Permit Fire Sprinkler 2010 CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
J ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
App ` ion Number . . . . . 09-00002045 Date 8/18/10
RE number . . i .
. . . . . . 169398-0200- -
NCR OLD ACCOUNT NUMBERS . . . AB20243
Application type description COMMERCIAL NEW CONSTRUCTION
Subdivision Name . . . . . . SECTION LAND
Property Use . . . . . . . .
Property Zoning . . . . . . . COM GENERAL DISTRICT
Application valuation . . . . 1200000
Owner Contractor
------------------------ ------------------------
ADAMS, FRED EC KENYON
2405 MAYPORT ROAD 10028 SAN JOSE BLVD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257
(904) 389-2353
--------------------- Structure Information 000 000 ----------------------
Construction Type . . . . . TYPE 5-B
Occupancy Type . . . . . . BUSINESS
Flood Zone . . . . . . . . ZONE X
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL FIRE PERMIT
Additional desc INSTALL FIRE SPRINKER 55 HEADS
Sub Contractor SUNSHINE STATE FIRE PROT. , INC
Permit Fee . . . . 129 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/18/10
Qty Unit Charge Per Extension
BASE FEE 129 . 00
----------------------------------------------------------------------------
Special Notes and Comments
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
Ensure all meter boxes, sewer cleanouts and valve covers
are set to grade and visible .
A sewer cleanout must be installed at the property line .
Cleanout must be covered with an RT1 concrete box with
metal lid. Cleanout to be set to grade and visible .
Tapping of existing water main must be done by a Florida
Licensed Underground Utility Contractor. Coordinate with
City prior to completing work 2 247-5834 .
Fire lines must be metered with a Sensus touch-read meter.
Meters larger than 2" must be installed in a vault as noted
in JEA specifications .
Avoid damage to underground water/sewer utilities . Verify
vertical and horizontal location of utilities . Hand dig if
necessary. If field coordination is needed, call 247-5834 .
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
±;> ATLANTIC BEACH,FL 32233
µ INSPECTION PHONE LINE 247-5826
Page 2
89 88882845 15cft:c /18/10
----------------------------------------------------------------------------
Special Notes and Comments
Fire lines must be metered with a Sensus touch-read meter
as shown on plans . Meters larger than 2" must be installed
in an vault as noted in JEA specifications .
Contact City to have inspector observe tap at least 48
hours prior to construction at 247-5834 .
Roll off container company must be on City approved list
and cannot be placed on City right-of-way.
SWPPP and Erosion Control Plan must be available on site at
all times for inspection.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE 3 . 62
ST CONSTRUCTION SURCHARGE 65 . 15
AB CONSTRUCTION SURCHARGE 7 . 24
DEV REVIEW-COMMERCIAL/IND 300 . 00
ENG REV COMMERCIAL BLDG 150 . 00
ENG REV PRE APP CONSTR PN 150 . 00
STATE RADON SURCHARGE 68 . 77
SEWER SDC-SYSTEM DEV CHG 9437 . 00
UTIL REV COMMERCIAL BLDG 75 . 00
WATER CONNECT/METER ONLY 330 . 00
WATER CROSS CONNECTION 50 . 00
WATER SDC-SYSTEM DEV CHG 4560 . 00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 129 . 00 129 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Other Fee Total 15196 . 78 15196 . 78 . 00 . 00
Grand Total 15325 . 78 15325 . 78 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
Page 3
/18/10
Property Address . . . . . . 2405 MAYPORT RD
RE number . . . . . . . . . . 169398-0200- -
NCR OLD ACCOUNT NUMBERS . . . AB20243
Application description . . . COMMERCIAL NEW CONSTRUCTION
Subdivision Name . . . . . . SECTION LAND
Property Use . . . . . . . .
