38307Owners /Tenant Barry. University
Owner's Address
FEES: PERMIT
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 7 / 5 / 95 - JobAddress N.E. ' 11th St._ &.._2nd Ave. Tax Folio
Legal Description Historically Designated: Yes No
Master Permit # 3836° 3 0 o�.�
11300 N E. '2nd Ave. Miami Shores, Fla. m 899 -3794
ContractingCo. Suncore Engin Inc. Address 20260 N.E. 15th Court
Miami, rla. 33179
Qualifier Darryl Hartni SS# ph -1660
State# R00061701 Municipal# 049664 -6
Architect/Engineer Seiler /Keller Associates
Bonding Company
Mortgagor Address
Competency # E-1977 Ins. Co.
Address 7480 Fairway Dr. Suite 205
Miami Lakes, Fla. J U1b
Address
Permit Type (circle one): BUILDING ELECTRICAL LUMBING MECHANICAL ROOFING PAVING FENCE SIGN
i J
WORK DESCRIPTION Storm Drainage Improvements
square Ft Estimated Cost (value) 10 , 000.00
WARNING TO OWNER: YOU "MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING
CONSULT WITH YOUR LENDI!fR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtiin a permit to do work and installation as indicated above, and on the attached addendum (if applicable).
certify that all work will be performed to meet the standards of all laws reeg)a g construction in this jurisdiction. I understand that separat
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, RO G and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicabl
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of owner and/or Condo President Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
.. RADON C.C.F.
APPROVED:
Zoning Building
Mechanical Plumbing
Signature 9
o O
NOTARY
95
ontractor or Owner- Builder Date
Notary as to Contr or or Owner- Builder - --- ' __ .Date
My Commissi Wires: - - _ _ -
2?" co: asst AUG.20, 1995
tin - F0 E OS. OD.
Electrical
Electrical
Engineering
cO
TOTAL DUE 0 U - '
Lhe foltowing pages were
originally attached to plans
with the followin
37 401,9-3-
permit #
Hydraulics Summary Sheet
ElIC
ADVANCED SYSTEMS INC. • ALLAN A. KOZICII >; ASSOCIATES
1415 S .30th AVENUE 1220, Northeast 41h Avenue
Ford Lauderdale, Florida 33304
HOLLYWOOD,FLORIDA M Z64 0360•Fox
(954)921 -2224
Project Information
BARRY UNIVERSITY
NATIONAL CENTER FOR TRANSPORTATION
EDUCATION AND RESEARCH
Contract No:
Building: NEW ADDITION
System ID: AREA #1 - 3rd FLR FILE :BARRYU3
Ref. Drawing No: FP - OF 2
Construction: NONCOMBUSTIBLE
Occupancy: UNIVERSITY
Authority: METRO -DADE FIRE DEPT.
System Information
Hydraulics Design Criteria
System Type: WET
Density: .10 GPM /SgFt
Remote Area: 1500 SqFt
Sprinkler Coverage: VARIES SqFt
Design Standard: NFPA #14(1993 EDITION)
Hazard: LIGHT
Figure: Curve:
Sprinklers / Nozzles
Manufacturer: CENTRAL
Model: GB4
Size: 1/2"
K— Factor: 5.6
Temp. Rating: 155
Designer: CK
Colc By: CK
Dote: 04 -03 -96
Hydraulics
Information
Demand...
Spr Req'd Pres:
Spr Req'd Flow:
Add'I Flows:
Hose at Srce:
Total Flow:
Total Pres:
Static Elev:
Supply...
Water Flow Test
Static: 55.00 PSI
Residual: 49.00 PSI
Qty Flowing: 1922.00 GPM
Elevation: 0.00 Ft
Date: Time:
By:
Pump Data
Rated: 0.0 PSI@ 0.0 GPM
Boost Pres: (NA) PSI
Discharge Pres: (NA) PSI
Discharge Flow: (NA) GPM
Combined
Static:
Residual:
Qty Flowing:
48.58 PSI
279.76 GPM
0.00 GPM
100.00 GPM
379.76 GPM
48.58 PSI
0.00 Ft
(NA) PSI
(NA) PSI
(NA) GPM
Available...
