HomeMy WebLinkAbout2218 FARADAY AVE; ; AS050200; Permit10/27/21, 9:07 AM AS050200 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS050200
Job Address: 2218 FARADAY AV Status: APPROVED
Permit Type: SPRINK Applied 10/5/2005
Parcel No: 2121203900 Approved: 10/5/2005
Lot #: 0
Reference No.: Issued: 10/5/2005
PC #: Inspector:
Project Title: FARADAY SPECTRUM, BLDG. 2 FIRE SPRINKLER PLAN CHECK
& INSPECTIONS
Applicant:
SHASTA FIRE PROTECTION
STEB
345 NO MARKET PL
ESCONDIDO CA
760-480-9210
iIYkYI itli
FARADAY SPECTRUM L L C
C/O KENNETH R SATTERLEE
4350 EXECUTIVE DR #301
SAN DIEGO CA
Fees ($) ' Fees ($)__Total L4 Balance($)
1,150 0 1,150 0
1/1
Carlsbad Fire Department NO
Plan Review Requirements Category: SPR1NK, COMM
Date of Report: 10-26-2005 Reviewed by:
Name:
Address:
SHASTA FIRE PROTECTION
STEB
345 NO MARKET PL
ESCONDIDO CA
92029
Permit #: AS050200
Job Name: FARADAY SPECTRUM, BLDG. 2
Job Address: 2218 FARADAY AV CBAD
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JjJitMIJJ J1fl WUftJ.LTi11UL Ijilli .1 PJJll1f LI. MJUJI1LP
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Conditions:
Cond: C0N0000842
[NOT MET] Provide the locations of hangers, sleeves, braces, and methods of securing sprinklers.
"FURNISH RESTRAINTS AT END OF LINES (Show details on plans)
Entry: 10/26/2005 By: GR Action: CO
Cond: C0N0000843
[NOT MET] ON THE BRACE ANALYSIS, PLEASE DETAIL THE POINT OF ATTACHMENT AND VERIFY
BLOCKING IS AT
LEAST A3x.
Cond: C0N0000844
[NOT MET] UNDER STUB UP DETAIL ADD NODES OR NET "K" TO CALCS.
Cond: C0N0000845
[NOT MET] PLANS DO NOT DETAIL FLOW INFORMATION, PROVIDE HYDRANT LOCATIONS FOR
FLOW TEST AND AHJ
WITNESS.
Entry: 10/26/2005 By: GR Action: PA
i3 Li F'l F1 P FR V
I-I V ID F ( 1-3 L... I (-
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r- Fpr) eA V S3FECrFLfl'1 BLDB F-2 rFEE
2218 FARADAY AVE CARLSBAD Ca
-------------------------------------------------------------------------------------------
=
B ..i Li' m I 1 t d El ,
SHASTA SOUTHWEST 345 North Market Place Suite B Escondido Ca 92029 -------------------------------------------------------------------------------------
0esiin Specifications Water Supply Information System Demand
:.n1 tv C). 200 110 00 psi ; 0.00 cpm 74.45 psi
.)es ign Area 1500. 00 100.00 psi ; 1.54700 gpm
343..2 cipm
+ 2500 qpm Hose
-F cu t . 1 1) m .. ri ci : 23 8 cg p m i) •7 - - - I
B V 1E3 t E m Et -r p t'y -F 4ak c t c r-: 33 8 i I
ID
i4W Oaf —b
Li6g A) 7IQ' fo SP P ~
.ist of Fitting Abbreviations
Example: "E21-C" one Std Eibow, two C. I. TEE and one Check Va
2ode:Description Cc.deDescriptic'n Code :Description Ccide:Descriptic'n
A: Alarm Va H: Vic 45 0: V:
B Butt'fiyVa I Vic tee F CPVC 90 W
C Check Va .3 : Go]. 0 CFVC TEE X
D DryFipeVa K Wafer chk R : TEE ON R(JN V : Copper Tee
E : El bow L L..onqTurnE :1 S cPVC:: 45 ?. CEoppeì 90
F 45 Elbc:!w Ni : T : C.I. TEE
6 Gate Va N U LPVC COUP
Ca].cs by 55W Checked Q/ 1/US
r- r,iir (PI)-7-2ñAC)
SHASTA SOUTHWEST 345 NORTH MARKET PLACE, STE. B
A FIRE PROTECTION COMPANY ESCONDIDO, CA. 92029
CA. [IC. • 579318 C16 (760) 480-9210
FAX 480-9231
AUGUST 25, 2005
CARLSBAD FIRE PROTECTION SERVICES
1635 FARADAY AVE.
CARLSBAD, CA. 92008
REF: WATER FLOW TEST - FARADAY SPECTRUM
2200 BLOCK - FARADAY AVE.
,IT HYDRANT - N.W. CORNER OF SITE (GAUGED)
2ND HYDRANT - APPRX. 300 FT. WEST (FLOWED)
BOTH HYDRANTS OFF EXIST. 18" MAIN IN FARADAY.
STATIC PSI
RESIDUAL PSI
PETIO
FLOW
9:45 AM
'lops'
100 PSI
85 PSI
1546.982 GPM
FIRE DEPT. MARTIN AGUILERA
WATER DEPT. DAVID
SHASTA SOUTHWEST RON SNODGRASS
TSA CONTRACTORS ALLEN
SHASTA SOUTHWEST
iL4/M/kA\
RON %GRASS
CC: TSA CONTRACTING 858-784-3651
PARTNERS (CIVIL ENG.) 858-376-3555 V
rant Flow by Pito Pressure
Hydrant Flow
GPM=j 1546.982
Port size
GPM = 29.83 x.90 x ( port dia Squared x ( square root of pressure
mmwm
11 .11
- ri •-
I
____________
•1
Ames 3000ss - Weights & Dimensions (Inches) (uncrated)
SIZE A B C D E (Open) F w/Gates Nett (lb.) wio Gafes
21/2' 22" 37" 10' 31/2' 16' 121/2' 155# 68#
3" 22' 38" 10' 33/4' 22' 13" 230# 70#
4" 22' 40' 10' 41/2" 231/2" 141/2" 240# 73#
6' 27V2' 1 481/2" 15' 5'/2" 1 30" 151/,' 1 390# 120#
8' 29'/2' 52'/2' 15' 63/4" 373/4 181/4" 572# 180#
29'/' 55½" 15" 8' 48' 19½" 774# 190# H10'
2' 291/2' 57'/2' 15' 91/2" 54' 21" 1044# 220#
I Physical Characteristics
Sizes - 21/2' 3' 4' 6' 8' 10' 12"
Rated working pressure - 175 psi
Hydrostatic Pressure - 350 psi
Temperature range - 32°F - 110°F
Body material - 300 series stainless steel
Flange dimension in accordance with AWWA
Class 0
Assembly shall be ASSE 1048 approved for
vertical installations.
2½"& 3 Documented Flow Characteristics (including shut-off valves)
.10
o ioo 200 300 400 500 600 GPM
- Flow Rate (GPM)
U 4)' Documented Flow Characteristics (including shut-off valves)
10/
...........................
0 100 200 300 400 500 600 GPM
Flow Raft (GPM)
U 6" Documented Flow Characteristics (including shut-off rafts)
10
12
01
0 250 500 750 1000 1250 1500 GPM
Flow Rift (GPM)
I Specifications
The double check detector assembly consists of two independently
operating, spring loaded check valvs, two UL, FM, OSY resilient wedge
gate valves, and bypass assembly. The bypas assembly consists of a meter
(cubic ft. or gallons), a double check including shutoff valves and required
test cocks. Each cam-check shall be internally loaded and provide a positive
drip tight closure against reverse flow. Cam-check includes a stainless
10" Documented Flow Characteristics (including shut-off valves) 10
101,
0 500 1000 1500 2000 2500
Flow Raft (GP(l
steel cam arm and spring, rubber laced disc and a replaceable seat. The
body shall be manufactured from 300 series stainless steel, 100% lead
free, through the water way, with a single two-bolt grooved style access
cover. No special tools shall be required for servicing. Double check
detector shall be 3000ss.
"Contact the factory for specific approvals
GP
53U666-249J ....1486 lanforan Avenue......F'.U.Box 1387 Woodland, GA 9b lb i-ax bJO1566-3914 82.54 iôO
36.0_
128.0
120.0_
112.0_
104.0_
96.0
::::i
72.0 74.8 1 593)
*
64.0
56.0
48.0 f
40.0 *
*
32.0_ *
*
24.0_ *
I *
16.0_ *
I *
8.0_ *
I *
0.0 *
0 400 600 800 1000 1200 1400 1600 1800
Pressure vs. Ficr
I i o . (H) (").(-)o
100.00 1547 00
o (H) 1547.00
0 1547.00
F— Omk FR ifN BF FLJF1 BL_DG B TFCEE
22 81 8 F dnk FR Ph ID P V dCN ".1 lEE
F< 1..... 8 EEc 1C!11 ID
,J c' Li NI rn tl _ B si,' 1,'O5
9i.i.rnm za r 'v cu IF 9 ry i I riI-:: 1 €i- Z=k ricJ VA 4--* F 1 c
Job Nc':C626 FARADAY SPECTRUM BLDG 2 TREE
Design density: .2
Supplied flow and pressure is based on 74.45 psi Pvailable at supply
108.30 psi is actually available
Calculations performed by velocity pressure method
Ref. PRESSURE K FLOW Percent Ref.
Pt. Pt Pv PI-) Factor Actual Minimum Excess Ft.
401 22.79 22.79 5.60 26,7 25.2 6.0% 401
402 23.35 0.57 22.77 5.60 26.7 25.2 6.0% 402
403 24.66 1.30 23.36 5.60 27.1 25.2 7.5% 403
404 27.47 1.49 25.98 5.60 88,5 85.2 13.1% 404
405 30.27 2.41 27,86 5,60 29.6 25.2 17.5% 405
406 20.47 20.47 5.60 25.3 25.2 0.4% 406
407 20.97 0.73 20.24 5.60 25.2 25.2 0.0% 407
408 22,78 1.65 21.13 5.60 25.7 25.2 2.0% 408
409 26.66 1.68 24.98 5.60 28.0 25.2 11.1% 409
410 29,96 2.76 27.20 5.60 29.2 25,2 15.9% 410
411 40,46 40.46 5,60 35,6 25.2 41.3% 411
412 40.92 0.78 40.13 5.60 35..5 25.2 40.9% 412
Cairs SSW Checked: 9/1/05
Ser *310351* Hyperca].r Prc'qram by Crow].ev Des. ign Group, (215) -337-7060
F 1 c vi., zEt yci Fr But rnmtr /
Job Nc' C626 FARADAY SPECTRUM BLDG B TREE
Elev. REF. Flow Pt Pt Pe Pt REF.Elev. FRICTION LOSS CALCULATIONS Velocity
ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pt/ft Dias C Flow fps
14.00 401 (< 26.7 << 22.79 0.56 0.00 23.35 402 14.00 10.50 10.50 0.053 1.408 120 26.7 5.5
14.00 402 (( 53.5 << 23.35 1.32 0.00 24.66 403 14.00 10.50 10.50 0.125 1.536 120 53.5 9.2
14.00 403 (< 80.5 << 24.66 2.81 0.00 27.47 404 14.00 10.50 10.50 0.267 1.536 120 80.5 13.9
14.00 404 <<109.1 << 27.47 2.80 0.00 30.27 405 14.00 10.60 10.60 0.264 1.728 120 109.1 14,9
14.00 405 1<138.6 <( 30.27 10.20 0.00 40.47 803 14.00 13,50 1 11.29 24.79 0.411 1.728 120 138.6 18.9
14.00 406 (< 25.3 << 20.47 0.50 0.00 20,97 407 14,00 10,50 10.50 0.048 1.408 120 25.3 5.2
14.00 407 <( 50.5 << 20.97 1.81 0.00 22.78 408 14.00 10.50 10.50 0.172 1.408 120 50.5 10.4
14.00 408 <( 76.3 (( 22,78 3.88 0.00 26.66 409 14.00 10.50 10,50 0.369 1.408 120 76.3 15.?
