BLK SCH 10 211-0"
04.2 11 2 DOM BLK SCH 10 31-0
05.1 1 2 DOM BLK SCH 10 211-0"
05.2 1 2 DOM BLK SCH 10 3'-0"
05A 1 9 2 DOM BLK SCH 10 211-0"
05A.2 9 2 DOM BLK SCH 10 31-0"
05B.1 1 2 DOM BLK SCH 10 211 011
05B.2 1 2 DOM BLK SCH 10 31-0
10B.1 6 2 DOM BLK SCH 10 211-0
10B.2 6 2 DOM BLK SCH 10 31-0"
11.1 1 2 DOM BLK SCH 10 2110u
11.2 1 2 DOM BLK SCH 10 31-0"
11A.1 6 2 DOM BLK SCH 10 211-0
11A.2 6 2 DOM BLK SCH 10 31-0"
12.1 5 2 DOM BLK SCH 10 211-0"
12.2 5 2 DOM BLK SCH 10 31-0"
J47
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
GG
Pipe Sketch Summary 4
JOB NUMBER: 6117892 CONTRACT NO
JOB NAME : ALPHATEC BRANCHLINES 53
LOCATION
SPEC. INST.
Page 1
LIST NO : 3691 DATE :11/11/20
BY :BM
AREA : BRANCHLINES S3
FGN BLK SCH 10
2" 86 53 @ 21.00 0 © 0.00 1113.00 1077.33 2.00
I DPW
11L
2" 86
Pipe .Sketch Summary 4 Page 2
JOB NUMBER: 6117892 CONTRACT NO : LIST NO : 3691 DATE : 11/11/20
JOB NAME : ALPHATEC BRANCHLINES S3 BY : BM
LOCATION : AREA : BRANCHLINES S3
SPEC. INST.
I
- -
H
DOM BLK SCH 10
211 150 86 @ 21.00 0 © 0.00 1806.00 1800.00 0.00
1KJZL
2" 150
RawMaterials List
JOB NUMBER: 6117892 CONTRACT NO:
JOB NAME : ALPHATEC BRANCHLINES S3
LOCATION
SPEC. INST.
Page 1
LIST NO : 3691 DATE : 11/11/20
BY :BM
AREA : BRANCHLINES S3
I
PIPE
1806 FT 2 X 21 DOM BLK SCH 10 1 DA1021GB-0200
1113 FT 2 X 21 FGN BLK SCH 10 2 IA1021PB-0200
147 FT 2 X 21 FGN BLK SCH 40 A135 3 IA4021PB-0200
GROOV-O-LETS
55 EA 2 X 2 WELD GRV POL
WELD-O-LETS
378 EA 2 X 3/4 WELD POL
GROOVE BOTH ENDS
212 EA G.B.E. 2
GROOVE ONE END
72 EA GRV&PL-END 2
WELDS
378 EA WELD 2 X 3/4
55 EA WELD X2
CUT FABRICATION
278 EA PIPE CUT 2
4 GR40-02000200
5 5L022
6 9211000020
7 9209000020
8 9240202007
9 9240202020
10 9240100020
Total weight: 8386.7100
NIKING
fVC, 07-0
Viking Group, Inc.
FABRICATION SERVICES * RIVERSIDE, CA
WAR N! NG
FITTINGS ON ALL THREADED
PIECES LESS THAN 411 LONG
WILL BE HAND TIGHT.
THANK YOU.
VIKING FABRICATION SERVICES
VFSRIVERSIDE@SUPPLYNET.COM
PHONE: 951-656-3111 * FAX: 951-656-2606
NIKING *
VIKING FABRICATION SERVICES LLC
01JIt II ItS.1tuJ 11 [ 09 I 'lii 1
1.0 WELDING
A. GENERAL: All welding to follow procedures as set forth by VIKING FABRICATION SERVICES
and will work to be in compliance with the following standards.
American Welding Society Standard AWS B2.1.
National Fire Protection Association Standard NFPA 13 "Installation for Sprinkler
Systems".
National Fire Protection Association Standard NPA SiB, "Standard for Fire Prevention
in use of cutting welding processes".
State, local and city codes.
B. PROCEDURE:
Prior to any welding or cutting in the welding fabrication shop, it's the responsibility of
the welder to check all his equipment for safety and that any combustible materials
within 35 feet if the operation is either removed or shielded,
The general superintendent or the staff welding supervisor of the company confirms
that prior to any operation, welding or cutting that there is adequate ventilation
throughout the welding shop area and that all safety precautions are in compliance.
All holes in piping required for welding of pipe-o-lets, threads-o-lets or stock-o-lets, in
lieu of tees, are to be cut with a plasma machine,
The size of the hole is exactly the same diameter as the internal diameter (1.0.) of the
approved Lii Fitting.
No fitting shall be modified whatsoever.
The coupon and/or disk us the removed by magnet, completely removing any foreign
objects from the pipe.
The hole is then cleaned, removing any residue by means of a chipping hammer and file
so as to guarantee a smooth bore and clean surface for welding.
Fitting is then placed over the hole making sure it does not penetrate the internal
diameter of the piping causing flow restrictions and then the fitting is leveled in both
directions prior to tacking.
One tack weld is then made and again fitting is leveled.
When level, two (2) more tack welds are made, making three (3) tack welds in all and
level checked again.
UPDATED: 6/5/2020
Final welding of the fitting IS then accomplished by using .035 or .045 gauge wire
conforming to AWS specification no. ER07S-3 from AWS ASiB. The fitting is welded all
around with a fillet weld.
All slag and welding residue is removed and the weld inspected to ensure there is no
visible slag or residue holes and there is a clear flow area.
The staff welding superintendent inspects the welding fitting and flow are to verify that
it meets the company requirements and specifications as well as codes.
Stamping of the pipe with the welders identification imprint is then accomplished only
after approval by the staffs welding superintendent.
If the staffs welding superintendent disapproves of any impairment abnormally or
encroachment of the weld, fitting or section of the pipe where the weld was performed.
It is then destroyed by means of cutting it to guarantee the fitting and/or pipe cannot
be used.
The staff welding superintendent and the welder is responsible for the destroying the
rejected pipe and welded fittings.
Steel plates are not to be welded to the end of the pipe or fitting.
Nuts, clips, eye rods, angle brackets or any other fasteners shall not be welded to the
pipe or fitting.
Torch cutting and welding shall not be permitted as a means of modifying or repairing
sprinkler systems.
20.. Welder's identification imprint to be:: S, J, R, or V..:
C. INSPECTIONS: The general superintendent prior to any welded pipe leaving the welding shop
ready to be taken to the field will check fittings and welds to ensure that all company procedures
and standards satisfy code requirements and are in compliance with same.