P) 54.70 PSI@ 379.76 GPM
F) 48.58 PSI@ 1994.11 GPM
Margin...
Pressure: 6.12 PSI
Flow: 1614.35 GPM
Sigma Dynamics Corporation
7700 Summary Sheet
125
120
115
110
105
100
95
90
85
80
75
70
65
60
55
50
45
40
35
232
c
1
5
0 250 500
AREA #1 - 3rd FLR
•
Margin
Pressure 6.12 PSI
Flow 1614.35 GPM
N
750
1000
FILE:BARRYU3
1250
System Demand..
Sprinkler Demand 48.58 PSI @ 279.76 GPM
Additional Flows 0.00 GPM
Hose at Source 100.00 GPM
Total Demand 48.58 PSI @ 379.76 GPM
1500
1750
Water Flow (GPM)
2000
Sigma Dynamics Corporation
7700 Supply 1 Demand Graph
2250
Water Supply..
Static 55.00 PSI
Residual 49.00 PSI @ 1922.00 GPM
Elevation 0.00 PSI
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
' .10/1500
NATIONAL CENTER FOR TRANSPORTATION
EDUCATION AND RESEACH AT BARRY UNIVERSITY
11300 NE 2nd AVE. MIAMI SHORES,FLORIDA
FLOW TEST RESULTS
Water Supply
STATIC 55.00 PSI
RESIDUAL 49.00 PSI @ 1922.00 GPM
CITY PRESSURE AVAILABLE AT 379.8 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K- FACTOR
201 16.93 14.82 5.60
202 16.64 14.82 5.60
203 15.00 14.82 5.60
204 14.82 14.82 5.60
205 17.38 14.82 5.60
206 15.94 14.82 5.60
207 16.87 14.82 5.60
208 16.15 14.82 5.60
209 16.36 14.82 5.60
210 15.80 14.82 5.60
211 15.39 14.82 5.60
212 16.46 14.82 5.60
213 15.40 14.82 5.60
214 19.39 14.82 5.60
215 17.98 14.82 5.60
216 16.63 14.82 5.60
217 16.63 14.82 5.60
TOTAL WATER REQUIRED FOR SYSTEM'
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 60 TO 70
PRESSURE
9.14
8.83
7.17
7.00
9.63
8.10
9.07
8.32
8.53
7.96
7.55
8.64
7.56
11.99
10.31
8.81
8.81
279.76 GPM
100.00 GPM
379.76 GPM
48.58 PSI
0.00 PSI
12.64 FPS
54.70 PSI
04 -18 -1996 PAGE 1
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
04 -18 -1996 PAGE 2
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI /Ft PSI
104 204 1.104 L 1.00 C =120 PT 7.00 (204)
Q 14.82 F =E F 2.00 PE -0.43
DR1 T 3.00 0.0583 PF 0.17
102 104 1.104 L 35.75 C =120 PT 6.74 (104)
Q 14.82 F =0 F 0.00 PE 0.00
BN1 T 35.75 0.0583 PF 2.08
PT 8.82 (102)
117 217 1.104 L 1.00 C =120 PT 8.81 (217)
Q 16.63 F =E F 2.00 PE -0.43
DR1 T 3.00 0.0721 PF 0.22
88 117 1.104 L 4.00 C =120 PT 8.60 (117)
Q 16.63 F =T F 5.00 PE 0.00
BN1 T 9.00 0.0721 PF 0.65
PT 9.25 ( 88)
116 216 1.104 L 1.00 C =120 PT 8.81 (216)
Q 16.63 F =E F 2.00 PE -0.43
DR1 T 3.00 0.0721 PF 0.22
88 116 1.104 L 4.00 C =120 PT 8.60 (116)