14.00 409 <(104.3 << 26.66 3.30 0.00 29.96 410 14.00 10.50 10.50 0.314 1.639 120 104.3 15.8
14.00 410 ((133.5 (< 29,96 11.03 0.00 40.98 804 14.00 13.50 1 8.73 22.23 0.496 1.639 120 133.5 20.2
14.00 411 <( 35.6 << 40.46 0.45 0.00 40.92 412 14.00 10.50 10.50 0.043 1.639 120 35.6 5.4
14.00 412 <( 71.1 (( 40.92 3.44 0.00 44.35 805 14.00 13.50 1 8.73 22.23 0.155 1.639 120 71.1 10.8
13.00 AOl >> 7.0)> 44.50 -0.00 0.00 44.49 A02 13.00 8.75 8.75 0.000 2.703 120 7.0 0.4
13.00 AOl 1< 7.0 << 44.50 0.02 -0.43 44.08 801 14.00 1.00 1 8.73 9.73 0.002 1.639 120 7,0 1.1
13.00 A02 >) 14.1 >> 44.49 -0.01 0.00 44.49 A03 13.00 10.33 10.33 0.001 2.703 120 14.1 0.8
13.00 A02 <( 7.1 << 44.49 0.02 -0.43 44.08 802 14,00 1.00 1 8.73 9.73 0.002 1.639 120 7.1 1.1
13.00 A03 << 99.7 (< 44.49 0.30 0.00 44.78 A04 13.00 11.75 11.75 0.025 2.703 120 99.7 5.6
13.00 A03 >) 113.7 )> 44.49 -3.59 -0.43 40.47 803 14.00 1.00 1 8.73 9.73 0.369 1.639 120 113.7 17.2
13.00 A04 <<209.5 1< 44.78 1.17 0.00 45.96 A05 13.00 11,75 11.75 0.100 2.703 120 209.5 11.7
13.00 A04 >> 109.8 )) 44.78 -3.37 -0.43 40.98 804 14.00 1.00 1 8,73 9.73 0.346 1.639 120 109.8 16.7
13.00 A05 <<271.5 << 45.96 1.94 0.00 47.90 A06 13.00 12.00 12.00 0.161 2.703 120 271.5 15.1
13.00 A05 >> 62.0 >> 45.96 -1.17 -0.43 44.35 B05 14.00 1.00 1 8.73 9.73 0.120 1.639 120 62.0 9.4
13.00 A06 << 288.3 << 47.90 2.16 0.00 50.06 A07 13.00 12.00 12.00 0.180 2.703 120 288.3 16.1
13.00 A06 >> 16.8 >> 47.90 -0.10 -0.43 47.36 806 14.00 1.00 1 8.73 9.73 0.011 1.639 120 16.8 2.5
13.00 A07 <<312.2 <( 50.06 2.51 0.00 52.57 A08 13.00 12.00 12.00 0.209 2.703 120 312.2 17.4
13.00 A07 >) 23.9 >> 50.06 -0.20 -0.43 49.43 807 14.00 1.00 T 8.73 9.73 0.021 1.639 120 23.9 3.6
13.00 A08 >> 31.0 >> 52.57 -0.32 -0.43 51.81 808 14.00 1.00 1 8.73 9.73 0.033 1.639 120 31.0 4.7
13.00 A08 <(343.2 <( 52.57 7.58 0.43 60.58 TOR 12.00 18.00 21 12.43 30.43 0.249 2.703 120 343.2 19.1
14.00 801 (< 7.0 (< 44.08 0.14 0.00 44.23 S05 14.00 39.50 1 10.11 49.61 0.003 1.536 120 7.0 1.2
14,00 802 (< 7,1 <( 44.08 0.15 0.00 44.23 810 14.00 39.50 1 10.11 49.61 0.003 1.536 120 7.1 1.2
14.00 803 (< 24.9 (< 40.47 1.51 0.00 41.98 812 14.00 39.50 1 10.11 49.61 0.031 1.536 120 24.9 4.3
14.00 804 <( 23.6 << 40.98 3.32 0.00 44.31 004 14.00 100.00 TI 20.22 120.22 0.028 1.536 120 23.6 4.1
14.00 805 << 9.1 << 44.35 0.56 0.00 44.92 005 14.00 100.00 Ti 20.22 120.22 0.005 1.536 120 9.1 1.6
14.00 806 >> 16.8 )> 47.36 -1.76 0.00 45.59 006 14.00 100.00 11 20.22 120.22 0.015 1.536 120 16.8 2.9
14.00 807 >: 23.9 > 49.43 -3.40 0.00 46.03 007 14.00 100.00 IT 20.22 120.22 0.028 1.536 120 23.9 4.1
14.00 BOB >> 31.0 >> 51.81 -5.49 0.00 46.33 008 14.00 100.00 11 20.22 120.22 0.046 1.536 120 31.0 5.3
3.00 BOR )) 343.2 >> 70.45 -5.96 -3.91 60.58 TOR 12.00 11.50 EL 12.43 23.93 0.249 2.703 120 343.2 19.1
3.00 BOR <(343.2 <( 70.45 2.49 1.30 74.24 UGt 0.00 48.00 411 87.50 135.50 0.018 4.240 150 343.2 7.8
13.00 COI << 7.0 (< 44.90 0.00 0.00 44.91 CO2 13.00 8.75 8.75 0.001 2.203 120 7.0 0.6
13.00 COI >> 7.0 >) 44.90 -0.03 -0.43 44.43 001 14.00 1.00 1 6.62 7.62 0.004 1.408 120 7.0 1.4
13.00 CO2 (< 14.1 <( 44.91 0.02 0.00 44.93 CO3 13.00 10.33 10.33 0.002 2.203 120 14.1 1.2
13.00 CO2 >> 7.1 >> 44.91 -0.03 -0.43 44.44 002 14.00 1.00 1 6.62 7.62 0.005 1.408 120 7.1 1.5
13.00 CO3 (< 39.0 << 44.93 0.14 0.00 45.07 C04 13.00 11.75 11.75 0.012 2.203 120 39.0 3.3
13.00 CO3 >) 24.9 >> 44.93 -0.36 -0.43 44.13 003 14.00 1.00 1 6.62 7.62 0.047 1.408 120 24.9 5.1
13.00 C04 << 62.6 (< 45.07 0.34 0.00 45.41 C05 13.00 11.75 11.75 0.029 2.203 120 62.6 5.3
13.00 C04 >> 23.6 )> 45.07 -0.32 -0.43 44.31 004 14.00 1.00 T 6.62 7.62 0.042 1.408 120 23.6 4.9
13.00 C05 << 71.7 (< 45.41 0.45 0.00 45.86 C06 13.00 12.00 12.00 0.037 2.203 120 71.7 6.0
13.00 COS >) 9.1 >> 45.41 -0.05 -0.43 44.92 005 14.00 1.00 1 6.62 7.62 0.007 1.408 120 9.1 1.9
13.00 C06 <( 54.9 <( 45.86 0.27 0.00 46.13 C07 13.00 12.00 12.00 0.023 2.203 120 54.9 4.6
13.00 C06 (< 16.8 (< 45.86 0.17 -0.43 45.59 006 14.00 1.00 1 6.62 7.62 0.022 1.408 120 16.8 3.4
13.00 C07 << 31.0 (< 46.13 0.09 0.00 46.23 COG 13.00 12.00 12,00 0.008 2.203 120 31.0 2,6
13.00 C07 (< 23.9 K< 46.13 0.33 -0.43 46.03 007 14.00 1.00 1 6.62 7,62 0,043 1.408 120 23.9 4.9
13.00 COB << 31.0 << 46.23 0.53 -0.43 46,33 008 14.00 1.00 1 6,62 762 0.070 1.408 120 31.0 6.4
14.00 001 >> 7.0 :> 44.43 -0.08 0,00 44.35 501 14.00 18.50 1 10.11 28.61 0.003 1.536 120 7.0 1.2
1 cs }3y 984 Cher ked
-. ,PflJ ••• fl.%(
F 1 CLI 8L1kd F EE?EE% LAY- E E3LAmrn =x -h---
Job No:Cé26 FFDY SPECTRUM BL-DG 2 TREE
Elev. REF. Flow Pt Pt Pe Pt REF. Elev. FRICTION LOSS CALCULATIONS YelDcity
ft. POINT gpa psi psi psi psi POINT ft. Length Fitting Length Total Pflft Diam C Flow fps
14.00 002 )) 7.1 >> 44.44 -0.08 0.00 44.35 906 14.00 18.50 1 10.11 28.61 0.003 1.536 120 7.1 1.2
14.00 003 )) 24.9 >> 44.13 -1.83 0.00 42.30 511 14.00 50.00 1 10.11 60.11 0.031 1.536 120 24.9 4.3
14.00 901 >> 7.0 >> 44.35 -0.03 0.00 44.32 902 14.00 10.50 10.50 0.003 1.536 120 7.0 1.2
14.00 902 >> 7.0 >> 44.32 -0.03 0.00 44.29 903 14.00 10.50 10.50 0.003 1.536 120 7.0 1.2
14.00 903 )> 7.0 >> 44.29 -0.03 0.00 44.26 904 14.00 10.50 10.50 0.003 1.536 120 7.0 1.2
14.00 904 >) 7.0 >> 44.26 -0.03 0.00 44.23 905 14.00 10.50 10.500.003 1.536 120 7.0 1.2
14.00 S06 >> 7.1 >> 44.35 -0.03 0.00 44.32 907 14.00 10.50 10.50 0.003 1.536 120 7.1 1.2
14.00 907 >) 7.1 >> 44.32 -0.03 0.00 44.29 S08 14.00 10.50 10.50 0.003 1.536 120 7.1 1.2
14.00 908 >> 7.1 >> 44.29 -0.03 0.00 44.26 909 14.00 10.50 10.50 0.003 1.536 120 7.1 1.2
14.00 909 >> 7.1 >) 44.26 -0.03 0.00 44.23 910 14.00 10.50 10.50 0.003 1.536 120 7,1 1.2
0.00 SOR >> 343.2 >> 74.45 -0.21 0.00 74.24 UGI 0.00 14.00 61 52.00 66.00 0.003 6.080 150 343.2 3.8
14.00 911 >> 24.9 >> 42.30 -0.32 0.00 41.98 912 14.00 10.50 10.50 0.031 1.536 120 24.9 4.3
c:alcs By: 8914 Chec:ked 9/i /O
Ser : *310351* Hypercaic Procrarn by Crc:.wley Design Group , (215
Flow Diagram for FARADAY SPECTRUM BLDG 2 TREE
7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
V
7.0 7.0
V
7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1
V
14.1 14.1
V
24.9 24.9 24.9 24.9 113.7
39.0 99.7
23.6 23.6 109.8
62.6 209.5 1.
9.1 9.1 62.0
71.7 271.5
16.8 16.8 16.8
54.9 288.3
1.