UPDATED: 6/5/2020
WELDER PERFORMANCE QUALIFICATION (WPQ)
Welder's Name Saulo Solorzano Zamora Identification No. S
Test Description
WPS Followed VFS_WPS_5010 Test Coupon i:i Production Weld Date Welded 2/7/2020 Specification & type/grade of base metal(s) A36 Thickness 1/2"
Variables and Qualification Limits
Welding Variables
Welding Process(es)
Type (i.e.; manual, semi-automatic used)
Backing (with/without)
Plate X Pipe (enter diameter)-
Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode specification(s) (SFA) (info. Only)
Filler metal or electrode specification Is) (Info. Only)
Filler metal F-Number(s)
Deposit thickness for each process
Process 1 GMAW-S 3 layers min Yes X No
Process 2 GMAW-G 3 layers mm )( Yes No Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GIAW, PAW, GMAW)
Transfer mode (GMAW)
Actual Values
GMAW
Semi-Automatic
Without
8'x6"x0.5"
1/2"
P1-P1
AS.18
ER7OS 6
F.6
1/8 INCH
1/8 INCH
2G
N/A
N/A
Short Circuit & Spray/Globular
e Qualified
GMAW
Semi-Automatic
Without
1" - 24" Pipe, All Plate
3/64"-UT
P1 thru P151, P4, P41 thru P49
F.6
3/8 INCH
3/8 INCH
Fillet F,H; Groove Pipe s 24" F, H
N/A
L N/A
[ All
Results I Visual examination of completed weld SATISFACTORY Transverse face and root bends Er Longitudinal bends IN Side bends 0 Pipe specimen, macro test for fusion 11 Plate specimen, macro test for fusion
Type Result Type Result - I Type Result SIDE BEND (OW- SATISFACTORY 161.1/QW-163)
SIDE BEND (QW-
SATISFACTORY 161.1/QW-163)
Alternative Volumetric Examination Results
N/A Fillet weld - fracture test N/A Length and percent of defects
0 Fillet welds in plate [_J Fillet welds in pipe
Macro examination Fillet size (in.) x Concavity or convexity (in,)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. SZ,.2G_1 Welding supervised by
- Gonzalo Cruz We certify that the statements in this record are correct and tha
t
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tested in accordance with the requirements of Section IX of the ASME B
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B2.1 Specification for Welding Procedure and Performance Qualificatio
n
.
Organization Viking Fabrication Services Date 2 /1 LI . Ccrtfied by.
LucaB A Crumley . . CWI 17070491
OCt EXP 7/112023
WELDER PERFORMANCE QUALIFICATION WPQ Welder's Name Sauto Solorzano Zamora
-. Identification No.
Test Description WPS Followed VFS_WPSJOOZ D Test Coupon EQ Production Weld bate Welded 8/18/2019
Specification & type/grade of base metal(s) A1S/A795 Thickness SCH 7
Testing Variables and qualification Umits
Welding Variables (QW-350)
Actual Values Range Oalffled
Welding Process(es)
GMAW GMAW Type (Le. manual, semi-automatic used)
Semi-Automatic Semi-Automatic Backing (with/without)
Without With/Without Plate
- Pipe (enter diameter) X
2 7/8" UT Base Metal Thickness
SCH 7 SCH 7 Base metal P Number to P Number
P1 Pt - Pt thru PISF P34 P41 thru P49
Filler metal or electrode specification(s) (SEA) (Info, Only) A5.19 Filler metal or electrode specification(s) (info. Only) ER70S6 Filler metal F-Number(s)
F,6 F.6 Deposit thickness for each process
Process 1. GMAW 3 layers mlii F1 Yes No 1/4 INCH s 3/8 INCH Position(s)
Special Position Special Position & Flat for rm.tt Vertical progression (uphill or downhill)
Both Both Use of backing gas (GTAW, PAW, GMAW)
N/A N/A Transfer mode (GMAW)
(lobular Pulse Spray/Globular/Spray
Results Visual examination of completed weld
SATISFACTORY EJ Transverse face and root bends U Longitudinal bends Li Side bends Pipe specimen, macro test for fusion LJ Plate specimen, macro test for fusion
lonj
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
N/A Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE 0 Fillet welds in plate N Fillet welds in pipe Macro examination SATISFACTORY Fillet
s
i
z
e
(
i
n
.
)
5/16 x 1/4 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by Lucas Crurnley Company Viking Fabrication Services Mechanical Tests conducted by
Lucas Crumley Laboratory test no. SS.4) Welding supervised by
Gonzola Cruz We certify that the statements in this record ar
e
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tested in accordance with the requirements of Secti
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82.1 Specification for Welding Procedure and Performance qualification.
Organization Viking Fabrication Services Date //' /29l1 Certified bV .. ,.......
Lucas ACundey . OWl .17070491
v'C1. EXP. 7/1020
Actual Values
GMAW
emi-Automati
Without
1.25"
5017
Pi-Pi
A518
ER7OS-6
GMAW
Semi-Automatic
with/Without
1-27/8"
SCH 7
P1 thru P1SF, P34, P41 thru P49
P.6
1/4 INCH s 3/8 INCH
Special Position specIal Position & Flat for Fillets Both Both
Pulse
WELDER PERFORMANCE QUAUFIcATION WPQ) Welders Name Saulo Solorzano Zamora Identification No
- - S Test Description WPS Followed VFS_WPS 7004 [J Test Coupon M Production Weld Dat
e
W
e
l
d
e
d
8/28/2019
Specification & type/grade of base metal(s)
A135-A795 Thickness SCH 7
Variables and Qualification Limits
Variables
Welding Process(es)
Type (Le.; manual, semi-automatic used)
Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode specification(3) (SFA) (Info. Only) Filler metal or electrode speelfkation(si (Info. Onl
y
)
Filler metal F-Number(s)
Deposit thickness for each process
PrOcess 3. GMAW S layers min i:i Yes RXNo Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GIAW, PAWS GMAW)
Transfer mode (GMAW)
Visual examination of completed weld
SATISFACTORY Transverse face and coot bends U Longitudinal bends (_J Side bends Pipe specimen, macro test for fusion 0 Plate specimen, macro test for fusion
44
Type Result Type Result Type Result
Alternative Volumetric Examination Jesu i
t
s
:
r4l A, Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE EJ Fillet welds in plate N Fillet welds In pipe Macro examination SATISFACTORY Fill
e
t
s
i
z
e
(
i
n
.
)
7/32 x 1/4 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas crumley Company Viking Fabrication Services Mechanical Tests conducted by
Lucas Crumley Laboratory test no. SS_12 Welding supervised by
Gonzalo Cruz
We certify that the statements In this reco
r
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82.1 Specification for Welding Procedure and Performance Qualification ,
Organization Viking Fabrication Services Date
Lucas ACrumi.y
.. OWl 11010401
WELDER PERFORMANCE QUALIFICATION (WPQ) Welder's Name Saulo Soiorzano Zamora identification No S Test DescriptIon WPS Followed VFS WPS 7004 F1 Test Coupon Production Weld Date Welded 8/8/2019
Specification & type/grade of base metal(s) A135A795 Thickness SCI4 10
T Variables and Qualification Limits
Variables
Actual Values Range Qualified
Welding Process(es)
ovAAw GMAW Type (i.e.; manual semi-automatic used)
Semi-Automatic Semi-Automatic Backing (with/without)
Without With/Without Plate Pipe (enter diameter) X 1.25" 1"-2 7/8w Base Metal Thickness
- SCH 10 SCH 10 Base metal P-Number to P-Number
Pi-pi Pt ttvu PSSF, P34, P41 thru P49 Filler metal or electrode specification(s) (SM) (Info,
O
n
l
y
)
AS.18 Filler metal or electrode specification(s) (Info. Only) ER7OS.6 Filler metal F-Number(s)
F.6 Deposit thickness for each process
Process 1 GMAW 3 layers min MYes MX No 1/4 INCH s3/8 INCH Position(s)
Special Position Spd;l Position & Flat for FIU,ts Vertical progression (uphill or downhill)
Both Both Use of b*cklng gas (GTAW, PAW, GMAW)
N/A Transfer mode (GMAW)
Pulse Sovav/GIobular1Spra
Visual examination of completed weld
SATISFACTORY Transverse face and root bends Lj Longitudinal bends U Side bends Pipe specimen, macro test for fusion
El Plate specimen, macro test for fusion
I TVDe I Result I TyPe I Result I Type I Result
Alternative Volumetric Examination Results:
Fillet weld - fracture test SATISFACTORY Length and percent of defects NONE 0 Fillet welds In plate C& Fillet welds in pipe
Macro examination SATISFACTORY Fillet
s
i
z
e
(
I
n
.