Q 16.63 F =T F 5.00 PE 0.00
BN1 T 9.00 0.0721 PF 0.65
87 88DQ 16.63 1.452 L 17.33 C =120 PT 9.25 ( 88)
Q 33.25 F =E F 3.00 PE 0.00
BN2 T 20.33 0.0684 PF 1.39
PT 10.64 ( 87)
115 215 1.104 L 1.00 C =120 PT 10.31 (215)
Q 17.98 F =E F 2.00 PE -0.43
DR1 T 3.00 0.0834 PF 0.25
87 115 1.104 L 1.08 C =120 PT 10.13 (115)
Q 17.98 F =T F 5.00 PE 0.00
BN1 T 6.08 0.0834 PF 0.51
86 87DQ 33.25 1.452 L 5.25 C =120 PT 10.64 ( 87)
Q 51.24 F =E F 3.00 PE 0.00
BN3 T 8.25 0.1523 PF 1.26
56 86 1.452 L 0.50 C =120 PT 11.90 ( 86)
Q 51.24 F =T F 6.00 PE 0.22
NR4 T 6.50 0.1523 PF 0.99
PT 13.11 ( 56)
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI /Ft PSI
114 214
85 114
55 85
113 213
75 113
110 210
74 110
109 209
73 109
112 212
75 112
Q 19.39
Q 19.39
Q 19.39
Q 15.40
Q 15.40
Q 15.80
Q 15.80
Q 16.36
Q 16.36
Q 16.46
Q 16.46
04 -18 -1996 PAGE 3
1.104 L 1.00 C =120 PT 11.99 (214)
F =E F 2.00 PE -0.43
DR1 T 3.00 0.0958 PF 0.29
1.104 L 2.00 C =120 PT 11.85 (114)
F =E F 2.00 PE 0.00
BN1 T 4.00 0.0958 PF 0.38
1.104 L 0.50 C =120 PT 12.23 ( 85)
F =T F 5.00 PE 0.22
NR1 T 5.50 0.0958 PF 0.53
PT 12.98 ( 55)
1.104 L 0.50 C =120 PT 7.56 (213)
F =T F 5.00 PE 0.22
SG T 5.50 0.0625 PF 0.34
1.104 L 9.50 C =120 PT 8.12 (113)
F =E F 2.00 PE 0.00
BN1 T 11.50 0.0625 PF 0.72
PT 8.84 ( 75)
1.104 L 1.00 C =120 PT 7.96 (210)
F =E F 2.00 PE -0.43
DR1 T 3.00 0.0656 PF 0.20
1.104 L 1.00 C =120 PT 7.73 (110)
F =T F 5.00 PE 0.00
BN1 T 6.00 0.0656 PF 0.39
PT 8.12 ( 74)
1.104 L 1.00 C =120 PT 8.53 (209)
F =E F 2.00 PE -0.43
DR1 T 3.00 0.0699 PF 0.21
1.104 L 1.00 C =120 PT 8.31 (109)
F =T F 5.00 PE 0.00
BN1 T 6.00 0.0699 PF 0.42
PT 8.73 ( 73)
1.104 L 1.00 C =120 PT 8.64 (212)
F =E F 2.00 PE -0.43
DR1 T 3.00 0.0707 PF 0.21
1.104 L 1.00 C =120 PT 8.42 (112)
F =T F 5.00 PE 0.00
BN1 T 6.00 0.0707 PF 0.42
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
- From To GPM IN Devices Ft PSI /Ft PSI
72 75DQ 15.40 1.452 L 8.50 C =120 PT 8.84 ( 75)
Q 31.85 F =T F 6.00 PE 0.00
BN3 T 14.50 0.0632 PF 0.92
PT 9.76 ( 72)
111 211 1.104 L 1.00 C =120 PT 7.55 (211)
Q 15.39 F =E F 2.00 PE -0.43
DR1 T 3.00 0.0625 PF 0.19
74 111 1.104 L 11.00 C =120 PT 7.31 (111)
Q 15.39 F =E F 2.00 PE 0.00
BN1 T 13.00 0.0625 PF 0.81
73 74DQ 15.80 1.452 L 10.00 C =120 PT 8.12 ( 74)
Q 31.19 F =0 F 0.00 PE 0.00
BN2 T 10.00 0.0608 PF 0.61
72 73DQ 16.36 1.452 L 1.75 C =120 PT 8.73 ( 73)