Property Zoning . . . . . . . COM GENERAL DISTRICT
Permit . . . . . . MECHANICAL FIRE PERMIT
Additional desc . . INSTALL FIRE SPRINKER 55 HEADS
-------------------------------------------------------------------
Required Inspections
Insp
Seq Code Description Initials Date
--------------------------------------------------------------------
10-20 10 BD FOOTING
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
PLUMBING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph (904) 247-5826 Fax (904) 247-5845
.TOB ADDRESS: YCS_ 47i¢ PERMIT# C1 Zc7
NEW OR REPLACEMENT INSTALLATION: Project Value I
TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
RE-PIPE:
TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY
Bathtub Septic Tank&Pit
Clothes Washer Shower
Dishwasher Shower Pan
Drinking Fountain Slop Sink
Floor Drain Three Compartment Sink
Floor Sink Toilet
Hose Bibs Urinal
Kitchen Sink Vacuum Breakers
Laundry Tray Water Connected Appliances
Lavatory Water Heater
Other Fixtures Water Treating System
MISCELLANEOUS:
❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans)
❑ Lawn Sprinkler System-Number of Heads ❑ Well **
** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.**
Other e
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name Iv y� (�re e,/S Phone Number
U
Ping CompanyGNSk c �c= { C 6, Office Phone ��2 Fax 2�2`OYS-F
Co. Address: ?/&1 ;w c s -C:� City` �-c k�. -tl.I/e State�Zip 32 2 0 L
License Holder(Print): <CL-r ^s o,�� State Ce ification/Registration#'0`2I`/s Gcot-'j 2,299
Notarized Signature of License Holder '� ?
Z �ft4w(pr Vwa �u e nd subscribed before thi da of 2
9?1K900#Noissiwwo0,iw e of Notary Public
311WA Y avdoeao .
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF STATE FIRE MARSHAL
TALLAHASSEE,FLORIDA
CERTIFICATE OF COMPETENCY
THIS CERTIFIES THAT: MICHAEL R RAGSDALE
710 HAINES STREET
JACKSONVILLE, FL 32202•
BUSINESS ORGANIZATION: SUNSHINE STATE FIRE PROTECTION
CONTRACTOR 11 IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT,FABRICATE,INSTALL,INSPECT,
ALTER,OR SERVICE WATER SPRINKLER SYSTEMS,WATER SPRAY SYSTEMS,FOAM-WATER SPRINKLER SYSTEMS,FOAM-WATER
SPRAY SYSTEMS,STANDPIPES,COMBINATION STANDPIPES AND SPRINKLER RISERS,ALL PIPING THAT IS AN INTEGRAL PART OF THE
SYSTEM BEGINNING AT THE POINT OF SERVICE,SPRINKLER TANK HEATERS,AIR LINES,THERMAL SYSTEMS USED IN CONNECTION
WITH SPRINKLERS,AND TANKS AND PUMPS CONNECTED THERETO,EXCLUDING PRE-ENGINEERED SYSTEMS,
Chief Financial Officer
07 101 12010 1 07 1 16 1 Duval 1 07145000012008 1899130001 150.00 06 30 2012
Issue Date Type Class County License/Permit Number Application# Taxes&Fees I Expire Date
BP822U06 CITY OF ATLANTIC BEACH 8/11/10
Estimated Fees Listing -- Summary Totals 11: 30: 01
Application type MECHANICAL FIRE PERMIT
Job description MECH
Reference location .
Fee Description Amount
PERMIT FEES - MECHANICAL FIRE PERMIT 129. 00
Total 129. 00
Press Enter to continue.
F3=Exit F7=Print summary F12=Cancel
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SUBMITTALS
HYDRAULIC CALCULATIONS
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APR 27 2010 E.C. KENYON APR 2 2 2010
28 San Jose Blvd F • ay
RoGvOY ARCHIT ac sonville, FL. 32257
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RECEIV D
APR 2 1 2010
✓� FMVOY ARCHITECTS.
Dated March 30, 2010 RECEIVED
904-262-1066 FAX: 904-262-0358 APR 1 3' 2010
710 Haines Street
Jacksonville, Florida 32202 RMVOYARCHITECTS
www.sunshinestatefire.com
Fire Protocteon bV ComptAexr Deaagn
Sunshine 'tate Fire Protection
Jacksoavil,le, Fl .