C
23.9 23.9 23.9
31.0 312.2
31.0 31.0 31.0
M01
Fath Summary Printout for FARADAY SPECTRUM BLDG 2 TREE
Job No :C626 9/1/05 SyEtE?m: 1 Drinq 1 OF 1
. t h IJ a : 1 F rn c t B LA 1 'y
Principal path
Feeds Path:2 at Pt:402, Path:3 at Pt:403, Path:4 at Pt:408
Ref Elev. Pressure (p51) K Flow (gpi) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C:120)
COI 13.00 44.90 44.90 -7.0 1.44 1.408 1.00 1 6.62 7.62 0.004 -0.03 -0.43 (-1.00 )44.43 001
001 14.00 44.43 44.43 -7.0 1.21 1.536 18.50 1 10.11 28.61 0.003 -0.08 44.35 601
901 14.00 44.35 44.35 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.32 902
SOE 14.00 44.32 44.32 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.29 903
903 14.00 44.29 44.29 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.26 SO4
904 14.00 44.26 44.26 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.23 605
SOS 14.00 44.23 44.23 -7.0 1.21 1.536 39.50 1 10.11 49.61 0.003 -0.14 44.08 801
801 14.00 44.08 44.08 -7.0 1.06 1.639 1.00 1 8.73 9.73 0.002 -0.02 0.43 1.00 )44.50 AOl
AOl 13.00 44.50 44.50 -7.0 0.39 2.703 8.75 8.75 0.000 -0.00 44.49 A02
402 13.00 44.49 44.49 -1.1 -14.1 0.78 2.703 10.33 10.33 0.001 -0.01 44.49 403
403 13.00 44.49 44.49 113.7 99.7 5.56 2.703 11.75 11.75 0.025 0.30 44.78 404
404 13.00 44.78 44.78 109.8 209.5 11.68 2.703 11.75 11.75 0.100 1.17 45.96 405
405 13.00 45.96 45.96 62.0 271.5 15.14 2.703 12.00 12.00 0.161 1.94 47.90 406
406 13.00 47.90 47.90 16.8 288.3 16.08 2.703 12.00 12.00 0.180 2.16 50.06 407
407 13.00 50.06 50.06 23.9 312.2 17.41 2.703 12.00 12.00 0.209 2.51 52.57 408
408 13.00 52.57 52.57 31.0 343.2 19.14 2.703 18.00 21 12.43 30.43 0.249 7.58 0.43 1.00 )60.58 TOR
TOR 12.00 60.58 60.58 343.2 19.14 2.703 11.50 2L 12.43 23.93 0.249 5.96 3.91 9.00 )70.45 BOR
(C15O)
BOR 3.00 70.45 70.45 343.2 7.78 4.240 48.00 4LT 87.50 135.50 0.018 2.49 1.30 3.00 )74.24 1161
1161 74.24 74.24 343.2 3.78 6.080 14.00 61 52.00 66.00 0.003 0.21 74.45 SOR
SOR 74.45
F .. t h c : B B r I ci L... I r
Fed by path No.1
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C:120)
6.62 7.62 0.005 -0.03 -0.43 (-1.00 )44.44 002
10.11 28.61 0.003 -0.08 44.35 S06
10.50 0.003 -0.03 44.32 907
10.50 0.003 -0.03 44.29 908
10.50 0.003 -0.03 44.26 S09
10.50 0.003 -0.03 44.23 910
10.11 49,61 0.003 -0.15 44.08 802
8.73 9.73 0.002 -0.02 0.43 (1.00)44.49 402
CO2 13.00 44.91 44.91 -7.1 1.45 1.408 1.00 1
002 14.00 44.44 44.44 -7.1 1.22 1.536 18.50 1
906 14.00 44.35 44.35 -7.1 1.22 1.536 10.50
907 14.00 44.32 44.32 -7.1 1.22 1.536 10.50
908 14,00 44.29 44.29 -7.1 1.22 1.536 10.50
S09 14.00 44.26 44.26 -7.1 1.22 1.536 10.50
910 14.00 44.23 44.23 -7.1 1.22 1.536 39.50 1
802 14.00 44.08 44.08 -7.1 1.07 1.639 1.00 1
402 13.00 44.49
Ca lcs :e\ 85W fhec < Er, cJ By
S(--r : *310351* Hypercalc Frc'gram by Crow 1ev Design Group, (215) -337-7060
Path Summary Printout for FARADAY SPECTRUM BLDG 2 TREE
Job No:C2 9/1/05 System1 Draing1 OF 1
m NI c 3 (3 I i L_ I ri
Fed by path No.1
Feeds Path:5 at Pt:803
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Rv Rn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
C:12O)
CO3 13.00 44.93 44.93 -24.9 5.12 1.408 1.00 I 6.62 7.62 0.047 -0.36 -0,43 (-1.00 )44.13 D03
D03 14.00 44.13 44.13 -24,9 4.30 1.536 50.00 T 10.11 60.11 0.031 -1.83 42.30 511
911 14.00 42.30 42.30 -24.9 4.30 1.536 10.50 10.50 0.031 -0.32 41.98 912
912 14.00 41.98 41.98 -24.9 4.30 1.536 39.50 1 10.11 49.61 0.031 -1.51 40.47 803
803 14.00 40.47 40.47 138.6 113.7 17.24 1.639 1.00 T 8.73 9.73 0.369 3.59 0.43 (1.00 )44.49 A03
A03 13.00 44.49
Fed by path No.!
=
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C=120)
8.75 0.001 0.00 44.91 CO2
10.33 0.002 0.02 44.93 CO3
11.75 0.012 0.14 45.07 C04
11.75 0.029 0.34 45.41 C05
12.00 0.037 0.45 45.86 C06
12.00 0.023 0.27 46.13 C07
12.00 0.008 0.09 46.23 C08
6.62 7.62 0.070 0.53 -0.43 (-1.00 )46.33 808
20.22 120.22 0.046 5.49 51.81 BOB
8.73 9.73 0.033 0.32 0.43 (1.00)52.57 A08
CO 13.00 44.90 44,90 7.0 0.59 2.203 8.75
CO2 13.00 44.91 44.91 7.1 14,1 1.18 2.203 10.33
CO3 13.00 44.93 44.93 24.9 39.0 3.27 2.203 11.75
C04 13.00 45.07 45.07 23.6 62.6 5.26 2.203 11.75
C05 13.00 45.41 45.41 9.1 71.7 6.02 2.203 12.00
C06 13.00 45.86 45.86 -16.8 54.9 4.61 2.203 12.00
C07 13.00 46.13 46.13 -23.9 31.0 2.60 2.203 12.00
COB 13.00 46.23 46.23 31.0 6.37 1.408 1.00 1
808 14.00 46.33 46.33 31.0 5.35 1.536 100.00 11
BOB 14.00 51,81 51.81 31.0 4.70 1.639 1.00 1
408 13.00 52.57
t h NI t5 C3 1- I d L I
Fed by path No.3
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Rn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C120)
401 14.00 22.79 22.79 5.60 26.7 26.7 5.49 1.408 10.50 10.50 0.053 0.56 23.35 402
402 14.00 23.35 0.57 22.77 5.60 26.7 53.5 9.23 1.536 10.50 10.50 0.125 1.32 24.66 403
403 14.00 24.66 1.30 23.36 5.60 27.1 80.5 13.91 1.536 10.50 10.50 0.267 2.81 27.47 404
404 14.00 27.47 1.49 25.98 5.60 28.5 109.1 14.88 1.728 10.60 10.80 0.264 2.80 30.27 405
405 14.00 30.27 2.41 27.86 5.60 29.6 138.6 18.91 1.728 13.50 I 11.29 24.79 0.411 10.20 40.47 803
803 14.00 40.47
ics E3'./ 85W Chec:kE:ci Ev
Ser -*31( -1-* Hypercair Frc.qra.ni by c:r-c1ey Desiqn Group. (21)--337-70.)
Path Summary Printout for FARADA Y SPECTRUM BLDG 8 TREE
Job No:C26 9/1/()5 System:1 Drawingl OF 1
F . 1; h t c:
Principal path --------------
Ref Elev. Pressure (psi) K Flow (gp.) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C=120)
406 14.00 20.47 20.47 5.60 25.3 25.3 5.21 1.408 10.50 10.50 0.048 0.50 20.97 407
407 14.00 20.97 0.73 20.24 5.60 25.2 50.5 10.38 1.408 10.50 10.50 0.172 1.81 22.78 408
408 14.00 22.78 1.65 21.13 5.60 25.7 76.3 15.67 1.408 10.50 10.50 0.369 3.88 26.66 409
409 14.00 26.66 1.68 24.98 5.60 28.0 104.3 15.81 1.639 10.50 10.50 0.314 3.30 29.96 410
410 14.00 29.98 2.76 27.20 5.60 29.2 133.5 20.24 1.639 13.50 1 8.73 22.23 0.496 11.03 40.98 004
804 14.00 40.98
F.aktll l'c'
Principal path
Ref Elev. Pressure (psi) K Flow (qp) Veloc Diae. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(Cr120)
411 14.00 40.46 40.46 5.60 35.6 35.8 5.40 1.639 10.50 10.50 0.043 0.45 40.92 412
412 14.00 40.92 0.78 40.13 5.60 35.5 71.1 10.78 1.639 13.50 1 8.73 22.23 0.155 3.44 44.35 B05
805 14.00 44.35
C.olcs bvSSL' Ec:ked F:v
S e r *310351* Hypercaic Frcuqrarn by Croiey Des i n q Group. (215) -337-700
ASoso2jo
= = = = = = = = = = = = = = = = = = = = = = = = = = = =-----------------------------------
-3 Li N N A FR ''
D F
I—I V ID IS ( ii L.. I G
L. c ii L. r I D NI B
F C) F
ID V B F C T F Li N E L... 1DB 8 B FR. I ID
2218 FARADAY AVE.. CARLSBAD Ca
---------------------------------------------------------------------------------
= = = = = = = = = = = = = = = = = = = = = = = == = =
Bt L3 m I t t ci E4 'y
SHASTA SOUTHWEST 345 North Market Place Suite B Escondido Ca 92029
-----------------------------------------------------------------------------------------