)
114 x 5/16 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. SS,119 Welding supervised by
Gonzalo Cruz We certify that the statements In this record are correct and that the test coupons were prepar
e
d
,
w
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l
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d
,
a
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tested In accordance with the requirements of Section IX of the ASME BOILER AND PRESSURE VESSEL CODE & AWS B2.1 Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services Date Cf Certified by
CM 17070491
---i"
QC1 EXP 71142020 .
C..-.
WELDER PERFORMANCE QUALIFICATION (W
P
Q
Welders Name Saulo Solorzano Zamora identification No
S Test Description WPS Followed VFS_WPS_7002 0 Test Coupon Production Weld Date Welded _8/8/019
Specification & type/grade of base metal(s)
A135/A795 Thickness 501 10
Testing Variables and Qualification Limits Welding Variables (QW-350)
Actual Values Range Qualified_____
Welding Process(es)
Type (i.e.; manual, semi-automatic used)
Backing (with/without)
Base Metal Thickness
Base metal P-Number to P-Number
Fillet metal or electrode specification(s) (SPA) (info. Only) Filler metal or electrode speclflcaUon(s) (in
fo. Only) Filler metal F-Number(s)
Deposit thickness for each process
Process 1 GMAW 3 layers min n Yes nX No Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GTAW, PAW, GMAW)
Transfer mode (GMAW)
GMAW
- GMAW Semi-Automatic Semi-Automatic
Without With/Without Plate
- Pipe (enter diameter)
4P
2 7/8 .LIT SOliD 50110 P1. Pt P1 thru PI.SF, P34, P41 thru P49
AS.18
ER70S-S F6 P6
1/4 INCH t 3/8 INCH Special Position Sgeclsl position & ;latfov cWets - Both Both
N/A N/A Globular Pulse Spray/Globular/Spray
Visual examination of completed weld
SATISFACTORY Transverse face and root bends U Longitudinal bends U Side bends SIC Pipe specimen, macro test for fusion
Plate specimen, macro test for fusion
Type I Result I Type I Result I Type I Result
Alternative Volumetric Examination Results:
N/A Fillet weld fracture test SATISFACTORY length and percent of defects
NONE i:i Fillet welds in plate N Fillet welds in pipe Macro examination SATISFACTORY Fillet si
z
e
(
i
n
,
)
5/1.6 x 9/32 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
- Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. SS_4,10 Welding supervised by
Gonzola Cruz We certify that the statements in this record
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,
Date Organization
Certified by
'. Lucas A
CINI .17070.491
oci EXP. 711r2O20'!jj :
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Fabrication Services
WELDER PERFORMANCE QUALIFI
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Welder's Name Saulo Solorzano Zamora
identification No.
S Test Description WPS Followed VFS_WPSJ002 0 Test Coupon Production Weld Date Welded
8/28/2019
kZj Specification & type/grade of base meta
l
(
s
)
A53 Thickness SCH 40
Variables and Qualification Limits
Variables
Welding Process(es)
Type (i.e.; manual, semi-automatic us
e
d
)
Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode specification(s) (SFA) (info. Only) Filler metal or electrode specification(s) (Info. Only) Filter metal F-Number(s)
Deposit thickness for each process
Process I GMAW 3 layers mi
11
n Yes Mv No Position(s)
Vertical progression (uphill or dow
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Actual Values Range Qualified GMAW GMAW Semi-Automatic Semi-Automatic
Without With/Without 4U
27/8" -UT SCH 40 SCH 40 P1-P1 tliru P1St, P4, P41 thru £49 AS.1$
ER705-6
F.6 F.6
1/4 INCH
eA 3/8 INCH Special Positioi ;pedal Position & Fiat for PKWU
Both Both
Results Visual examination of completed we
l
d
SATISFACTORY 0 Transverse face and root bends Lj Longitudinal bends Lj Side bends Pipe specimen, macro test for fusion
0 Plate specimen, macro test for fusi
o
n
Alternative Volumetric Examination
R
e
s
u
l
t
s
:
Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE Fillet welds in plate Fillet welds in pipe Macro examination SATISFACTO
R
Y
F
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t
s
i
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(
i
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.
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5/16 * 9/32 Concavity at convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no. SS4,,,40
Welding supervised by
Gonzola Cruz We certify that the statements in thi
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Organization Viking Fabrication SQMCeS Date jJie I'i't If by
C" - 1170704411 .••;••
WELDER PERFORMANCE
QUALIFICATION (WP
Q
)
Welder's Name Saulo Solortano Zamora Identification No.
S Test Description WPS Followed
- VFSWPS 7004 Test Coupon Production Weld Lai Specification & type/grade of base metal(
s
)
A135-A795
Variables and Qualification Umits
Date Welded 8/28/2019
Thickness 5CR 40
Variables
Welding Process(es)
Type (Le.; manual, semi-automatic
used) Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode
s
p
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f
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t
i
o
n
(
s
)
(SEA) (Info. Only) Filler metal or electrode specification(s
)
(info. Only)
Filler metal F-Number(s)
Deposit thickness for each process
Process 1 GMAW 3 layers min [3 Yes El No Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GTAWI PAW, GMAW)
Transfer mode (GMAW)
Actual Values Range Qualified
GMAW GMAW Semi-Automatic Semi-Automatic Without With/Without
1.25" 1"-27/8'
50440 SCH40 P1-Pi P1 thru 1`15F. P34, P41 thru P49 AS.18
ER70S-6
F.6 f.6
1/4 INCH S 3/8 INCH Special Position Special PosUon & Fiat to, Fillets
Both Both N/A N/A Globular Pulse Spray/Globular/Spray
Results
1 Visual examination of completed weld
SATISFACTORY [3 Transverse face and root bends [j Longitudinal bends 1j Side bends 6~1 Pipe specimen, macro test for fusion 0 Plate specimen, macro test for fusion
Alternative Volumetric Examination ReSUItS
njok Fillet weld - fracture test SATISFACTORY length and percent of defects
NONE 11 Fillet welds in plate Q Fillet welds in pipe Macro examination SATISFACTO
R
Y
F
i
l
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t
s
i
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e
(
I
n
.