Job Name WAL;GREENS STORE# 13028-STORAGE AREA
Building FP-
Dian ATLANTIC BEACH.FLORf0A
y
System STORAGE AREA
Contrad 1OS F03-014
Data File STORAGE AREA,WXF
Computer Programs by Hy ratec Inc, Route 111 Windham N,H i1'.,-A 03087
PARYANI ENGINEERS P I-,, P,A, Page 1
WALGREENS STORE#13028-STORAGE AREA Date 3/27A 0
HYDRAULIC CALCULATIONS
for
Project name: WALGREENIS STORE# 13028-STORAGE AREA
Location: ATLANTIC BEACH, FLORIDA
Drawing no: FP-2
Date: 3/27110
Design Remote area number: STORAGE AREA
Remote area locatiow STORAGEAREA
Occupancy dassification: CLASS IV STORAGE UP T015'
Density. t
Area of application: 1500-SqFt
Coittrage per sprinkler., 120-SqFt
Type of sprinklers calculated, TYCO ELO-231 11.2 K 286 BRASS SSU
No. of sprinklers calculated: 14
In-rack demand.- NIA- GPM
Hose streams:Total water required(including(rose streams): 747,33-GPM @ 33.9-Psi
Typeafsystem: VVETIPIPETREE
Volume of dry or preactiort system: NM-Coal
Water supply information
Date. 2/3110
Location: EXISTING HYDRANTS BY SITE
Source: FLOWTEST
Name of contractor. PARYANI ENGINEERS P,E,, P A.
Address, CONSULTING ENGINEERS& I CONSTRUCTION MANAGERS I JACKS I'
Phone number. (904) 396-73
Name of designer: DAM
Authority havingJarisdiction., LOCAL
Notes.,(include peaking information or gridded systems here.)
Campuloat Programs by Hydi'atec Inc. Route 111 Windham N USA 030187
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Pressure t Flow Summary - STANDARD
PARYANI ENGINEERS RE, PA- lege 4
WAILGREENS STORE#k 1302€ STORAGE AREA Date 3!27110
Node F evation is-Fact P1 Fin F Jove Density area RMSS
No AMAI Actual Rvq,
34 "11.2 9,T F, na 35,0? 035 100
35 18,0 11.2 982 na 35,1 035 100 "D
38 113.0 11.1 9 91 na 35,28 47.35 100 7,o
37 1 P,0 11,E 111.09 r1s 35.57 0,35 100 70
30 Its 0 112 10.35 Ila 36,04 61 35 100 70
:39 18 0 11.2 110.#19 €ke 3663 0,35 100 7.1!
33 18(1 112 R 77 f'1A 35,01 47.35 100 7 t
4tl 1& 1'1.2 9.78 ni 3503 035 110 r,Q
41 1 r3.Cl 11.2 -3.83 1a :35.11 0.35 =470 To
42 180 112 9 92 Me 135.28 0,X5 100 70
43 i18 0 112 111 1 n4 35 59 0 35 1 W 7.0
44 18€'1 11 2 10?rig r:R 3605 0:35 1O0 7,0
y 45 18 11,2 107 na 365.84 0:35 100 7(1
25 180 11.2 9 77 ria 35.0 0.1,:35 100 TO
26 1 F�0 0 861 t1f
27 180 x.87 010
28 �8 0 9.41 I'll
29 18,41 11",.DI na
30 111.13 1018 na
31 18,0 1045 ria
32 15,0 10 8 na
11 18,0 12.33 na
24 t&Q 12.33 rie
12 18,0 12.31 no