Dsiqn Specifications Water Supply Information System Demand
Density : 0.200 110.00 psi @ 0.00 gpm 59.28 psi
Design Area 1500.00 100.00 psi @ 1547.00 gpm
311.8 QPM
+ 250.0 gpm Hose
cu .. 1 ID 'E m ax I--I ci 1 , 8 cg p iii C? . 88 p . j
1By's3tEE?m-Ea FEt'/ tc'i +C?.. 18 EEL
Notes- ESS II
tC hi iL
ti6il içt'%' fr
List of Fitting Abbreviations
Example: "E2TC" = one Std. Elbow., t wo C.1. TEE and one Checj:: Vs
Code:Description Code -Description Ccde:Description Code: Description
A Alarm Va H Vic 45 0 : V
B Butt tflyVa I Vic tee P CPVC 90 W
C Check Vs .1 Bo:t CPVC TEE X
D : DryFipeVa K : Wafer chk P : TEE ON RUN Y Copper Tee
C Std . Elbow L. LcsnqTurnEj S : CFVC 45 Z Copper 90
F : 45 E 1 b w M 1 C. I TEE
Gate Va N U CFVC COUF
Caics By: 88W Checked:9./i/OS
- V. --
SHASTA SOUTHWEST 345 NORTH MARKET PLACE. STE. B
A FIRE PROTECTION COMPANY ESCOND(DO, CA. 92029
CA. [(C. • 579318 C16 (760) 480-9210
FAX 480-9231
AUGUST 25, 2005
CARLSBAD FIRE PROTECTION SERVICES
1635 FARADAY AVE.
CARLSBAD, CA. 92008
REF: WATER FLOW TEST - FARADAY SPECTRUM
2200 BLOCK - FARADAY AVE.
15T HYDRANT - N.W. CORNER OF SITE (GAUGED)
2ND HYDRANT - APPRX. 300 FT. WEST (FLOWED)
BOTH HYDRANTS OFF EXIST. 18" MAIN IN FARADAY
STATIC PSI
RESIDUAL PSI
PETIO
FLOW
9:45 AM
110 PSI
100 PSI
85 PSI
1546.982 GPM
FIRE DEPT. MARTIN AGUILERA
WATER DEPT. DAVID
SHASTA SOUTHWEST RON SNODGRASS
TSA CONTRACTORS ALLEN
SHASTA SOUTHWEST
RON 1GRASS
CC: TSA CONTRACTING 858-784-3651 /
PARTNERS (CIVIL ENG.) 858-376-3555
rant Flow by Pito Pressure
Hydrant Flow
GPM=! 1546.982 I
Port size j
GPM = 2983 > 90x( port dia Squared ) x ( square root of pressure)
I
7
2½"& 3 Documented Flow Characteristics (including Shut-off valves)
.10
2 112-
o ioo 200 300 400 500 600 GPM
Flow Rate (GPM)
41 Documented Flow Characteristics (including shut-off valves)
Flow We (6Pm
6"Documented Flow CharacterIstIcs (including shut-off valves)
jic:I
0 250 500 750 1000 1200 1500 GPM
Flow We (GPM)
___________
•1
P Ames 3000ss - Weights & Dimensions (Inches) (uncrated)
SIZE A B C 0 E (Open) F NJ)
2'/2" 22" 37" 10" 3V2" 16" 12'/2" 155# 68#
3" 22" 38" 10" 33/4" 22" 13" 230# ' 70#
4" 22" 40" 10" 41/2" 231/2" 141/2" 240# 73#
6" 271/2" 481/2" 15" 5'/2" 30" 151W 1 390# 120#
8" 291/2" 52'/2" 15" 63/4" 373/4 . 181/4" 572# 180#
10" 29'/2" 551/2" 15" 8" 48" 19'/2" 774# 190#
12" 291/2" 1 571/2" 15" 91/2" 54" 21" 1044# 220#
I Physical Characteristics
Sizes - 2½' 3' 4' 6' 8' 10", 12"
Rated working pressure - 175 psi
Hydrostatic Pressure - 350 psi
Temperature range - 32°F - 110°F
Body material - 300 series stainless steel
Fran ge dimension in accordance with AWWA
Class 0
Assembly shall be ASSE 1048 approved for
vertical installations.
I Specifications
The double check detector assembly consists of two independently steel cam arm and spring, rubber faced disc and a replaceable seat. The
operating, spring loaded check valvs, two UL, FM, OSY resilient wedge body shall be manufactured from 300 series stainless steel, 100% lead
gate valves, and bypass assembly. The bypas assembly consists of a meter free, through the water way, with a single two-bolt grooved style access
(cubic ft. or gallons), a double check including shutoff valves and required cover No special tools shall be required for servicing. Double check
lest cocks. Each cam-check shall be internally loaded and provide a positive detector shall be 3000ss.
drip tight closure against reverse flow Cam-check includes a stainless
* *Contact the factory for specific approvals
b3u-666-24Y - 1485 lanforari AvènU& .......kO. Box 1387' VVoodlarid,'UA Yb/lb i-ax 53U-b66-39 14 M8254 3/00
I -. - .----.
136.
128.0_
120.
112.0_
104.0 N
96.0 NN
88.0_
80.0
72.O
*
:: 59.3 1 562)
*
48.0
*
40.0_
$ *
32.0_
24.0
16.0_
I *
8.0-
0,0-
0 1200 1800 2400 3000 3600 4200 4800 5400
Pressure vs. Flow
110 . 00 0 00
100 .00 1547.00
0 5654.62
ID Onk y' B F' EE C T FR Li F1 EEC L... ID (3 2 C-3 F< I ID
2B1B PDV ick 1E..
FBED
rcøLD M mr- = G4E
s,, 1 x cj
B1mm.kr 'y c f B P3 r I 'k'--k V: 1 C-- 1- rmcJ F1 c' F 1 CD
Job Nc'C626 FARADAY SPECTRUM BLDG 2 GRID
Design density .2
Supplied flow and pressure is based on 59.28 psi available at supply
108.46 psi is actually available
Calculations performed by velocity pressure method
Ref. PRESSURE 1< FLOW Percent Ref.
Pt. Pt Pv Pn Factor Actual Minimum Excess Pt.
soi 21.07 0.71 20.36 5.60 853 25.2 0.4% S01
902 20.49 0.24 20.25 5,60 25.2 25.2 0.0% S02
S03 20.44 20.44 5.60 25.3 25.2 0.4% S03
s04 20.58 0.34 20.24 5.60 25.2 25.2 0.0% st:
505 81.40 0.89 20.51 5.60 25.4 25.2 0.8% SOS
506 21.22 0.73 20.49 5.60 25.4 25.2 0.8% 906
807 80.63 0.24 20.38 5.60 25.3 25.2 0.4% 807
808 20.57 20.57 5.60 25.4 25.2 0.8% S08
S09 20.71 0.34 20.37 5.60 25.3 25.2 0,4% 809
810 21.52 089 20.63 5.60 25.4 25,2 0.8% S1O
811 27.62 2.7.62 5.60 29.4 25.8 16.7% Sil
38 27.36 29,3 25.2 16,3% 812
laica By: SSWJ
Ser*210351* Hypercaic Program by Crci1ey Design Grc'up q (215)-337-7060
F 1 c . rm ci F - - t....q. . B rn rn ZR i 'y
Job NoC86 FARADAY SPECTRUM BLDG 2 GRID
Elev. REF. Flow Pt Pf Re Pt REF.Elev. FRICTION LOSS CALCULATIONS Velocity
ft. POINT gpi psi psi psi psi POINT ft. Length Fitting Length Total P1/ft Diam C Flow fps
13.00 AOl <( 66.7 <( 32.53 0.11 0.00 32.63 A02 13.00 8.75 8.75 0.012 2.703 120 66.7 3.7
13.00 AOl >> 66.7 )> 32.53 -1.34 -0.43 30.76 801 14.00 1.00 1 8.73 9.73 0.137 1.639 120 66.7 10.1
13.00 A02 (<133.3 (< 32.63 0.45 0.00 33.08 A03 13.00 10.33 10.33 0.043 2.703 120 133.3 7.4
13.00 A02 >> 66.6 >> 32.63 -1.33 -0.43 30.86 802 14.00 1.00 1 8.73 9.73 0.137 1.639 120 66.6 10.1
13.00 A03 (<177.1 <( 33.08 0.86 0.00 33.94 A04 13.00 11,75 11.75 0.073 2.703 120 177.1 9.9
13.00 A03 >) 43.8 )) 33.08 -0.61 -0.43 32.03 B03 14.00 1.00 1 8.73 9.73 0.063 1.639 120 43.8 6.6
13.00 A04 ((200.0 <K 33.94 1.08 0.00 35.02 A05 13.00 11.75 11.75 0.092 2.703 120 200.0 11.2
13.00 A04 >> 22.9 >> 33.94 -0.19 -0.43 33.32 804 14.00 1.00 1 8.73 9.73 0.019 1.639 120 22.9 3.5
13.00 A05 <<223.2 << 35.02 1.35 0.00 36.37 A06 13.00 12.00 12.00 0.112 2.703 120 223.2 12.4
13.00 A05 >> 23.2 >> 35.02 -0.19 -0.43 34.40 805 14.00 1.00 T 8.73 9.73 0.019 1.639 120 23.2 3.5
13.00 A06 (<248.5 <K 36.37 1.65 0.00 38.01 A07 13.00 12.00 12.00 0.137 2.703 120 248.5 13.9
13.00 A06 >> 25,4 >> 36.37 -0.22 -0.43 35.71 806 14.00 1.00 1 8.73 9.73 0.023 1.639 120 25.4 3.8
13.00 AOl ((277.7 (K 38.01 2.02 0.00 40.03 408 13.00 12.00 12.00 0.168 2.703 120 277.7 15.5
13.00 407 >) 29.2 )> 38.01 -0.29 -0.43 37.29 807 14.00 1.00 1 8.73 9.73 0.030 1.639 120 29.2 4.4
13.00 408 >) 34.1 )> 40.03 -0.39 -0.43 39.21 BOB 14.00 1.00 I 8.73 9.73 0.040 1.639 120 34.1 5.2
13.00 408 (<311.8 <( 40.03 6.35 0.43 46.81 TOR 12.00 18.00 21 12.43 30.43 0.209 2.703 120 311.8 17.4
14.00 801 >> 66.7 )> 30.76 -9.35 0.00 21.40 SOS 14.00 39.50 1 10.11 49.61 0.189 1.536 120 66.7 11.5
14.00 802 >) 66.6 )) 30.86 -9.34 0.00 21.52 510 14.00 39.50 1 10.11 49.61 0.188 1.536 120 66.6 11.5
14.00 803 >> 43.8 ) 32.03 -4.29 0.00 27.74 512 14.00 39.50 T 10.11 49.61 0.086 1.536 120 43.8 7.6
14.00 804 >> 22.9 ) 33.32 -3.14 0.00 30.18 004 14.00 100.00 TI 20.22 120.22 0.026 1.536 120 22.9 4.0
14.00 805 >) 23.2 )> 34.40 -3.21 0.00 31.19 005 14.00 100.00 TI 20.22 120.22 0.027 1.536 120 23.2 4.0
14.00 806 >> 25.4 >> 35.71 -3.80 0.00 31.91 D06 14.00 100.00 TI 20.22 120.22 0.032 1.536 120 25.4 4.4
14.00 807 >> 29.2 )) 37.29 -4.91 0.00 32.38 007 14.00 100,00 TI 20.22 120.22 0.041 1.536 120 29.2 5.0
14.00 BOB >> 34.1 >> 39.21 -6.56 0.00 32.65 D08 14.00 100.00 IT 20.22 120.22 0.055 1.536 120 34.1 5.9
3.00 BOR >) 311.8 >) 55.71 -4.99 -3.91 46.81 TOR 12.00 11.50 21 12.43 23.93 0.209 2.703 120 311.8 17.4
3.00 BOR (<311.8 << 55.71 2.09 1.30 59.10 USI 0.00 48.00 4LT 87.50 135.50 0.015 4.240 150 311.8 7.1
13.00 COI (< 59.7 <K 27.68 0.23 0.00 27.92 CO2 13.00 8.75 8.75 0.026 2.203 120 59.7 5.0
13.00 COI X> 59.7 )> 27.68 -1.79 -0.43 25.47 DO! 14.00 1.00 T 6.62 7.62 0.234 1.408 120 59.7 12.3
13.00 CO2 ((119.8 <K 27.92 0.99 0.00 28.91 CO3 13.00 10.33 10.33 0.096 2.203 120 119.8 10.1
13.00 CO2 >> 60.1 >> 27.92 -1.81 -0.43 25.67 D02 14.00 1.00 1 6.62 7.62 0.238 1.408 120 60.1 12.4
13.00 CO3 <(134.7 <K 28.91 1.41 0.00 30.32 C04 13.00 11.75 11.75 0.120 2.203 120 134.7 11.3
13.00 CO3 )> 15.0 >) 28.91 -0.14 -0.43 28.34 D03 14.00 1.00 I 6.62 7.62 0.018 1.408 120 15.0 3.1