Q 47.55 F =T F 6.00 PE 0.00
BN3 T 7.75 0.1326 PF 1.03
62 72DQ 31.85 1.687 L 0.50 C =120 PT 9.76 ( 72)
Q 79.41 F =T F 8.00 PE 0.22
NR5 T 8.50 0.1649 PF 1.40
61 62 2.635 L 4.25 C =120 PT 11.38 ( 62)
Q 79.41 F =0 F 0.00 PE 0.00
NC1 T 4.25 0.0188 PF 0.08
PT 11.46 ( 61)
108 208
107 108
Q 16.15
Q 16.15
04 -18 -1996 PAGE 4
1.104 L 1.00 C =120 PT 8.32 (208)
F =E F 2.00 PE -0.43
DR1 T 3.00 0.0683 PF 0.20
1.104 L 10.50 C =120 PT 8.09 (108)
F =2E F 4.00 PE 0.00
BN1 T 14.50 0.0683 PF 0.99
PT 9.08 (107)
107 207 1.104 L 1.00 C =120 PT 9.07 (207)
Q 16.87 F =T F 5.00 PE -0.43
DR1 T 6.00 0.0740 PF 0.44
71 107DQ 16.15 1.452 L 3.50 C =120 PT 9.08 (107)
Q 33.02 F =T F 6.00 PE 0.00
BN2 T 9.50 0.0675 PF 0.64
PT 9.72 ( 71)
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI /Ft PSI
105 205
103 203
Q 17.38
Q 15.00
04 -18 -1996 PAGE 5
1.104 L 1.00 C =120 PT 9.63 (205)
F =T F 5.00 PE -0.43
DR1 T 6.00 0.0782 PF 0.47
PT 9.67 (105)
1.104 L 1.00 C =120 PT 7.17 (203)
F =E F 2.00. PE -0.43
DR1 T 3.00 0.0596 PF 0.18
101 103 1.104 L 37.58 C =120 PT 6.92 (103)
Q 15.00 F =0 F 0.00 PE 0.00
BN1 T 37.58 0.0596 PF 2.24
PT 9.16 (101)
102 202 1.104 L 1.00 C =120 PT 8.83 (202)
Q 16.64 F =T F 5.00 PE -0.43
DR1 T . 6.00 0.0722 PF 0.43
71 102DQ 14.82 1.452 L 8.50 C =120 PT 8.83 (102)
Q 31.46 F =T F 6.00 PE 0.00
BN2 T 14.50 0.0618 PF 0.90
61 71DQ 33.02 1.452 L 0.50 C =120 PT 9.73 ( 71)
Q 64.48 F =T F 6.00 PE 0.22
NR4 T 6.50 0.2330 PF 1.51
60 61DQ 79.41 2.635 L 7.75 C =120 PT 11.46 ( 61)
Q 143.88 F =0 F 0.00 PE 0.00
NC1 T 7.75 0.0565 PF 0.44
PT 11.90 ( 60)
101 201 1.104 L 1.00 C =120 PT 9.14 (201)
Q 16.93 F =T F 5.00 PE -0.43
DR1 T 6.00 0.0746 PF 0.45
70 101DQ 15.00 1.452 L 9.25 C =120 PT 9.16 (101)
Q 31.93 F =T F 6.00 PE 0.00
BN2 T 15.25 0.0635 PF 0.97
PT 10.13 ( 70)
77 206
76 77
Q 15.94
Q 15.94
1.104 L 6.75 C =120 PT 8.10 (206)
F =2E F 4.00 PE 0.00
BN1 T 10.75 0.0667 PF 0.72
1.104 L 0.83 C =120 PT 8.82 ( 77)
F =E F 2.00 PE 0.36
BN1 T 2.83 0.0667 PF 0.19
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
04 -18 -1996 PAGE 6
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM, IN Devices Ft PSI /Ft PSI
105 76 1.104 L 4.50 C =120 PT 9.37 ( 76)
Q 15.94 F =0 F 0.00 PE 0.00
BN1 T 4.50 0.0667 PF 0.30
70 105DQ 17.38 1.452 L 0.75 C =120 PT 9.67 (105)
Q 33.31 F =T F 6.00 PE 0.00
BN2 T 6.75 0.0687 PF 0.46
60 70DQ 31.93 1.452 L 0.50 C =120 PT 10.13 ( 70)