13 16,0 17.33 n
14 18.01 12.:33 na
15 16,0 1233 na
16 180 >233 na
17 180 92 433 na
18 1 e 0 12,13 rrla
Ir4 18,0 12,33 ria
20 18,0 12,33 not
21 113:11 12,33 na
22 18.01 12.33 na
13 18,0 1211 ria
1 18.0 2:3 3 eta
2 18.0 12.33 Ila
3 18,0 12:3"3 n.a
4 18,0 12.j 1 OR
18,0 12.33 na
6 18"d 12 3:3 nn
18.IV, 17, 33 Ila
8 J&D 1233 na
9 1€o 12,33 na
1£t W 1233 b1a
7 O 18.O 1;;3.51 ilii
BOR 1,47 �7 7,45 na
TFS't a0 3:3.81 no 26D,0
The maximum velocity is 10,94 and it occurs in the pipe between nodes 32 and 10
Computer Prn1grarng L=y Hydratec Inc Route 111 Windharr-N.H.USA 03087
Final Calculations - Hazen-Williams
PARYANI ENGINEERS P,E,- P.A, Page 5
WALGREENS TO # 13028 - STORAGE AREA Date X27110
HydQa 01a, Fitting Pipe Pt Pt
Ref
,.CIO or Ftng' Pe PyrNote
:�t
, s
Point CK pf/Ft Eqv. Ln, Total pf Pin
34 35,02 2,703 IT 18,651 7.080 9,776 K Factor& 11,20
to 120.0 D'O 18,651 0,0
27 35,02 OM37 0.0 25.731 0,094 Vel; 1.96
0,0
35,02 9,870 KFactor=- 11,15
35 35-10 2703 IT 18,6 1 7080 9,820 K Factor= 11,20
to 1200 00 18,6551 0,0
28 35,11 0,0037 0,0 25..731 0,094 Vel1,96
0,0
35,10 9,914 KFactor= 11 15
36 35,26 2.703 IT 16.651 7080 9913 K Factor= 1120
to 120,0 0,0 18.(355`1 00
29 35,25 0.0037 00 25.731 0,095 Vel = 1.97
0.0
35-26 10,008 K Factor= 11.15
37 35,57 2703 1 T 18,651 7,080 10.088 K Factor 11.20
to 120101 0.0 18,551 00
30 35,67 00038 0-0 25,731 0097 Vel= 119
O'D
35.57 10.155 KFactor= 11.16
38 36,04 2,703 IT 18,651 7.080 10,355 K Factor= 11,20
to 1200 0.01 18,651 0,0
31 36-04 0,008 O'D 25,731 oxoggl Vel- 2.02
0,0
36,04 10,454 K Factor 15
39 3663 2,703 1 T 18,651 7,080 10,694 K Factor= 11,20
to 1200 0.0 18,651 0.0
32 36,63 0,0040 0,0 25.731 0,102 Vel= 2.05
0,0
36,63 10,796 KFactor= 1115
33 35,01 2,703 IT 16,651 5000 9,773 K Factor w 11,20
to 120,0 0.0 '18,651 O'D
26 35,01 0,0037 G 23,651 0.087 Vel = 1,96
0.0
3501 9,660 K Factor 11,15
40 '15,03 2.703 IT 19651 5,000 9,784 K Factor= 11,20
to 120,0 0,0 18.651 0,0
27 35-03 0 01036 0,0 23,651 0,086 Vel = 1.96
0.0
35M 9.870 K Factor= 11,15
41 35 11 2.703 1 T 18,051 5.000 9J828 K Factor= 11,20)
to 120,0 0,0 18,651 00
28 35-11 0,0036 03.0 23,651 0.086 Vel= 1,96
on
3511 9914 K Factor= 11.15
42 3528 2-703 1 T 18.551 5000 9,920 K Factor= 11.20
to 120,13 00 18,651 0.0
29 3528 0,0037 0,0 23,661 0088 Vel= 1,97
Compater Program,,by Hdrat ec Inc Route 111 Windham N H USA 01307