13.00 C04 <(111.8 (K 30.32 1.00 0.00 31.32 C05 13.00 11,75 11.75 0.085 2.203 120 111.8 9.4
13.00 C04 <K 22.9 (( 30.32 0.30 -0.43 30.18 004 14.00 1.00 T 6.62 7.62 0.040 1.408 120 22.9 4.7
13.00 C05 << 88.7 << 31.32 0.66 0.00 31.98 C06 13.00 12.00 12.00 0.055 2.203 120 88.7 7.4
13.00 COS <K 23.2 << 31.32 0.31 -0.43 31.19 005 14.00 1.00 1 6.62 7.62 0.041 1.408 120 23.2 4.8
13.00 C06 << 63.3 (K 31.98 0.35 0.00 32.34 C07 13.00 12.00 12.00 0.030 2.203 120 63.3 5.3
13.00 C06 << 25.4 <K 31.98 0.37 -0.43 31.91 006 14.00 1.00 1 6.62 7.62 0.048 1.408 120 25.4 5.2
13.00 C07 <K 34.1 (K 32.34 0.11 0.00 32.45 COB 13.00 12.00 12.00 0.009 2.203 120 34.1 2.9
13.00 C07 K< 29.2 (K 32.34 0.48 -0.43 32.38 007 14.00 1.00 1 6.62 7.62 0.062 1.408 120 29.2 6.0
13.00 COB <K 34.1 (K 32.45 0.63 -0.43 32.65 008 14.00 1.00 1 6.62 7.62 0.083 1.408 120 34.1 7.0
14.00 001 >> 59.7 >> 25.47 -4.39 0.00 21.07 501 14.00 18.50 1 10.11 28.61 0.153 1.536 120 59.7 10.3
1.00 002 >> 60.1 >> 25.67 -4.45 0.00 21.22 906 14.00 18.50 1 10.11 28.61 0.156 1.536 120 60.1 10.4
14.00 003 )> 15.0 > 28.34 -0.71 0.00 27.62 Sli 14.00 50.00 1 10.11 60.11 0.012 1.536 120 15.0 2.6
14.00 SQl >) 34.4 >) 21.07 -0.58 0.00 20.49 502 14.00 10.50 10.50 0.055 1.536 120 34.4 5.9
14.00 S02 >) 9.2 >> 20.49 -0.05 0.00 20.44 503 14.00 10.50 10.50 0.005 1.536 120 9.2 1.6
14.00 S03 <K 16.1 <K 20.44 0.14 0.00 20.58 904 14.00 10.50 10.50 0.014 1.536 120 16.1 2.8
14.00 904 <K 41.3 <K 20.58 0.82 0.00 21.40 905 14.00 10.50 10.50 0.078 1.536 120 41.3 7.1
14.00 S06 :> 34.9 >> 21.22 -0.59 0.00 20.63 907 14.00 10.50 10.50 0.056 1.536 120 34.8 6.0
14.00 907 )) 9.5 >> 20.63 -0.05 0.00 20.57 SOB 14.00 10.50 10.50 0.005 1.536 120 9.5 1.6
14.00 SOB 15.9 <K 20.57 0.14 0.00 20.71 909 14.00 10,50 1050 0.013 1.536 120 15.9 2.7
14.00 909 <K 41.2 <( 20.71 0.81 0.00 21.52 910 14.00 10.50 10.50 0.077 1.536 120 41.2 7.1
0.00 SOR >> 311.8 >) 59.28 -0.18 0.00 59.10 UGI 0.00 14.00 ST 52.00 66.00 0.003 6.080 150 311.8 3.4
14.00 911 << 14.5 <K 27.62 0.12 0.00 27.74 S12 14.00 10.50 10.50 0.011 1.536 120 14.5 2.5
--•
Flow Diagram for FARADAY SPECTRUM BLDG 2 GRID
59.7 59.7 34.4 9.2 16.1 41.3 66.7 66.7
59.7 66.7
60.1 60.1 34.8 9.5 15.9 41.2 66.6 66.6
119.8 133.3
15.0 15.0 14.5 43.8 43.8
134.7 177.1
22.9 22.9 22.9
111.8 200.0
23.2 23.2 23.2
88.7 223.2
25.4 25.4 25.4
63.3 248.5
29.2 29.2 29.2
34.1 277.7
34.1 34.1 34.1
M01
Path Summary Printout for FARADAY SPECTRUM BLDG 2 GRID
Job Nc'C626 9/1/05 System:1 Draing1 OF 1
F' .. t I-i NP i: 1 F: m c t ' t x Bt-t Bt-tp P 1 'y
Principal path
Feeds Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:AOB
Ref Elev. Pressure (psi) K Flow (gpi) Veloc Dia.. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Fn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C:I20)
COI 13.00 27.68 27.68 -59.7 12.26 1.408 1.00 1 6.62 7.62 0.234 -1.79 -0.43 (-1.00 125.47 601
001 14.00 25.47 25.47 -59.7 10.30 1.536 18.50 T 10.11 28.61 0.153 -4.39 21.07 901
SOt 14.00 21.07 0.71 20.36 5.60 25.3 -34.4 5.94 1.536 10.50 10.50 0.055 -0.58 20.49 902
S02 14.00 20.49 0.24 20.25 5.60 25.2 -9.2 1.59 1.536 10.50 10.50 0.005 -0.05 20.44 903
903 14.00 20.44 20.44 5.60 25.3 16.1 2.79 1.536 10.50 10.50 0.014 0.14 20.58 904
904 14.00 20.58 0.34 20.24 5.60 25.2 41.3 7.14 1.536 10.50 10.50 0.078 0.82 21.40 905
SOS 14.00 21.40 0.89 20.51 5.60 25,4 66.7 11.52 1.536 39,50 1 10.11 49.61 0.189 9.35 30.76 BO1
BOI 14.00 30.76 30.76 66.7 10.11 1.639 1.00 T 8,73 9.73 0.137 1,34 0.43 (1.00 )32.53 Aol
AOl 13.00 32.53 32.53 66.7 3.72 2.703 8.75 8.75 0.012 0.11 32.63 A02
402 13.00 32.63 32.63 66.6 133.3 7.43 2.703 10.33 10.33 0.043 0.45 33.08 A03
A03 13.00 33.08 33.08 43.8 177.1 9.87 2.703 11.75 11.75 0.073 0.86 33.94 A04
404 13.00 33.94 33.94 22.9 200.0 11.15 2.703 11.75 11.75 0.092 1.08 35.02 AOS
AOS 13.00 35.02 35.02 23.2 223.2 12.44 2.703 12,00 12.00 0.112 1.35 36.37 A06
406 13.00 36.37 36.37 25.4 248.5 13.86 2.703 12.00 12.00 0.137 1.65 38.01 A07
07 13.00 38.01 38.01 29.2 277.7 15.49 2.703 12.00 12.00 0.168 2.02 40.03 A08
408 13.00 40.03 40.03 34.1 311.8 17.39 2.703 18.00 EL 12.43 30.43 0.209 6.35 0.43 1.00 )46.81 TOR
TOR 12.00 46.81 46.81 311.8 17.39 2.703 11.50 EL 12.43 23.93 0.209 4.99 3.91 9.00 )55.71 BOR
(Cr150)
BOR 3.00 55.71 55.71 311.8 7.07 4.240 48.00 4LT 87.50 135.50 0.015 2.09 1.30 3.00 )59.10 1161
1161 59.10 59.10 311.8 3.44 6.080 14.00 61 52.00 66.00 0.003 0,18 59.28 SOR
SOR 59.28
N1c B t3r i ci L. I
Fed bypath No.1
Ref Elev, Pressure (psi) (K Flow (gpit) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Py Fn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C=120)
CO2 13.00 27.92 27.92 -60.1 12.35 1.408 1.00 1 6.62 7.62 0.238 -1.81 -0.43 (-1.00 125.67 602
602 14.00 25.67 25.67 -60,1 10.38 1.536 18.50 T 10.11 28.61 0.156 -4,45 21.22 906
S06 14.00 21.22 0.73 20.49 5.60 25.4 -34.8 6.00 1.536 10,50 10.50 0.056 -0.59 20.63 907
907 14.00 20.63 0.24 20.38 5.60 25.3 -9.5 1.64 1.536 10.50 10.50 0.005 -0.05 20.57 908
S08 14.00 20.57 20.57 5.60 25.4 15.9 2.75 1.536 10.50 10.50 0.013 0.14 20.71 S09
909 14.00 20.71 0.34 20.37 5.60 25.3 41,2 7.11 1.536 10.50 10.50 0.077 0.81 21.52 SIO
910 14.00 21.52 0.89 20.63 5.60 25.4 66.6 11.51 1.536 39.50 1 10.11 49.61 0.188 9,34 30.86 802
B02 14.00 30.86 30.86 66.6 10.11 1.639 1.00 1 8.73 9.73 0.137 1.33 0.43 (1.00 132.63 AOE
402 13.00 32.63
C aics 9v: SSW i:::hc:::E.d Ey
- -,
Path Summary Pr intcut for FARADAY SPECTRUM BLDG 2 GR II)
Job NoC2 9/1/05 System:1 Draing:1 OF
F',EFk t h NI c. : Z3 (Ei r I ci L I ri c
Fed by path No.1
Ref Elev. Pressure (psi) K Flow (gpe) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
=
C:120)
CO3 13.00 28.91 28.91 -15.0 3.07 1.408 1.00 1 6.62 7.62 0.018 -0,14 -0.43 (-1.00 128.34 003
D03 14.00 28.34 28.34 -15.0 2.58 1.536 50.00 T 10.11 60.11 0.012 -0.71 27.62 511
Sit 14.00 27.62 27.62 5.60 29.4 14.5 2.50 1.536 10.50 10.50 0.011 0.12 27.74 S12
512 14.00 27.74 0.38 27.36 5.60 29.3 43.8 7.56 1.536 39.50 T 10.11 49.61 0.086 4.29 32.03 803
803 14.00 32.03 32.03 43.8 6.64 1.639 1.00 T 8.73 9.73 0.063 0.61 0.43 (1.00 )33.08 A03
A03 13.00 33.08
F' t I-i NH ci : -i F r f"14Ek I r
Fed by path No.1
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Rn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
(C:120)
COI 13.00 27.68 27.68 59.7 5.01 2.203 8.75 8.75 0.026 0.23 27.92 CO2
CO2 13.00 27.92 27.92 60.1 119.8 10.05 2.203 10.33 10.33 0.096 0.99 28.91 CO3
CO3 13.00 28.91 28.91 15.0 134.7 11.31 2.203 11.75 11.75 0.120 1.41 30.32 C04
C04 13.00 30.32 30.32 -22.9 111.8 939 2.203 11.75 11.75 0.085 1.00 31.32 COS
C05 13.00 31.32 31.32 -23.2 88.7 7.44 2.203 12.00 12.00 0.055 0.66 31.98 C06
C06 13.00 31.98 31.98 -25.4 63.3 5.31 2.203 12.00 12,00 0.030 0.35 32.34 C07
C07 13.00 32.34 32.34 -29.2 34.1 2.86 2.203 12.00 12.00 0.009 0.11 32.45 COO
C08 13.00 32.45 32.45 34.1 7.01 1.408 1.00 1 6.62 7.62 0.083 0.63 -0.43 (-1.00 132.65 008
008 14.00 32.65 32.65 34.1 5.89 1.536 100.00 IT 20.22 120.22 0.055 6.56 39.21 BOB
BOB 14.00 39.21 39.21 34.1 5.17 1.639 1.00 1 8.73 9.73 0.040 0.39 0.43 (1.00)40.03 A08
A08 13.00 40.03
C i. cs b', SEN L:.hcc Ev
--'...r.-' ,,.......,.... ._.. r:'-.,-.-
A UTOMA TIC SPRINKLERS
GL SERIES OBE UPRIGHT • PENDENT
FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL
- HORIZONTAL SIDE WALL
CONVENTIONAL (OLD STYLE)
DESCRIPTIONAND OPERATION
The Globe GL Series Sprinkler is a low profile yet durable design
which utilizes a frangible glass ampule as the thermosensitive
element. While the Sprinkler provides an aesthetically pleasing
appearance, it can be installed wherever standard spray sprinklers
are specified. This sprinkler series is available in various styles,
orifices, temperature ratings and finishes to meet varying design
requirements. UPRIGHT CONVENTIONAL
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that contains
a precisely measured amount of fluid. When heat is absorbed, the
liquid within the bulb expands increasing the internal pressure. At
the prescribed temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This
results in water discharge which is distributed in an approved
pattern depending upon the deflector style used.
PENDENT VERTICAL
TECHNICAL DATA
SIDEWALL
See reverse side for Approvals and Specifications.