)
1/4 x 5/16 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no, SS,140 Weldinit suoervised by
Gonzalo Ctuz
We certify that the statements In th
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82.3. Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services Date 'J 14 /2.iJ(
kr 'LucesACrumley AW •:cwt .17070491
WELDER PERFORMANCE QUALIFIC
A
T
I
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Welder's Name Jose Guiterrer Identification No
1 Test Description WPS Followed VFSWPSJQQ2 Test Coupon Production Weld Date Welded
8/28/2019
Specification & type/grade of base metal(
s
)
AI35/A795
Thickness SCM 7
Testing Variables and Qualification Limits Welding Variables (QW-350)
Actual Values Range Qualified
Welding Process(es)
GMAW GMAW
Type (i.e.; manual, semi-automati
c
u
s
e
d
)
Semi-Automatic Semi-Automatic
Backing (with/without)
Without With/Without
Plate Pipe (enter diameter) X -
4" 2 7/8" - UT
Base Metal Thickness
SCM 7 SCM 7
Base metal P-Number to P-Number
PI-P3. P1 thru PiSc, P34, P4thtu P49
Filler metal or electrode speciflcatlon() (
S
P
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ER70S-6
Filter metal F-Number(s)
F.6 P.6
Deposit thickness for each process
Process 1 GMAW 3 layers ml 11 n Yes El No 1/4 INCH 1318 INCH
Position(s)
Special Position Special PoiUen & Fist tot Fillets
Vertical progression (uphill or down
h
i
l
l
)
Both Both
Use of backing gas (GTAW PAW, G
M
A
W
)
N/A N/A
Transfer mode (GMAW)
Globular Pulse Spray/Globular/Spray
Visual examination of completed wel
d
SATISFACTORY Transverse face and root bends _j longitudinal bends U Side bends Pipe specimen, macro test for fusi
o
n
Plate specimen, macro test for fusion
Alternative Volumetric Examination
R
e
s
u
l
t
s
:
NI#% Fillet weld - fracture test SATISFACTORY Length and percent of detects
NONE 0 Fillet welds in plate micl Fillet welds In pipe Macro examination SATISFACTO
R
Y
F
i
l
l
e
t
s
i
z
e
(
i
n
.
)
9/32 x 11/32 Concavity or convexity (In.)
Other Tests
Film or specimens evaluated by
Lucas Crurnley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley laboratory test no Welding supervised by
- Gontola Cruz We certify that the statements In
t
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82.1. Specification for Welding Procedure and Performnne' Qualification.
Organization Viking Fabrication Services Date 'I/lb /vt'J Certified by }rN71. :;t•
IR A
Lucaa A
CWI 17O7Q ILt CCI EX it Qao
WELDER PERFORMANCE Welder's Name Jose Identification No.
Test Description WPS Followed VFSWPS_7004 Test Coupon Production Weld Date Welded 8/28/2019
— ElSpecification & type/grade of base metal(s) A135-A795 Thickness 501 7
Variables and Qualification Umits
Variables
Welding Process(es)
Type (i.e.; manual, semi-automatic u
s
e
d
)
Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
cI1Ier metal or electrode specification(s) (SM) (Info. Only) Filler metal or electrode specification(s
)
(
I
n
f
o
.
O
n
l
y
)
Filler metal F-Number(s)
Deposit thickness for each process
Process 3. GMAW 3 layers min 0 Yes ED No Position(s)
Vertical progression (uphill or down
h
i
l
l
)
Use of backing gas (OTAW. PAW. GM
A
W
)
Transfer mode (GMAW)
Actual Values
GMAW
emi-Automatic Se
Without
SOil
Pi-Pi Plthru
AS.18
ER7OS.6
1/4 INCH
Special Position SpE1
Both
N/A
Globular Pulse
ige Qualified
GMAW
ni-Automatic
ith/Without
1-2 7/8"
SCH 7
P34. P41. thr
3/8 INCH
Positor & Fiat for Fi
Results
3
Visual examination of completed
w
e
l
d
SATISFACTORY Transverse face and root bends [J Longitudinal bends U Side bends Pipe specimen, macro test for fusion t:i Plate specimen, macro test for fusion
Alternative Volumetric Examination
R
e
s
u
l
t
s
N/A Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE Fillet welds in plate IN Fillet welds in pipe Macro examination SATISFACTO
R
Y
F
i
l
l
e
t
s
i
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e
(
i
n
.
)
1/4 x 5/16 Concavity or convexity (in,)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no, JG1J
Welding supervised by
Gonzalo Cruz We certify that the statements in t
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Organization Viking Fabrication Services Date q / t4 I2DL' ......
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WELDER PERFORMANCE QUALI
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Welder's Name
- Jose Gwterraz Identification No
3 Test Description WPS Followed VFS_WPS 1004 [J Test Coupon Production Weld Date Weld
e
d
8/28/2019
Specification & type/grade of base metal(s)
A135 A795
Thickness SCH 10
Variables and Qualification Lim
i
t
s
Welding Process(es)
Type (i.e.; manual, semi-auto
m
a
t
i
c
u
s
e
d
)
Backing (with/without)
Plate
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b
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Filler metal or electrode specification(s) (i
n
f
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Deposit thickness for each proces
s
Process 1. GMAW 3 layers mm Yes No Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GIAW, PAW,
G
M
A
W
)
Transfer mode (GMAW)
Actual Values
GMAW
Semi-Automatic
Without
1.25"
504 10
PI-PI
A5,18
ER70-6
F.6
1/4 INCH
Special Position
GMAW
Semi-Automatic
With/Without
1t2 7/8'
SCHIO
P1. thru PISE, P34, P41. thru
- F.6
3/8 INCH
Specta9osttion & ?t*t for FO
Both
N/A
Pulse Spray/Globular/5
Results Visual examination of completed
w
e
l
d
SATISFACTORY [] Transverse face and root bends
U Longitudinal bends UI Side bends Pipe specimen macro test for fu
s
i
o
n
0 Plate specimen macro test for
f
u
s
i
o
n
Type I Result I Type I Result I Type I Result I
Alternative Volumetric Examina
t
i
o
n
R
e
s
u
l
t
s
N/A Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE EJ Fillet welds In plate N Fillet welds in pipe Macro examination SATISFACT
O
R
Y
F
i
l
l
e
t
s
i
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e
(
i
n
.
)
1/4 x 5/16 Concavity or convexity (In.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley laboratory test no JG...LIO
Welding supervised by
Gonzalo Cruz we certify that the statements In t
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62.1 Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services
Date /j
a;LucasACntnleY
:- cwl..17o!o491,:
WELDER PERFORMANCE QUA
L
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Welder's Name lose Guiterrez
identification No.
I Test Description WPS Followed VFS WPS 7002 Test Coupon Production Weld Date Welded
8/28/2019
Specification & type/grade of base me
t
a
l
(
s
)
A135/A795
Thickness SCH 10
Testing Variables and Qualificati
o
n
l
i
m
i
t
s
Welding Variables (QW 350)
Actual Values Range Qualified
Welding Process(es)
Type (i.e.; manual, semi-automa
t
i
c
used) Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode specification(
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)
(
S
P
A
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(
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n
f
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.
O
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l
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Filler metal or electrode specification(s) (info. Only) Filler metal F-Number(s)
Deposit thickness for each proc
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s
s
Process 1 GMAW 3 layers min El Yes MX Position(s)
Vertical progression (uphill or do
w
n
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i
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l
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Use of backing gas (GTAW, PAW
,
G
M
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Transfer mode (GMAW)
GMAW GMAW Semi-Automatic
Semi Automatic Without With/Without 4" 2 7/8u UT SCHIO SCHIG Pi-Pi Pt thru P15F, P54, P41thruP49 AS.18
ER70S-6
F.6
F.6
No 1/4 INCH 6 3/8 INCH Special Position special Pnition & fiat tar cllith
Both Both N/A N/A Globular Pulse Spray/Globular/Spral
- - Visual examination of completed weld
SATISFACTORY [] Transverse face and root bends (J Longitudinal bends LJ Side bends Pipe specimen, macro test for fusi
o
n
0 Plate specimen, macro tes
t
f
o
r
f
u
s
i
o
n
Qj
Result
Alternative Volumetric Exami
n
ation Results
N/A Fillet weld- fracture test SATISFACTORY Length and percent of defects.