Final Calculations - Hazen-Williams
PARY.P0 ENGiNEF-RS P.E., PA. Page 6
WALGREENS STORE# 13026-STORAGE AREA Date 3V27fI9
Hyd, Qa Dia- Fitting Pipe Pt Pt
Ref, '�Cll or Ftng's Pe Pv Notes
Point Qt PfIFt Eqv, Ln, Total Pf Pn
0.0
35,28 10-008 K Factor= 11.15
43 35,59 2,703 1T 18.651 5,000 10,D96 K Factor= 11,20
to 120,0 13,0 18651 0.0
30 35,59 00038 0.0 23651 0089 Vel= 1.99
010
35,59 10,185 K Factor= 11.15
44 36,05 2.703 IT 18.651 5,000 10,363 K Factor= 11.26
to 120.0 O'D 18651 00
31 36,05 0.0038 O.Q 23651 0091 Vel = 2,02
0,0
36.05 10,464 K Factor= 11.15
45 36,64 2,703 1 T 18,651 5,000 10,702 K Factor= 11.20
to 120.0 00 18,651 0,0
32 36,64 0.0040 0,0 23.651 0.094 vel
0,0
36,64 10790 KFactor= 11.15
25 35,00 2,703 IT 18,651 7.080 9.766 K Factor= 11,20
to 120.0 0_0 18,651 0,0
26 35.0 0,0037 0'0 25.731 1 .094 Vel= 196
26 35,01 4,31 00 7,999 9.860
(1) 120.0 0,0 00 0'0
27 7001 0.0013 0,0 7999 0.010 Vel = 1.54
27 70 06 4,31 0,0 8.999 9,870
to 120.0 0.0 0,0 0,0
28 140,07 0,0049 0!,078,999 0,044 Vel= 3,08
28 70.20 4,31 0-0 8,999 9,914
to 120.0 0,0 DO 0.0
29 21027 0,0104 0,0 8,999 O 094 Vel= 4,62
29 7054 4.31 00 107.03130) 10,008
to 120:0 00 0.0 00
30 28081 0,0177 0.0 10,000 0177 Vel= 6,18
30 71,16 431 0.0 10,000 10,10
to 12U 00 0,0 0,0
31 351 97 0M69 0,0 10-000 02,69 Vel= 774
31 7210 4,31 D'O 8,999 10,454
to 120,0 O'D O'D 00
32 424,07 00380 0.0 8,999 0,342 Vel= 9.33
32 73.26 4.31 IT 27..874 2,251 10,796
to 120.0 0.0 27,874 0'0
10 497.33 0.051D 11'0 30125 1,536 Vel= 11394
0,0
49733 12,332 K Factor= 141,62
11 U 1,049 1 T 5,13 1.001 12332
to 1200 0,0 5,000 0,0
3 0-0 0.0 00 6,001 0.0 Vel=0
0,0
00 12,332 K Factor=0
Computer Pmgrirris by Hydratec Inc Route 111 Windharr N,H, U$A 03087
Final Calculations - Hazen-Williams
PARYANI ENGINEERS RE , P.A. Page 7
WALGREENS STORE# 13028-STORAGE AREA Date af27,110
Hy6 Qa Dia, Fitting Pipe Pt Pt
Ref, ..C" or Ftng's Pe lav Notes
Point Cat PflFt Eqv, Ln Total Pf Pn
24 0,0 1.049 1T 5,0 0,499 12.332
to 120,0 00 5,000 0,0
4 00 D'O 0'0 5,499 0.0 Vel= 0
0,0
0.0 12.332 K Factor 0
12 00 2:703 Q,o 8.999 12,332
to 120,0 0,0 00 0,10
13 0,0 O'D O'D a,999 00 Vel=0
18 0,0 2,703 2E 18,651 12M1 12,332
to 120 O 0.0 1&651 O.D
14 0'0 0,0 0.0 30,652 00 vel=0
14 0,0 2703 00 10000 12.332
to 120,0 O,C 00 0,0
15 0.0 0,0 fi,C1 10000 0.0 Vel = 0
15 0'10 2,703 IT 1 13.651 47,500 12,332
to 120,0 O'D 18,651 0.0