Temperature Ratings - 135°F (570C), 155°F (680C), 175°F (790C),
200°F (93°C), 286°F (141 OC), 360°F (182°C).
Water Working Pressure Rating - 175 psi (12 Bars).
Factory tested hydrostatically to 500 psi (34 Bars).
Maximum low temperature glass bulb rating is -67°F (-550C).
Frame - bronze • Deflector - brass • Screw - brass
Bulb seat - copper # Spring - niclel alloy e Seal - teflon HORIZONTAL SIDEWALL
Bulb - glass with glycerin solution, 5mm size.
SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517-846-4583 • FAX 517-846-9231
NOVEMBER 2000 A-I2 BULLETIN GL5661
f'eg"SIIñPRINKLERS
GL SERIES
UPRIGHT PENDENT VERTICAL SIDEWALL
HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE)
SPECIFICATIONS
NOMINAL "K FACTOR THREAD SIZE LENGTH FINISHES
2.8 (39 metric) 1/2" NPT 2-1/4" (5.7 cm) Factory Bronze
**Satin Chrome
4.2 (59 metric) 1/2" NPT. 2 1/4" (5.7 cm) Bright Chrome
White Polyester+
5.6 (80 metric) 112" NPT 2 1/4" (5.7 cm) Black Polyester+
7.8 (III metric) 1/2" NPT 2 1/4" (5.7 cm) Wax Coated
Lead Coated
8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Wax over Lead
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
APPROVALS
*HORjZO.fl'AI SIDEWALL IS29/I6".
FINISHES AVAILABLE ON SPECIAL ORDER.
tmWAX COATING UL LISTED UP TO 2007 ONLY.
+ AVAILABLE AS Ut. AND C-UL LISTED CORROSION
RESISTANT WHEN SPECIFIED ON ORDER.
K 135F 55°F I75F 200°F 286°F CANADIAN NYC -(lOB
STYLE MODEL FACTOR 57°C 680C 790C 93°C I4I0
360°F
( I82 ( U.L ' " MEA I01-92-E
GU861 18 X X X X X X X x .- x
GL4261 4.2 X X X X X X X x - x
UPRIGHT GL5661- 5.6 X X X X X X x x x x
GL8161 7.8*X X X X X X X X X x
GL8164 8.1 X I X X I X X I X X X x x
GL2851 18 X X X X X X X x - x
GL4251 4.2 X X X X X X X x --- x
PENDENT GI$65 I 5.6 X X X X X X X X X x
GL8I5I 7.8* X X X X X X X X X X
GL8156 8.1 X X X X X X X X X X
VERTICAL GL5675 5.6 X X X X X X X X
SIDEWALL t GL8176 8.1 X X X X X X X X - --
G12870 18 X X X X X X X X -- x
HORIZONTAL G14270 4.2 X X X X X X X X -- x
SIDEWALL GL5670 5.6 X X X X X X X X X X
GL8I.71 8.1 X X X X X X X X -- X
CONVENTIONAL GL5668 5.6 X X X X X X --- -.- --- -
(OLD STYLE) GL8 169 8.1 X X X X X X --- --- --
HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING. FM APPROVED 4" TO 6.
f VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY.
PENDENT VERTICAL SIDEWALL UL LISTED FOR 6' MIN. SPACING.
ORDERING INFORMA TION UPRIGHT VERTICAL SIDEWALL UL LISTED FOR TMIN. SPACING.
SPECIFY
Quantity Model Number Style
Orifice Thread Sizes Temperature
Finishes desired
Quantity - Wrenches - P/N 325390 (112"):
P/N 312366 (L.O.)
0-a"11 LOBE
FIRE SPRINKLER
CORPORATION
GLOBE® PRODUCT WARRANTY
Globe agrees to repair or replace any of its own manufac-
tured products found to be defective in material or workman-
ship for a period of one year from date of shipment.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
517-846-4583 FAX 517-846-9231
1-800-248-0278 www.globesprinkler.com
NOVEMBER 2000 PRINTED U.S.A. BULLETIN GL5661
DynamThread 0
Full Line Sch-40 Replacement
Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value.
Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety
and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages.
Dyna-Thread's inside diameter is up
to 3.6% larger than Sch-40 giving it
superior hydraulics. And, when used
in combination with Dyna-Flow pipe,
down sizing often occurs.
Dyna-Thread is fully listed and
approved by UL, ULC, and FM for
fire sprinkler applications.
The life expectancy of Dyna-Thread
and Sch-40 are equal based on the
calculated wall thicknesses per UL.
The consistent quality of steel used to
make Dyna-Thread facilitates smooth
threading and lower maintenance
costs.
The exterior of Dyna-Thread is
protected by a clean, durable mill
coating for extended shelf life and
easy paint application.
@ <S> @
Listed Approved Listed
With its increased strength and lighter
weight, Dyna-Thread reduces
installation fatigue and is ideal for
retro-fit applications.
Corrosion Resistance Ratio (CRR) is a
UL (Underwriters Laboratory) term for
the estimated life expectancy of a pipe
joint. This is based on the calculated
wall thickness at the base of the first
exposed thread, assumed to be the
weakest point of the pipe length. Dyna-
Thread and Sch-40 have the same
calculated wall thicknesses at this point
and are both assigned the same CRR of
1.00.
The internal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial
Formula, "ABF". In scientific laboratory
test, ABS proved to have superior
resistance to microbial colonization of
pipe walls, thereby delaying or possibly
preventing the onset of
Microbiologically Influenced corrosion
(MIC) when the First Sprinkler System
is first installed.
More wall thickness at the thread
(CRR1.00) gives Dyna-Thread
better life expectancy than lightwall
threadable pipe joints.
Unlike lightwall threadable pipe,
Dyna-Thread has no thread gauge
warning.
Dyna-Thread is approved for
standard hanger spacing (15 ft.
O.C.), can be used as earthquake
sway bracing, and is safe to use as
drops.
Dyna-Thread is safer to weld on.
Dyna-Thread is more widely
accepted than lightwall threadable
where Sch40 is specified.
Super 40/Dyna-Thread pipe is
manufactured to meet: ASTM A-135,
Grade A and is in compliance with
NFPA- 13. All sizes of Super 40fDyna-
Thread are rated at 300 psi working
pressure. Super 40/Dyna-Thread is UL
and ULC Listed for wet, dry deluge and
pre-action sprinkler systems and FM
Approved for use in wet systems. Super
40fDyna-Thread can be "hot-dip"
galvanized to meet FM requirement for
dry systems. Super 40/Dyna-Thread is
approved for all threaded couplings and
welded outlets and is suitable for all
roll-grooved, and plain-end fittings.
(See listing information).
Specifications
NPS Nominal I.D. WI. WI. (H20 Filled) R WVUIt (21') Wlitlft (24') W14.Ift (25'
In; mm In; mm Lbs/Ft; Kg/rn Lb&'fl, Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg
1.080 1.330 1.75 70 1955 2234 232
25 27.4 2.0 2.60 70 887 1013 1051
1Yi' 1.408 1.870 2.54 51 2002 2288 2381
32 35.8 2.8 3.78 51 908 1038 108
1W 1.639 2.290 3.22 44 2115 2418 2511
40 41.6 3.4 4.79 44 959 1097 114
2.104 3.050 4.57 30 1921 2196 228;
50 53.4 4.5 6.80 30 871 996 103
tqCtJ/Flow Control () JliecJ 16100 S. Lathrop• Harvey, IL 60426 Customer Service:
11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543
TUBE &CONDUIT 2525 N. 27thAve. 'Phoenix, AZ 85009 Fax 708-339-1806
S3 -3
Dynä-Flow®
High Strength Steel Pipe
The original high-strength llghtwali sprinkler pipe with hydraulics superior to Schedule-10.
Dyna-Flow pipe is the "original" high-
strength lightwall sprinkler pipe. Dyna.
Flow has outstanding hydraulic
capabilities and is recognized as the
most popular alternative to Schedule-10
pipe. Lightweight, easy to cut and easy
to handle for installation. Dyna-Flow is a
valuable addition to any fire protection
system.
With an inside diameter of up to 11%
larger than Schedule-40 and up to 7%
larger than Schedule- 10, Dyna-Flow
pipe hydraulics are exceptional Larger
I.D.s enable Dyna-Flow, and related
components, to be down-sized within the
system, thus increasing the potential for
job cost savings. For complete Hazen-
Williams charts, refer to "Dyna-Flow
Hydraulic Data Tables:'
Spe cifications
NPS Nomlual P.O. WI. WI. (H20 FIlled) Pa/ WVtlft (21') WIAJI! (24') Wtitlft (25'
In; mm In, mm Lbtht;Kg/m Lbsñt Kg/rn Lift Lbs;Kg Lbs;Kg Lbs;Kg
1.191 0.830 1.31 91 1,586 1,812 1,888
25 30.3 1.2 1.95 91 719 822 856
11/4, 1.536 1.059 1.87 61 1,356 1,550 1,615
32 39.0 1.6 2.78 61 615 703 733
1W 1.728 1.667 2.71 61 2,135 2,440 2,542
40 43.9 2.5 4.03 61 968 1107 1153
2.203 2.104 3.79 37 1,634 1,868 1,946
50 56.0 3.1 5.64 37 741 847 883
21h' 2.703 2.564 5.10 30 1,615 1,846 1,923
65 68.7 3.8 7.59 30 733 837 872
3.314 3.387 7.18 19 1,351 1,544 1,608
80 84.2 5.0 10.69 19 613 700 729
4.310 4.473 10.86 19 1,784 2,039 2,124
90 109.5 6.7 16.16 19 809 925 963
Dyna-Flow products are coated with
an environmentally approved and
specially formulated modified-acrylic or
water-based coating. This durable coating
is paintable. The black coating acts as
an excellent primer and is resistant to
weathering and U.V. degradation from
outdoor storage.
Metallurgical properties provide excellent
fabrication characteristics for end prep
finishes, welding and roll grooving.
There is no special process or equipment
needed for fabrication and installation.
The internal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial
Formula, "ABF". In scientific laboratory
test, ABS proved to have superior
resistance to microbial colonization of
pipe walls, thereby delaying or possibly
preventing the onset of Microbiologically
Influenced corrosion (MIC) when the
First Sprinkler System is first installed.
Dyna-Flow/Super Flo pipe is manufac-
tured to meet ASTM A-795 Type E,
Grade A and is in compliance with
NFPA-13 and NFPA-14. All sizes of
Dyna Flow/Super Flo are UL Listed, FM
Approved and ULC Listed.
@ <S> @
Listed Approved Listed
Dyna-Flow/Super Flo is UIJULC Listed
for use with roll grooved, plain-end
couplings, and welded joints for wet, dry,
preaction and deluge systems. It is FM
Approved for roll grooved, plain-end, and
welded joints for wet systems. Refer to
appropriate documentation for up-to-date
listing and approval information. Dyna-
Flow/Super Flo is now available "hot-
dip" galvanized and has been specifically
approved by FM for dry systems uses.
Lightweight and easy to install,
resulting in more efficient use of your
freight and labor dollars.
Provides stability needed to comply
with standard hanger spacing
(15 ft O.C.) per NFPA.
Available in Standard lengths for your
convenience, or can be ordered in
custom lengths upon approval.
Fast cutting and welding, as well as
easy roll grooving and end preparation.
Available in Factory roll grooved form
for quicker shop turnaround.