NONE EJ Fillet welds In plate LN Fillet welds in pipe Macro examination SATISFACT
O
R
Y
F
i
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t
s
i
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(
i
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.
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5/16 x 318 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no. iG_4,10
Welding supervised by
.Gonzola Crux We certify that the statements I
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B2.1 Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services
Date 9.1 6
Lucss A Cnmle &*WS, c'!
WELDER PERF
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iFIcATLON (WPQ
Weider5s Name Jose Guiterrez
- Identification No
J Test Description WPS Followed
- VFSWPS_7004
Test Coupon l
inj Production Weld Date Welde
d
8/28/2019
Specification & type/grade of base metal(s)
A135-A795
Thickness 504 40
Variables and Qualification thni
t
s
Welding Variables (QW-350)
Actual Values
Range Qualified
Welding Process(es)
GMAW
GMAW
Type (i.e.; manual, semi-automa
t
i
c
u
s
e
d
)
Semi-Automatic
Semi-Automatic
Backing (with/without)
Without With/Without
Plate Pipe (enter diameter) X -
1.2Sf' 1'-2 7/8*
Base Metal Thickness
504 40 $01 40
Base metal P-Number to P-Nu
m
b
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r
PI-Pi PS thfll P15F, 934, P41 thru P49
Filler metal or electro(je specification(s) (SFA) (Info. Only)
A518
Filler metal or electrode specifica
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F.6 F.6
Deposit thickness for each proc
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s
s
Process 1 GMAW 3 layers minOYes
El No 1/4 INCH S 3/8 INCH
Position(s)
Special Position
Spec$% Position S 51st for SWats
Vertical progression (uphill or d
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l
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Both Both
Use of backing gas (GIAW, PA
WS GMAW)
N/A N/A
Transfer mode (GMAW)
Globular Pulse Spray/Globular/Spray
Results
. I
Visual examination of complete
d
w
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l
d
SATISFACTORY
-
Transverse face and root bends U Longitudinal bends (J Side bends Pipe specimen, macro test for f
u
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i
o
n
U Plate specimen, macro te
s
t
f
o
r
f
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i
o
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Alternative Volumetric Examinatio
n
Results
Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE Fillet welds in plate N Fillet welds In pipe Macro examination SATISFACT
O
R
Y
F
i
l
l
e
t
s
i
z
e
(
i
n
.
)
Sf16 x 5116 - Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no. JGj_40
Welding supervised by
Gonzalo Cruz We certify that the statements In t
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Date Organization
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Actual Values
GMAW
SemlAutomatic
Without
4"
SCH 40
Pi-Pi
AS.18
ER7OS-6
F.6
1/4 INCH
Special Position
Both
GMAW
Semi-Automatic
With/Without
27/8"-UT
SCH 40
Pt thru P15F, P34, P4t tliru P49
F.6
- 13/8 INCH
Spedl Poutton & Flat tar rtttt
Both
Globular I Pulse Spray/Globular/Spray
WELDER PERFORMANCE QUALIFICAT
I
O
N
(
W
P
C
Welder's Name Jose Guiterrez Identification No.
J Test Description WPS Followed VFS_WPS_7002 Test Coupon Z Production Weld
D
a
t
e
W
e
l
d
e
d
8128/2019
Specification & type/grade of base metal(s
)
A53 Thickness
-
SCH 40
Variables and Qualification limits Variables
Welding Process(es)
Type (i.e.; manual, semi-automatic u
s
e
d
)
Backing (with/without)
Plate
- Pipe (enter diameter) X Base Metal Thickness
Base metal P-Number to P-Number
Filler metal or electrode specification(s) (SFA
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(
i
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f
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Filler metal or electrode secIfication()
(info, Only) Filler metal F-Number(s)
Deposit thickness for each process
Process 1 GMAW 3 Layers min 0Yes [] No Position(s)
Vertical progression (uphill or downh
i
l
l
)
Use of backing gas (GTAW, PAW, GMA
W
)
Transfer mode (GMAW)
Results Visual examination of completed weld
SATISFACTORY EJ Transverse face and root bends Lj Longitudinal bends U Side bends Pipe specimen, macro test for fusion D Plate specimen, macro test for fusion
Type Result Type Result
- Type Result
- - - --.
Alternative vojumetnc txamrnauon
t
e
s
u
;
t
s
;
-' Fillet weld - fracture test SATISFACTORY Length and percent of defects
-
NONE 0 Fillet welds In plate W Fillet welds in pipe Macro examination SATISFACTOR
Y
F
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(
I
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.
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9132 x 11/32 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no. iG4,,40
Welding supervised by
Gonzola Cruz We certify that the statements In th
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Viking Fabrication Services Z—
WELDER PERFORMANCE QUALIFICATION (
W
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Welder's Name Robert Carrillo Identification No.
R Test Description WPS Followed VFS WPS 3004 M Test Coupon lV'Production Weld Date Welded
7/2/2019
Specification & type/grade of base metal(s)
A135-A795 Thickness SCH 7
Testing Variables and Qualification Umi
t
s
Welding Variables (QW-350)
Actual Values Range qualified
Welding Process(es)
GMAW GMAW Type (i.e.; manual, semi-automatic used)
Semi-Automatic Semi-Automatic
Backing (with/without)
Without With/Without
Plate Pipe (enter diameter) X - 1.2S " " 12 7/8
Base Metal Thickness
SO-I 7 SCH 7 Base metal P-Number to P-Number
PI-PI Pt thru P15F, P34, P41 thru P49
Filler metal or electrode specification(s) (SEA) (info.
O
n
l
y
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AS, 18 Filler metal or electrode specification(s) (Info. Only)
ER70S-6
Filler metal F-Number(s)
F.6 F.6 Deposit thickness for each process
Process 1 GMAW 3 layers mm Yes nX No 1/4 INCH S 3/8 INCH
Position(s)
Special Position Special Position S flat for PtiQts
Vertical progression (uphill or downhill)
Both Both Use of backing gas (GTAW, PAW, GMAW)
N/A N/A Transfer mode (GMAW)
Short Circuit Shcrt ctrcult
Visual examination of completed weld
SATISFACTORY Transverse face and root bends Lj Longitudinal bands UI Side bends Pipe specimen, macro test for fusion
Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Res
u
l
t
s
;
N/A
-
Fillet weld fracture test SATISFACTORY Length and percent of defects
NONE Fillet welds in plate Fillet welds in pipe Macro examination SATISFACTORY Fill
e
t
s
i
z
e
(
I
n
.
)
7/32 x 7/32 Concavity or convexity (in.)