6 0,0 O 00 66151 0,0 Vel=0
0,0
00 12.332 K Factor 0
16 0'0 2.703 0,0 8999 12332
to 120,0 0,0 M Go
17 0.0 00 0,0 8.999 0,0 Vel 0
17 D_0 2,703 2E 18651 12,001 12-332
to 120,0 0,0 18.651 0,0
18 0'0 U 0.0 30-652 0.0 Vel=0
18 0.0 2,703 0,0 10,000 12.332
to 120.0 0.0 0,() 0,D
19 U 0,0 0,0 10,000 0,0 Vel=0
19 Ob 2103 IT 18,651 47,500 12,332
to 120.O 0.0 18,651 D'O
7 0.0 O'D 0.0 66151 0,0 Vel=0
0.0
D'o12,332 K Factor 0
20 0,0 2,703 010 8 999 12,332
to 120.0 O 0,0 D
21 0,0 0,0 O'D 89,99 O'D Vol 0
21 0,0 2.703 2E 18,661 12,001 12,332
to 120.0 00 18,651 0,0
22 0.0 0,0 00 30,652 0,0 Vel 0
22 O'0 2,703 0,0 10000 12,332
to 120,0 0,0 0,0 0.0
23 0,0 0.0 0.0 10000 00 Vel =0
23 0,0 2,703 IT 16,651 47500 12,332
to 120,0 0_0 18.651 0,0
00 0.0 0.0 66.151 D'O Vel =0
00
D'O 12,332 K Factor 0
1 D'Q 1,049 1T 5,0 0,581 12-332
to 120.0 00 5,0013 00
2 0,13 00 00 5.581 00 Vel =0
Computm Programs t)y Hydrater,Ina: Moate 111 Windhan't N H USA 03007
Final Calculations - Hazen-Williams
PARYANI ENGINEERS P E., PA Page 8
WALGREENS STORE# 13028-STORAGE AREA bate 3,127110
Hyd, OR Dia Fitting Pipe Pt Pt
Ref. 1Cll or Ftng's, Pe Pv Notes
Point of PflFt Eqv Ln. Total Pf Pn
2 0.0 2,703 0,0 7,001 12332
to I20.0 0.0 0.0 00
3 0,0 01 0,0 7,001 0.0 Vel= D
3 0.0 2,703 0.0 7,001 12,332
to 120,0 0,0 0,0 00
4 01.4 O'D 0.0 7,001 Vel= 0
4 13,0 2,703 1T 18651 47,500 12.332
to 1200 D'O 18.651 00
5 0,0 00 0,0 66.151 0.0 Vel=0
5 0,0 4,31 0,0 9,501 12,332
to 120,0 D'O 0.0 0,0
6 0.0 0,0 0,0 9,501 0.0 Vel = 0
6 0,0 4,31 &D 12,001 12,332
to 120,0 0.0 O'D 0,0
7 00 0,0 00 12;001 0.0 Vel=0
7 00 4.31 0 0 12001 12,332
to 120.0 0,0 0,0 0 0
0,0 0,0 0,0 12,001 0,D Vel=0
0,0 4,31 IT 27,874 39,751 12,332
to 120,0 0,0 27.674 00
9 0,0 D'O 00 67625 00 Vel=0
9 0.0 4,31 O,C 48921 12.32
to 1200 00 00 0,0
10 00 O'D 0,0 48,921 0,0 Vel=0
10 49733 4,31 1E 13,937 9,160 12.332
to 120,0 0,0 13.937 0,13
TOR 497M 00510 00 23,097 1 178 Vel= 10.94
TOR 00 4,31 SE 69.685 17,001 13510
to 120.0 0,0 13,937 12,367 Fixed loss=5.004
BOR 497,33 0,051 D 00 311.938 1.577 Vel= 10 94
BOR 0,0 5,86 2E 35,786 335,000 27,454
to 150.0 2F 17,893 131,642 2.928 Fixed loss=2.495
TEST 497,33 0,0076 1T 38,342 466,642 3,528 Vel= 5-92
1G 3,834
250,00 Qa= 260,00
747,33 33.91 C K Factor= 128,34
Computer PfogramA by Hydrvit�t Inc. Route 111 Windharr N.11, USA 03087
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