Q 65.25 F =T F 6.00 PE 0.22
NR4 T 6.50 0.2381 PF 1.55
54 60DQ 143.88 2.635 L 6.50 C =120 PT 11.90 ( 60)
Q 209.13 F =0 F 0.00 PE 0.00
NC1 T 6.50 0.1128 PF 0.73
55 54DQ - 146.60 2.635 L 18.00 C =120 PT 12.63 ( 54)
Q 62.53 F =T F 10.80 PE 0.00
CM1 T 28.80 0.0121 PF 0.35
56 55DQ 19.39 2.635 L 6.33 C =120 PT 12.98 ( 55)
Q 81.93 F =0 F 0.00 PE 0.00
CM1 T 6.33 0.0199 PF 0.13
52 56DQ 51.24 2.635 L 100.58 C =120 PT 13.11 ( 56)
Q 133.16 F =2E F 8.60 PE 0.00
CM1 T 109.18 0.0489 PF 5.34
PT 18.45 ( 52)
53 54 2.635 L 34.50 C =120 PT 12.63 ( 54)
Q 146.60 F =T F 10.80 PE 0.00
CM1 T 45.30 0.0585 PF 2.65
52 53 2.635 L 37.00 C =120 PT 15.28 ( 53)
Q 146.60 F =4E F 17.20 PE 0.00
CM1 T 54.20 0.0585 PF 3.17
51 52DQ 133.16 3.260 L 26.50 C =120 PT 18.45 ( 52)
Q 279.76 F =E /T F 18.00 PE 0.00
FM2 T 44.50 0.0685 PF 3.05
13 51 3.260 L 4.00 C =120 PT 21.50 ( 51)
Q 279.76 F =BV F 10.00 PE 1.73
FM2 T 14.00 0.0685 PF 0.96
11 13 3.260 L 20.75 C =120 PT 24.19 ( 13)
Q 279.76 F =E F 5.00 PE '8.99
FR1 T 25.75 0.0685 PF 1.76
SUBMITTAL SERIAL NO:2120HY1
AREA #1 - 3rd FLR FILE:BARRYU3
.10/1500
04 -18 -1996 PAGE 7
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
'From To GPM IN Devices Ft PSI /Ft PSI
10 11 3.260 L 11.00 C =120 PT 34.94 ( 11)
Q 279.76 F =2E F 10.00 PE 0.00
FR1 T 21.00 0.0685 PF 1.44
9 10 4.260 L 1.50 C =120 PT 36.38 ( 10)
Q 279.76 F =0 F 0.00 PE 0.65
FR1 T 1.50 0.0186 PF 0.03
8 9 4.260 L 14.50 C =120 PT 37.06 ( 9)
Q 279.76 F =E F 6.80 PE 6.28
FR1 T 21.30 0.0186 PF 0.40
7 8 4.260 L 7.00 C =120 PT 43.74 ( 8)
Q 279.76 F =E F 6.80 PE 0.00
FM1 T 13.80 0.0186 PF 0.26
6 7 4.280 L 4.00 C =140 PT 44.00 ( 7)
Q 279.76 F =E F 8.00 PE 1.73
UN2 T 12.00 0.0137 PF 0.16
5 6 4.280 L 12.00 C =140 PT 45.89 ( 6)
Q 279.76 F =T F 26.70 PE 0.00
UN2 T 38.70 0.0137 PF 0.53
4 5 6.340 L 120.00 C =140 PT 46.42 ( 5)
Q 279.76 F =E,GV F 16.00 PE 0.00
UN1 T 136.00 0.0020 PF 0.27
3 4 6.340 L 4.50 C =140 PT 46.69 ( 4)
Q 279.76 F =E F 12.00 PE -1.95
UN1 T 16.50 0.0020 PF 0.03
2 3 6.065 L 1.00 C =120 PT 44.77 ( 3)
Q 279.76 F =E,DD1 F 14.00 PE 0.00
MA T 15.00 0.0033 PF 0.05
6 "AMES 3000SS DOUBLE DETECTOR CHECK ASS'Y 1.55
1 2 6.340 L 4.50 C =140 PT 46.37 ( 2)
Q 279.76 F =E F 12.00 PE 1.95
UN1 T 16.50 0.0020 PF 0.03
0 1
Q 279.76
6.340 L 50.00 C =140 PT 48.35 ( 1)
F= T,GV,E F 56.00 PE 0.00
UN1 T 106.00 0.0020 PF 0.21
PT 48.56 ( 0