-
Other Tests
Film or specimens evaluated by
- Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by
Lucas Crumley Laboratory test no. RCI Welding supervised by
GonzaloCruz
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Organization Viking Fabrication Services Date (/ f''i Certified by
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Welder's Name Robert Carrillo Identification No. R - Test Description WPS Followed VFSWPS 3002 Test Coupon ZProduction Weld Date
W
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Specification & type/grade of base metal(s) A135/A795 Thickness SCH 7
Testing Variables and Qualification Limits
Welding Variables (QW-350)
Actual Values Range Qualified
Welding Process(es)
GMAW
- GMAW Type (i.e.; manual, semi-automatic used) Semi-Automatic Semi-Automatic
Backing (with/without)
Without With/Without Plate Pipe (enter diameter) X - 4 2 7/8' UT Base Metal Thickness
SCI4 7 SQ4 7
Base metal P-Number to P-Number
P1-Pi P1 thru PISF, P34. P41 thru P49
Filler metal or electrode specification(s) (SFA) (Inf
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A5.18 Filler metal or electrode spei1ication(s) (Into. Only
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ERJOS& Filler metal F-Number(s)
F6 Deposit thickness for each process
Process 1. GMAW 3 layers min M Yes MX No 1J4 INCH 4 3/8 INCH Position(s)
Special Position sped Poivan & rt fat
Vertical progression (uphill or downhill)
both Both Use of backing gas (GTAW, PAW, GMAW)
N/A N/A Transfer mode (GMAW)
Short Circuit Short C1rcut I
Results Visual examination of completed weld
SATISFACTORY D Transverse face and root bends Li Longitudinal bends LJ Side bends 104N Pipe specimen, macro test for fusion 0 Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Resul
t
s
N/A Fillet weld - fracture test SATISFACTORY Length and percent of defects
NONE 0 Fillet welds In plate Fillet welds in pipe Macro examination SATISFACTORY Fillet
s
i
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e
(
i
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.
)
5/16 x 9/32 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by
Lucas Crumley Laboratory test no. RC4,1 Welding supervised by
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Organization Viking Fabrication Services Date /Z Certifipd r_-.•--- - (-.- AucasAC,
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Welder's Name Robert Carrillo Identification No.
Test Description WPS Followed \IFSWPS3004 Test Coupon Production Weld Date Welded
7/2/2019
-
Specification & type/grade of base me
t
a
l
(
s
)
A135-A795 Thickness SCH 10
Variables and Qualification Limits
Weldln& Variables
Welding Process(es)
Type (i.e,; manual, semi-automatic used)
Backing (with/without)
Plate Pipe (enter diameter) X Base Metal Thickness
Base metal PN umber to P-Num
b
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Filler metal or electrode specification(s) (SFA) (Info. Only) Filler metal or electrode specification(s) (i
n
f
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O
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Deposit thickness for each process
Process 1 GMAW 3 layers min M Yes MXNo Position(s)
Vertical progression (uphill or downh
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l
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Use of backing gas (GTAW, PAW, G
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Actual Values
GMAW
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3.25"
SCH 10
P14'l
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F.6
3./4 INCH
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Both
N/A
Short Circuit
GMAW
Semi-Automatic
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1'-2 7/8
504 10
thru P3.SF, P4, P41 thru P49
F.6
~ 3/B INCH
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Both
N/A
Short Circuit
Results Visual examination of completed w
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l
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SATISFACTORY Transverse face and coot bends U Longitudinal bends U Side bends Pipe specimen, macro test far fusion
11 Plate specimen, macro test for fusio
n
Alternative Volumetric Examination
R
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s
u
l
t
s
:
N/A Fillet weld fracture test SATISFACTORY Length and percent of defects
NONE U Fillet welds in plate N Fillet welds in pipe Macro examination SATISFACTORY Fillet size (in,) 7/32 x 7/32 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by
Lucas Crumley Laboratory test no. RC
Welding supervised by
Gonzalo Cruz
We certify that the statements in this record are correct and that th
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82.1 Specification for Welding Procedure and Performance Quob'ficotion.
Organization Viking Fabrication Sevicrs
Date L Jiij
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Luca ACrumey9
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WELDER PERFORMANCE QUALIFIC
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Welder's Name Robert Carrillo Identification No.
R Test Description WPS Followed VFS.WPSJ002 Test Coupon M,,al Production Weld Date Welded
7/2/2019
Specification & type/grade of base metal(s)
A135/A795 Thickness SCH 10
Testing Variables and Qualification
L
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Welding Variables (OW-350)
Actual Values Range Qualified
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Type (i.e.: manual, semi-automatic
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Process I GMAW 3 layers mi 11 n Yes El No 1/4 INCH 5 3/8 INCH
Position(s)
Special Position Special PoSihon & flat for flflta
Vertical progression
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Both
Use of backing gas (GTAW, PAW, GMAW)
N/A N/A
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Short Circuit Short circuit
Results Visual examination of completed weld
SATISFACTORY EJ Transverse face and root bends
U Longitudinal bands _j Side bends Pipe specimen, macr
o
t
e
s
t
f
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Type Result Type Result Type Result
Alternative Volumetric Examinatio
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n
e
s
u
i
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s
;
Fillet weld - fracture test
-SATISFACTORY Length and percent of defects
NONE El Fillet welds in plate X Fillet welds in pipe Macro examination SATISFACT
O
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Spadfkation & type/grade of base metal(s)
A135-A795 Thickness
- SCH 40
Variables and Qualification limits
Variables
Welding Process(es)
Type (i.e; manual, semi-automatic used)
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Plate
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Process 1 GMAW 3 layers mm t:i Yes El No Position(s)
Vertical progression (uphill or downhill)
Use of backing gas (GTAW, PAW, GMAW)
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Actual Values Range Qualified
MAW GMAW
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N/A N/A Short Circuit Short circuit r
Results Visual examination of completed weld
SATISFACTORY D Transverse face and root bends LJ Longitudinal bends J Side bends Pipe specimen, macro test for fusion El Plate specimens macro test for fusion
Type I Result I Type I Result I Type I Result
Alternative Volumetric Examination Results:
Fillet weld -fracture test SATISFACTORY Length and percent of defects
NONE D Fillet welds in plate tN Fillet welds in pipe
Macro examination SATISFACTORY Fillet size (in.) 1/3 x 1/3 Concavity or convexity (In.)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. RC3 Welding supervised by
Gonzalo Crux We certify that the statements in this record a
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Organization Viking Fabrication Services Date /-rjc.l certified by
Luca A Crumló
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WELDER PERFORMANCE CtUALIFICATION (WPQ) Welder's Name Robert Carrillo Identification No. Test Description WPS Followed VFSWPS 3002 Test Coupon UN Production Weld Date Welded 7/22/2019 Specification & type/grade of base metal(s) A135/A795
- Thickness SO-I 40
Testing Variables and Qualification Limits
Welding Variables (QW-350)
Actual Values Range Qualified Welding Process(es)
GMAW GMAW Type (i.e.; manual, semi-automatic used)
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Base Metal Thickness
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Filler metal or electrode specification(s) (SFA) (info. O
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Deposit thickness for each process
Process GMAW 3layersmin M Yes MX No Position(s)
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Use of backing gas (GTAW, PAW, GMAW)
Transfer mode (GMAW)
P1-P1
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AS.18
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N/A WA
Short Circuit Short Circuit
Results Visual examination of completed weld
SATISFACTORY Transverse face and root bends Lj Longitudinal bends ,,_j Side bends Pipe specimen, macro test for fusion Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination ReSult5
NfA Fillet weld fracture test SATISFACTORY Length and percent of defects NONE 11 Fillet welds In plate Fillet welds in pipe Macro examination SATISFACTORY Fillet size (In.) 5/16 x 3/8 Concavity or convexity (in.)