Clean, durable mill coating provides
longer "shelf life" and acts as an
excellent primer for custom paint
applications.
tyca/Flow Control 16100 S. Lathrop• Harvey, IL 60426 Customer Service:
Pr dhed 11350 Norcom Rd. Philadelphia, PA 19154 (800) 8825543
TUBES CONDUIT 2525 N. 27th Ave. Phoenix, AZ 85009 Fax 708-339-1806
S2 -3
COUPLINGS
For Grooved End IPS Pipe
STYLE 07 ZERO-FLEX®
STANDARD RIGID COUPLING
Rigid alternative for grooved piping
systems
Patented angle-pad design
Uses standard or Flush.Sealm gaskets
Provides positive clamping for rigidity
Available r-24
I
Request VS-007 for submittal. Pate
Max. Max. Allow. at Coupling Dimensions Approx.
Pipe Work End Pipe Bolt/Nat Weight x Y J z
Nominal D.D. Press, Load End f No -Size Each
Size Inches P61 Lhx. Sep. In. Inches Inches lbs.
Inches mm bPs N mm mm millimeters to
11W - 2-%x2 245
33,7 517$ 2895 t,2 62 105 40 8,7
1¼ T 42.4 5175
1W
/220
0.86 t,2 2-3/xx2 66 102 48 0,7
1.900 750 1W 0.86 2-%x2 2. 1F 7.6
1 h 48.3 5175 9455 1,2 75 122 48 0,7
- 2 2.375 2½x2',S
23
68.3 5175 t77O 1.7 81 141 48 1,0
- 2½ 2.875
73,0
750
5175
4870
21670
001
1.7 2-½x234 98 156 48
28
1.3
-
30.0. 3.000 7505300 001 x7O,0425 575 186 3
76,t 5175 2/585 1,1 198 146 47 1.0
-3.500 3 88.9
750
5175
Th
3/tOS
öV
1,7 2-½x2½ 450
1t6 173
1.86
48
T
1 1,4
4.500 750 115 - 2-½x23/s 581 8.25
4 tt4,3 5175 53065 4,1 148 210 52 2,2
-
4¼ O.D. . 5175 4/325 0,16 4,1 270,0 141 189 52 2,4
-
5
--
5.563 - 750 18,230 - 2%x31/x 706 9.75
141,3 5175 8t120 4.1 179 248 52 3.2
5¼ O.D. 1W 133,0 4825 6/395
Th 0 2-16x62,5 6 .36
174
9.18 233
2.06 52
7.4
3,4
5½ 0.0. 5.500 139,7 4825
25 73980 4,1 282,5 6.94
176 239 52 3.4
6 1W 168.3
700 4825
W
10(358
0.16
4,1 2-%x3¼ 8.95 17
273
2.068.7
52 3.9
61/4 O.D. 6.250
159.0
700
4825 95/20
0.16 4,1 2 82,5 85
199 18
259
298
52 1 9.2
4.2
6½ O.D. t65,t
101 4825 2 5
10/305
0 4,1 2-%x3¼ 203
75 273
298
52
7.2
3.2
1W 36 0 2-31sx4¼ 25 13.60 2.60 W
B 219,1 4130 i5/g95 4.8 260 343 64 6.0
-10.750 10 500 W - 2-x6½
273.0 3450 201945 33 327 426 65 11,3
12 1W
323.9 2750 22/260
W 3.3
- 2-7,x6½ 11
378 470 65
28.2
12.8
-
14 14.000 300 0.125 48180 3-%x5 16.19 19.75 2.94 32.8
355,6 2065 25/503 3.2 411 502 75 t4,9
16
60 0005 3-7,4x5
2985 25/425 3.2 407 553 75 1 18.7
18. 2060 23.88 106 54.2
18 457,0 2065 3/5715 3,2 3'/nXS 526 688 78 24.6
-20.ODO 20
- --
30D 94
0.125 41x5 23.00 27.38 3.06 67.2
500,0 2065 41é300 3.2 - 584 695 78 30.5
- 24 2 200 'M 0
- 1 x5 689
3360 3.93 T
610,0 1725 2.3 800 79 34,6
Refer to Notes below. o Number of bolts required equals number of housing segments.
OFor field installation only. Zero-Flea Style 07 couplings are essenti
a
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r
i
g
i
d
a
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d
o
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s
i
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i
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.
(Metric thread size bolts (plated) are available (color coded gold) f
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.
Contact Victaulic for details.
STYLE 005 FIRELOCKTM RIGID COUPLING
FOR FIRE PROTECTION SERVICES
Rigidity lot lire protection piping
UUFM/ULC approved
Patented angle-pad design
Supplied with Grade E (Type A) gasket
Support/hanging to NFPA 13
Request 15-005 for submittal.
Patented
Max. Max. Allow. Coupling Dimensions Approx.
Pipe Work End Pipe 808/Nut Weight x I Y
Nominal O.D. Press. Load Endt No-Size Each
Inches
size Inches P51 Lbn. Sep. In. Inches Lbs.
Ittcitet mm lips N mm mm nrtlllmatera ha
2.375 1 i 1W 1.6
2
3.41 4.50 I 1.86
60,3 1206 3450 1,7 87 87 114 I 47 0.7
2h 2.875 175 1.135 2-%x2½07 5 88
73,0 1200 5000 t ,7 99 129 47 0,9
30.0. 3-100 175 2-10x63,0 - 1.9
76,1 1200 5495 17 104 133 47 0.9
3 3.500 175 1.685 0.07 2-%x2½
588 fl
88.9 1200 /190 1,7 115 144 47 1.0
4 4.500 2 SO 1/735175 0.16 2-%,e2½ -- 5.71 w
114,3 t206 4,1 145 175 53 1.4
41A D.C.4.250 175 2482 0.16 2-10x63,0
108.0 1295 11045 4.1 140 175 53 1.4
5 5.563 175 T 2-½x23/, 665
141.3 1200 18920 4.1 174 220 53 2.0
5/s O.D. 5.250
133.0 1206
85
16845 4.1 212x70,0 560
t68
866
220 53
45 2.0
5/s 0.0. 5500 175 4155 0.16 212x70,0 6.81 8.66 TiT Ti
139,7 t288 18490 4,1 173 220 53 2.2
- 6 625 175 6030 2-/zx23A 291 72 2M7 0
1 60,3 201 247 53 2,3
6¼ O.D. 0 175 5365 0.16 2-12x70,0 7.6093
9.72 2.07 5.5
159,0 1295 23875 4.1 1 247 53 2.5
'Refer to Notes below
)Ftx field installation only. FireLocic couplings are essentially rigid and do not permit expansion/contraction.
(Metric thread size bolts (plated) are available (color coded gol
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sizes upon request.
Contact Victaulic for details.
STYLE 75 FLEXIBLE COUPLING
Flexible coupling for moderate pressures
up to 500 PSI (3450 kPa)
Up to 50% lighter weight than Style 77
Request VS-075 for submittal.
R
9 Refer to Notes to the felt.
8 Number of bolts eqauls number or housing segments.
o Style 74 Couplings.
O Metric thread size bolts (plated) are available (color coded g
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Viclauhc lot dora/s.
n POTTER VSR-F
VANE TYPE WATERFLOW
The Symbol of Protection ALARM SWITCH WITH RETARD
U.S. Pat. No. 3921989
Canadian Pat. No. 1009680
Other Patents Pending
Potter Electric, Rd., 1990
GENERAL INFORMATION
The Model VSR-F is a vane type waterflow switch for use on wet
sprinkler systems. It is UL Listed and FM Approved for use on
steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru
200mm).
LPC approved sizes are 2' thru 8" (50mm thru 200mm).
The unit may also be used as a sectional waterflow detector on
large systems.
The unit contains two single pole, double throw, snap action
switches and an adjustable, instantly recycling pneumatic re-
tard. The switches are actuated when a flow of 10 gallons per
minute (38 Lpm) or more occurs downstream of the device. The
flow condition must exist for a period of time necessary to over-
come the selected retard period.
ENCLOSURE: The unit is enclosed in a general purpose, die-
cast housing. The cover is held in place with two tamper resis-
tant screws which require a special key for removal. A field in-
stallable cover tamper switch is available as an option which
may be used to indicate unauthorized removal of the cover. See
bulletin no. 5400775 for installation instructions of this switch.
UL, ULC and CSFM Listed, FM and LPC Approved, NYMEA
Accepted, CE Marked
Service Pressure: Up to 450 PSI (31 BAR)
Minimum Flow Rate for Alarm: 10 GPM (30 Lpm)
Maximum Surge: 18 FPS (10 m/s)
Contact Ratings: Two sets of SPOT (Form C)
15.0 Amps at 125/250VAC
2.0 Amps at 30VDC Resistive
Conduit Entrances: Two knockouts provided for 1/2" conduit
Environmental Specifications:
Suitable for indoor or outdoor use with factory installed
gasket and die-cast housing.
NEMA 4/I P54 Rated Enclosure - use with appropriate
conduit fitting.
Temperature Range: 40°F/1 20°F, 4.5°C/490C
Non-corrosive sleeve factory installed in saddle.
Caution: This device is not intended for applications in explosive
environments.
Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8"
BS 1387 pipe 50mm thru 200mm
Note: For copper or plastic pipe use Model VSR-CF.
Service Use:
Automatic Sprinkler NFPA-1 3
One or two family dwelling NFPA-1 3D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Optional: Cover Tamper Switch Kit, Stock No. 0090018
INSTALLATION: See Fig.2
These devices may be mounted on horizontal or vertical pipe.
On horizontal pipe they should be installed on the top side of the
pipe where they will be accessible. The units should not be in-
stalled within 6" (15cm) of a fitting which changes the direction of
the waterflow or within 24" (60 cm) of a valve or drain.
Drain the system and drill a hole in the pipe using a circular saw
in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices
require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm
±2mm). All other sizes require a hole with a diameter of 2" ±1/8"
(50mm ±2mm).
Clean the inside pipe of all growth or other material for a dis-
tance equal to the pipe diameter on either side of the hole.
Roll the vane so that it may be inserted into the hole; do not bend
or crease it. Insert the vane so that the arrow on the saddle
points in the direction of the waterflow. Install the saddle strap
and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of
torque (see Fig. 2). The vane must not rub the inside of the pipe
or bind in any way.
Specifications subject to change without notice.
Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146.4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com
PRINTED IN USA MKT. #8800001 . REV T PAGE 1 OF 2
MFG. #5400761 . 10/01
Notes:
Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwr
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specified in UL Standard 464. UL temperature range is -300 to 150°F (-340 to 660C).
Typical dB ratings are calculated from measurements made with a conventional sound level meter and a
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output levels in an actual installation.
SIZE
INCHES
(mm)
VOLTAGE MODEL NO. STOCK NO. R CURRENT
MX4
TYPICAL dO
AT 10 FT.
(3m) (2)
MINIMUM dB
AT 10 FT.
(3m) (1)
6(150) 12VDC PBD126 1706012 .12A 85 76
8(200) 12VDC PB0128 1708012 .12A 90 76
10(250) 12VDC P801210 1710012 .12A 92 76
6(150) 24VDC P8D246 1706024 .064 87 76
8 (200) 24VDC P80248 1708024 .064 91 79
10(250) 24VDC P8D2410 1710024 .064 94 79
6(150) 24VAC P84246 1806024 .17A 91 76
8 (200) 24VAC P84248 1808024 .17A 94 76
10 (M) 24VAC P842410 1810024 .17A 94 76
6(150) 120VAC PBA1206 1806120 .054 92 82
8(200) 120VAC P841208 1808120 .054 99 82
10(250) 120VAC P8412010 1810120 .054 99 85
(E)POTTER
The Symbol of Protection
BELLS
PBA-AC & PBD-DC
UL Usted, FM Approved
Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm)
Voltages Available: 24VAC
1 2OVAC
12VDC(10.2to 15.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or outdoor use (See Note 1)
-400 to 150°F (-400 to 66°C)
(Outdoor use requires weatherproof
backbox.)
Termination: 4 No. 18 AWG stranded wires
6" BELL SHOWN Finish: Red powder coating
Optional: Model BBK-1 weatherproof backbox
These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have
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sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indo
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a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK
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1500001.
ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:
Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 1 www.pottersignal.com
PRINTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2
MFG. #5400T76 - 3199
a PLC To
INCORPORATED
CORONA, CA (909)737-5599
Fig. 200
"Trimline" Adjustable Band Hanger
Size Range— 1/2 thru 8 inch pipe.
Material— Carbon Steel, Mu. Galvanized to G-90
specifications.
Function - For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features
(1/2 thru 2 inch) Flared edges ease installation for all
pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut from
separating with hanger. Hanger is easily installed
around pipe.
(2-1/2 thru 8 inch) Spring tension on nut holds it
securely in hanger before installation. Adjusting nut is
easily removed.
Approvals - Underwriters' Laboratories Listed (1/2"
thru 8") in the U.S. (UL) and Canada (cUL) for steel
and CPVC plastic pipe and Factory Mutual
Engineering Approved (3/4" thru 8"). Conforms to
Federal Specifications WW-H-171E, Type 10, and
Manufacturers Standardization Society SP-69, type 10.
Maximum Temperature - 650°F.
Finish - Mil. Galvanized, for Stainless Steel materials
order Tolco Fig. 200WON.
Order By— Figure number and pipe size.
PIPE ROD SIZE MAX. REC. APPROX.
SIZE INCH METRIC* A B LOAD LBS. WTJ100
1/2 3/8 8mm 0r10mm 3-1/8 2-5/8 400 11
3/4 3/8 8mm or 10mm 3-1/8 2-1/2 400 11
1 3/8 8mm or 10mm 3-3/8 2-5/8 400 12
1-1/4 3/8 8mm or 10mm 3-3/4 2-7/8 400 13
1-1/2 3/8 8mm or 10mm 3-7/8 2-7/8 400 14
2 3/8 8mm or 10mm 4-1/2 3 400 15
2-1/2 3/8 10mm 5-5/8 4-1/8 600 27
3 3/8 10mm 5-7/8 4 600 29
3-1/2 - 3/8 10mm 7-3/8 5-1/4 600 34
4 3/8 10mm 7-3/8 5 1000 35
5 1/2 12mm 9-1/8 6-1/4 1250 66
6 1/2 12mm 10-1/8 6-3/4 1250 73
8 1/2 12mm 13-1/8 8-3/4 1250 136
*Order Fia. 200M
5/24/2001 -89-
CAL C o
INCORPORATED
CORONA, CA (909)737-5599
@C@ Fig. 25
Surge Restrainer
Size Range - One size fits 3/4 thru 2 inch pipe.
Material- Steel.
Function - Designed to be used in conjunction with Tolco Band
Hangers to restrict the upward movement of piping as it occurs during
sprinkler head activation or earthquake type activity. The surge
restrainer is easily and efficiently installed by snapping into a locking
position on the band hanger. This product is intended to satisfy the
requirement as indicated in the National Fire Protection Association
(NFPA #13,1999 Edition), 6-2.3.3, 6-2.3.4, and A-6-2.3.3. Can be used
to restrain either steel pipe or CPVC plastic pipe.
Approvals - Underwriters' Laboratories Listed QniY when used with
Tolco band hangers Fig. 2, 2 NFPA, and 200, in the USA (UL) and
Canada (cUL).
Finish - Pre-Galvanized.
Note—Available in Electro-galvanized and HDG finish.
Order By- Figure number and Tolco band hanger, size from 3/4 thru 2.
Patent #5,344,108
5/24/2001 -44-
0L C To._____ INCORPORATED
CORONA, CA (909)737-5599
4 Fig.
® ® Threaded Side
58
Beam Bracket
Size Range— 3/8 inch rod, pipe sizes 1/2 thru 4 inch.
Material— Carbon Steel
Function - Practical and economical bracket used to
support piping from wood, concrete or steel beams.
Features - Unique design allows rod to be easily
threaded into bracket. Offset design permits unlimited
rod adjustment. Center mounting hole will accept 3/8
and 1/2 inch fastener bolts. Per N.F.P.A. #13: 1/2 thru
2 inch pipe requires 3/8 inch fastener, 2-1/2 thru 4 inch
pipe requires 1/2 inch fastener.*
Approvals - Underwriters' Laboratories Listed in the
USA (UL), and Canada (cUL), and Factory Mutual
Engineering Approved through 4 inch pipe.
*Note_Additionally U.L. has listed the Fig. 58 with
fasteners as shown in table below.
Finish - Plain.
Note—Available in Electro-Galvanized finish.
Order By— Figure number and finish.
Patent #5,702,077
2- 1/4x2Lag Bolts
(No Pre-drilling) Up
to 4 inch Pipe
Per NFPA
1- Lag Bolt —\
Up To 4 inch Pipe \ -
2- #16 x 2
Drive Screws
1/2 Thru 2 inch Pipe
U.L. Listed Fastener Table
Pipe Size Qty. Fastener Type Material
2 2 #16 x 2 Drive Screws Wood
2 1 3/8 Lag Bolt Wood
2-1/2--4 1 1/2 Lag Bolt Wood
4 2 1/4 x 2 Lag Bolts* Wood
4 2 1/4 x 1 tek screws 14 gauge
4 2 1/4 x 1 tek screws 16 gauge
*No pre-drilling required.
ROD MAX. REC. APPROX. PIPE SIZE SIZE A B C LOAD LBS.* WTJ100
1/2 thru 4 3/8 2-3/4 1-1/2 1-1/8 300 14
Safety Factor of 5
5/24/2001 -57-
2-114x1
ek Type Screws
Into Mm. 16Ga. Steel
UpTO4 inch Pipe
Bolt & Hex Nut
Up To 4 inch
2- 1/4 x 1 Tek Type Screws Pipe
into mm. 14Ga. Steel
for 1/2 Thru 4 inch Pipe
CAL C o
INCORPORATED
CORONA, CA (909)737-5599
@C@ Fig. 980
State of California Universal Swivel Sway Brace Attachment OSHPD Approved
Size Range - One size fits bracing pipe 1 thru 2 inch, lolstrut 12 gauge channel,
and all structural steel up to 1/4 inch thick.
Material— Carbon Steel.
Function - Multi-functional attachment to structure or braced pipe fitting.
Features - This product's design incorporates a concentric attachment opening
which is critical to the performance of structural seismic connections. NFPA 13
(1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are
based only on concentric loading. Fits multiple sizes of bracing pipe, strut or
structural steel. Mounts to any surface angle. Break off bolt head assures
verification of proper installation.
Application Note - Install per NFPA #13 and/or Tolco's State of California
OSHPD Approved Seismic Restraint Manual.
Installation - Place bracing component into jaw fully and tighten bolt until head
breaks off.
Approvals - Underwriters' Laboratories Listed in USA (UL), and Canada (cUL).
Approved by State of California Office of Statewide Health, Planning and
Development (OSHPD). Refer to Tolco's State of California Approved Seismic
Restraint Products Manual.
Note - The Fig. 980 Swivel Attachment and the Fig. 1000 OFast Clamp, Fig.
2001, or Fig. 4A Pipe Clamp, make up a sway brace system of (UL) Listed
attachments and bracing materials which satisfies the requirements of
Underwriters' Laboratories and the National Fire Protection Association (NFPA).
Finish - Plain.
Note—Available in Electro-Galvanized finish.
Order By— Figure number & Finish.
Important Note - The Fig. 980 is precision manufactured to perform its function
as a critical component of a complete bracing assembly. To ensure
performance, the U.L. Listing requires that the Fig. 980 must be used only
with other Tolco bracing products.
NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS.
A B Max. Horizontal Design APPROX.
Load LBS. WTJ100
5-1/4 1-7/8 17/32 2765 132
*Available with hole sizes to accommodate up to 3/4 inch fastener. Consult factory.
5/24/2001 -162-
SHOWN WITH
FIG. 980
__ ao
INCORPORATED
CORONA, CA (909)737-5599
&CO Fig. 1000
State of California "Fast Clamp" Sway Brace Attachment OSHPD Approved
Size Range— Pipe size to be braced: 1 thru 8 inch Schedule
10 thru 40. Pipe size used for bracing: 1 and 1-1/4 inch
Schedule 40 IPS.
Material— Carbon Steel.
Function - For bracing pipe against sway and seismic
disturbance. The pipe attachment component of a sway
brace system: Fig. 1000 is used in conjunction with a Tolco
900 Series Fitting and joined together with bracing pipe per
NFPA #13* orTolco's OSHPD Approved Seismic Manual,
forming a complete sway brace assembly.
Features - Can be used to brace Schedules 10 thru 40 IPS.
Field adjustable, making critical pre-engineering of bracing
pipe unnecessary. Unique design requires no threading of
bracing pipe. Can be used as 4-way riser brace. Can be
used as longitudinal brace with Fig. 907. All steel
construction eliminates structural deficiencies associated
with casting type sway brace fittings. Comes assembled
and individually packaged with illustrated installation
instructions - sizes are clearly marked. Steel leaf spring
insert provided to assure installer and inspector necessary
minimum torque has been achieved.
Application Note - Position Fast Clamp and tighten two
hex nuts until leaf spring flattens. A minimum of 1 inch pipe
extension beyond the Fig. 1000 is recommended.
*Length of bracing pipe per NFPA 13 (1999 Edition) Table 6.
4.5.8:1 inch Schedule 40 bracing pipe maximum 7-0', 1-1/4
inch Schedule 40 bracing pipe maximum 9-0".
Approvals - Underwriters' Laboratories Listed in USA (UL)
and Canada (cUL). Approved by State of California Office
of Statewide Health, Planning and Development (OSHPD).
Finish— Plain.
Note—Available in Electro-Galvanized and HDG fihish or
Stainless Steel materials.
Order By - Order first by pipe size to be braced followed by
pipe size used for bracing, figure number, and finish.
Important Note -The Fig. 1000 is precision manufactured
to perform its function as a critical component of a complete
bracing assembly. To ensure performance, the U.L.
Listing requires that the Fig. 1000 must be used only
with other Tolco bracing products.
5/24/2001 -166-
R
Shown with two
Tolco Fig. 980's and
M:--
Fig. 4A - Longitudinal Brace Fig. 4A - Transverse Brace
a0L C 0
INCORPORATED
CORONA, CA (909)737-5599
@C@ Fig. 4A.
State of California
OSHPD Approved Pipe Clamp For Sway Bracing
Size Range —4 thru 8 inch pipe. For pipe sizes smaller than 4 inch
use Tolco Fig. 4.
Material -Carbon Steel.
Function - For bracing pipe against sway and seismic
disturbance.
Approvals - Underwriters' Laboratories Listed in the USA (UL)
and Canada (cUL) 4 thru 8 inch. Approved by State of California
Office of Statewide Health, Planning and Development (OSHPD).
Installation Instructions - Install Fig. 4 A Pipe Clamp on pipe to
be braced. Attach Sway-Brace Fitting to 1/2" Clamp bolt (Sway-
Brace Fitting to be on outside ears of clamp). Tighten securely.
(mm. torque requirement-50 ft. lbs.) Sway Brace Assemblies are
intended to be installed in accordance with NFPA #13 and the
Manufacturers Installation Instructions.
Finish - Plain.
Note—Available in Electro-Galvanized and HDG finish or Stainless
Steel materials.
Order By— Figure number, pipe size and finish.
PIPE A B C D BOLT SIZE MAX. HORIZONTAL APPROX.
SIZES DESIGN LOAD. WTJ100
4 8-1/2 9/16 3-3/8 3-11/16 1/2 2015 221
5 9-3/4 9/16 3-7/8 4-3/8 1/2 2015 253
6 11-1/2 5/8 5 5-1/8 1/2 2015 513
8 13-1/4 3/4 6-11/16 6-1/8 1/2 2015 601
5/24t2001 -30-