Other Tests
- Film or specimens evaluated by
Lucas Crumley Company Viking Fabrication Services
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Mechanical Tests conducted by Lucas Crumley Laboratory test no.
- RC4.3 Welding supervised by
Gonzola Cruz
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Test Description
WPS Followed VFS.,,WPS_1001 U Test Coupon jJ Production Weld Date Welded 12/5/2019 Specification & type/grade of base metal(s) A135/A795 Thickness SCH 7 Base Metal P-Number 1 to P-Number 1. Position(s) S.P. Pipe Schedule: 7 Pipe Diameter: 1.25" Outlet Diameter: 0.5" Filler metal (SFA) specification AS.18 Filler metal or electrode classification ER70S-6
Testing Variables and Qualification Umits When Using Machine Welding Equipment I Welding Variables (QW-361.2) Actual Values Range Qualified Type of Welding (Machine) NAP NAP/VFLEX Welding Process GMAW GMAW Direct or Remote Visual Control DIRECT DIRECT Automatic Joint Tracking OFF OFF - Position(s) S.P. S.P,, F. Backing (with or without) WITH WITH OR WITHOUT Single or multiple passes per side SINGLE SINGLE
Results Visual examination of completed weld Satisfactory
Transverse face and root bends [_J Longitudinal bends _j Side bends 0 Pipe specimen, macro test for fusion Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
Fillet weld -fracture test N/A Length and percent of defects Fillet welds in plate Fillet welds in pipe
Macro examination Satisfactory Fillet size (in.) 1/8 x 7/32 Concavity or convexity (In.) Other Tests
Film or specimens evaluated by Lucas Crurnley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. S_Al_i Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons
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Organization Viking Fabrication Services Date j /'/74z.7 Certified by
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WELDING OPERATOR PERFORMANCE QUALIFICATION (WPQ)
Welder's Name Seqoula Stueve Identification No. S Sample Number S,A1_10
Test Descri
WPS Followed VFSWPS1001 ljTest Coupon 1J Production Weld Date Welded - 12/5/2019 Specification & type/grade of base metal(s) A135/A795 Thickness SCH 10
Base Metal P-Number 1 to P-Number 1 Position(s) Si.
Pipe Schedule: 10 Pipe Diameter: 1.25" Outlet Diameter: 0.5" Filler metal (SFA) specification
- A5.18 Filler metal or electrode classification ER70S-6
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Results I Visual examination of completed weld Satisfactory
Transverse face and root bends H Longitudinal bends U Side bends E Pipe specimen, macro test for fusion Plate specimen, macro test for fusion
Type Result - Type Result Type Result
Alternative Volumetric Examination
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Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley laboratory test no. SA110 Welding supervised by
Gonzalo Cruz We certify that the statements in this record are correct and that the test c
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Organization Viking Fabrication Services Date Certified by
Lucas A Crumley \ $ CWI 17070491 '•'.
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Welder's Name Segouia Stueve
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Test DescriDtion
WPS Followed VFS...WPS1001 LJ Test Coupon I XJ Production Weld Date Welded 12/5/2019 Specification & type/grade of base metal(s)
- A135/A795 Thickness SCH 40 Base Metal P-Number 1 to P-Number 1 Position(s) S.P. Pioe Schedule: 40 Pipe Diameter: 1.25" Outlet Diameter: 0.5" Filler metal (SFA) specification AS.18 Filler metal or electrode classification ER70S-6
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Results I Visual examination of completed weld Satisfactory
Transverse face and root bends Li Longitudinal bends Side bends Pipe specimen, macro test for fusion n Plate specimen, macro test for fusion
Type Result Type
-
Result Type Result
Alternative Volumetric Examination Results:
Fillet weld fracture test N/A Length and percent of defects 11 Fillet welds In plate 1J Fillet welds in pipe
Macro examination Satisfactory
- Fillet size (in.) 5/32 x 5/32 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley laboratory test no. SA1_40 Welding supervised by
Gonzalo Cruz We certify that the statements in this record are correct and that the tes
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Welders Name Ramon Vazquez Identification No. V Sample Number RV1_7A
Test Description
WPS Followed VFS_WPS1001 Li lest Coupon Ivi Production Weld Date Welded 4/24/2020 Specification & type/grade of base metal(s) A135/A795 Thickness SCH 7 Base Metal P.Number 1. to PNumber 1 Position(s) S'P, Pipe Schedule: 7 Pipe Diameter: 1.25" Outlet Diameter: 0,5 Filler metal (SFA) specification AS.18 Filler metal or electrode classification ER70S-6
I Testing Variables and Qualification Limits When Using Machine Welding Equipment I Welding Variables (QW-361.2) Actual Values Range Qualified Type of Welding (Machine) NAP NAP/VFLEX
Welding Process GMAW GMAW Direct or Remote Visual Control DIRECT DIRECT
Automatic Joint Tracking OFF OFF
Position(s) S.P. S.P., F. Backing (with or without) WITH WITH OR WITHOUT
- Single or multiple passes per side SINGLE SINGLE
Results Visual examination of completed weld Satisfactory
Transverse face and root bends Li Longitudinal bends U Side bends 0 Pipe specimen, macro test for fusion Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
Fillet weld fracture test N/A Length and percent of defects fJ Fillet welds in plate LX] Fillet welds in pipe
Macro examination Satisfactory Fillet size (in.) 3/16 x 3/16 Concavity or convexity (in.) Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Cruniley Laboratory test no. RVIJ_A Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons were
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Organization Viking Fabrication Services Date ' /l%' hc,o Certified by
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Pipe Schedule: 7 Pipe Diameter:
Filler metal (SEA) specification A5.18
3" Outlet Diameter: 1.5"
ER70S6 Filler metal or electrode classification
WELDING OPERATOR PERFORMANCE QUALIFICATION (WPQ)
Welder's Name Ramon Vazquez Identification No. V Sample Number RV3J_A
Test Descri
WPS Followed VFSWPS_1001 U Test Coupon 11 v J Production Weld Date Welded 4/24/2920 Specification & type/grade of base metal(s) A135/A795 Thickness SCH 7 Base Metal P-Number 1 to P-Number 1 Position(s) S.P.
Testing Variables and Qualification Limits When Using Machine Welding Equipment
Welding Variables (QW-361.2) Actual Values I Range Qualified Type of Welding (Machine)
Welding Process
Direct or Remote Visual Control
Automatic Joint Tracking
Position(s)
Backing (with or without)
Single or multiple passes per side
NAP NAP/VFLEX
GMAW GMAW
DIRECT DIRECT
OFF OFF
S.P. S.P., F.
WITH WITH OR WITHOUT
SINGLE SINGLE
Results
Visual examination of completed weld Satisfactory LIII Transverse face and root bends U Longitudinal bends tj Side bends LI Pipe specimen, macro test for fusion LI Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
Fillet weld fracture test N/A Length and percent of defects
LI Fillet welds in plate lJ Fillet welds in pipe
Macro examination Satisfactory Fillet size (in.) 3/16 x 3/15 Concavity or convexity (in.) Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services Mechanical Tests conducted by Lucas Crumley Laboratory test no. RV3,7,,A Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons were prepa
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Organization Viking Fabrication Services Date c/l4112 Certified by
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WELDING OPERATOR PERFORMANCE QUALIFICATION (WPQ)
Welders Name Ramon Vazquez Identification No V
Sample Number RV110A
Test Description
WPS Followed VFSWPS 1001 [J Test Coupon [J Production Weld Date Welded 4/24/2020
Specification & type/grade of base metal(s) A135/A795 Thickness SCH 10 Base Metal P Number 1 to P Number 1 Position(s) SIP. Pipe Schedule 10 Pipe Diameter 1.25" Outlet Diameter 0.51, Filler metal (SIA) specification AS 18 Filler metal or electrode classification ER70S 6
Testing Variables and Qualification Limits When Using Machine Welding Equipment I Welding Variables (OW 361 2) Actual Values Range Qualified
Type of Welding (Machine) NAP NAP/VFLEX
Welding Process GMAW GMAW
Direct or Remote Visual Control DIRECT DIRECT
Automatic Joint Tracking OFF OFF
Position(s) S P SIP,, F
Backing (with or without) WITH WITH OR WITHOUT
Single or multiple passes per side SINGLE SINGLE
Results
Visual examination of completed weld Satisfactory
Transverse face and root bends L] Longitudinal bends Lj Side bends
LII Pipe specimen, macro test for fusion J Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results: Fillet weld fracture test N/A Length and percent of defects 'LI Fillet welds in plate 1 Xj Fillet welds In pipe
Macro examination Satisfactory Fillet size (in,) 3/16 x 3/16 Concavity or convexity (in) Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by Lucas crumley Laboratory test no. RV1_10_A
Welding supervised by GonzalO Cruz
We certify that the statements in this record are correct and that the test coupons were prepared, welded and
tested in accordance with the requirements of Section IX of the ASME BOILER AND PRESSURE VESSEL CODE
(2019 Edition) & AWS $2.1 Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services
Date 5/11110 Certified by
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WELDING OPERATOR PERFORMANCE QUALIFICATION (WPQ)
Welder's Name Ramon Vazquez Identification No. V
Sample Number RV3J0A
Test Description
WPS Followed VFSWPS 1001 [J Test Coupon [J Production Weld Date Welded 4/24/2020
Specification & type/grade of base metal(s) A135/A795 Thickness SCH 10
Base Metal P-Number 1 to P-Number 1 Position(s) S.P.
Pipe Schedule: 10 Pipe Diameter: 3' Outlet Diameter: 1.5"
Filler metal (SFA) specification A5.18 Filler metal or electrode classification ER70S-6
Testing Variables and Qualification Limits When Using Machine Welding Equipment
Welding Variables (QW-361.2) Actual Values I Range Qualified
Type of Welding (Machine)
Welding Process
Direct or Remote Visual Control
Automatic Joint Tracking
Position(s)
Backing (with or without)
Single or multiple passes per side
NAP NAP/VELEX
GMAW GMAW
DIRECT DIRECT
OFF OFF
S.P. S.P., F.
WITH WITH OR WITHOUT
SINGLE SINGLE
Results I Visual examination of completed weld Satisfactory
Transverse face and root bends U Longitudinal bends U Side bends
J Pipe specimen, macro test for fusion j Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
Fillet weld fracture test N/A Length and percent of defects El Fillet welds in plate LXJ Fillet welds in pipe
Macro examination Satisfactory Fillet size (in.) 3/16 x 3/16 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by Lucas Crumley Laboratory test no, RV310,A
Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons were prepared, welded, and
tested in accordance with the requirements of Section IX of the ASME BOILER AND PRESSURE VESSEL CODE
(2019 Edition) & AWS B2.1 Specification for Welding Procedure and Performance Qualification
Organization Viking Fabrication Services
Date 5' Certified by -•--_--
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WELDING OPERATOR PERFORMANCE QUALIFICATION (WPQ)
Welder's Name Ramon Vazquez Identification No V
Sample Number RV140_A
Test Description
WPS Followed VFSWPS 1001 U Test Coupon [5j Production Weld Date Welded 4/24/2020
Specification & type/grade of base metal(s) A135/A795 Thickness SCH 40
Base Metal P-Number I to P-Number Position(s) S.P.
Pipe Schedule: 40 Pipe Diameter: 1.25" Outlet Diameter: 0.5"
Filler metal (SFA) specification A5.18 Filler metal or electrode classification ER70S-6
Testing Variables and Qualification Limits When
Welding Variables (QW-361
Type of Welding (Machine)
Welding Process
Direct or Remote Visual Control
Automatic Joint Tracking
Position(s)
Backing (with or without)
Single or multiple passes per side
rg Machine
Actual Values
NAP
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OFF
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WITH OR WITHOUT
SINGLE
Results
Visual examination of completed weld Satisfactory El Transverse face and root bends U Longitudinal bends [j Side bends
LI Pipe specimen, macro test for fusion F1Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results:
Fillet weld fracture test N/A Length and percent of defects 1:1 Fillet welds In plate J Fillet welds in pipe
Macro examination Satisfactory Fillet size (in) 3/16 x 3/16 Concavity or convexity (in,)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by Lucas Crumley Laboratory test no. RV140_A
Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons were prepared, welded, and
tested in accordance with the requirements of Section IX of the ASME BOILER AND PRESSURE VESSEL CODE
(2019 Edition) & AWS B2.1 Specification for Welding Procedure and Performance Qualification.
Organization Viking Fabrication Services
Date slhrl~ /1-11920 Certified by
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Welder's Name Ramon Vazquez Identification No. V
Sample Number RV3_40—A
Test Description
WPS Followed VFSWPS 1001 [J Test Coupon [j Production Weld Date Welded 4/24/2020 Specification & type/grade of base metal(s)
-- A135/A795 Thickness SCH 40 Base Metal P-Number 1 to P-Number 1 Po5ition(s) S.P. Pipe Schedule: 40 Pipe Diameter: 3 Outlet Diameter: 1.5" Filler metal (SFA) specification A5.18 Filler metal or electrode classification ER70S 6
Testing Variables and Qualification Limits When Using Machine Welding Equipment I Welding Variables (QW-361.2) Actual Values Range Qualified
Type of Welding (Machine) NAP
- NAP/VFLEX
Welding Process GMAW GMAW
Direct or Remote Visual Control DIRECT DIRECT
Automatic Joint Tracking OFF OFF
Position(s) S.P. S.P., F.
Backing (with or without) WITH WITH OR WITHOUT
Single or multiple passes per side SINGLE SINGLE
Results
Visual examination of completed weld Satisfactory
EliTransverse face and root bends L.J Longitudinal bends U Side bends
Pipe specimen, macro test for fusion F I Plate specimen, macro test for fusion
Type Result Type Result Type Result
Alternative Volumetric Examination Results: Fillet weld - fracture test N/A Length and percent of defects
El Fillet welds in plate jj Fillet welds in pipe
Macro examination Satisfactory Fillet size (in,) 3/16 x 3/16 Concavity or convexity (in.)
Other Tests
Film or specimens evaluated by Lucas Crumley Company Viking Fabrication Services
Mechanical Tests conducted by Lucas Crumley Laboratory test no, RV3,40,..A
Welding supervised by Gonzalo Cruz
We certify that the statements in this record are correct and that the test coupons were prepared, welded, and
tested in accordance with the requirements of Section IX of the ASME BOILER AND PRESSURE VESSEL CODE
(2019 Edition) &. AWS B2.1 Specification for Welding Procedure and Performance Qualification
Organization Viking Fabrication Services
Date S/2f Certified by
,- ;;..
OC1.EXP.7/1I202:
. :