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PL-03-1
MIAMI SHORES VILLAGE BUILDING DEPAR NT 305- 795 -2204 Building Inspection Req Dat a 0 y Type Insp'n Permit No. 4) L. 02 -- I Name Address � 0 A Compan Phone #3 S 930 Inspection Date - l 1 ' 1 0 \f Approved Correction ❑ Re- Insp'n Fee Date 0 PER11iHritalAffil }1■1i 'OR MIAMI SHORES VILLAGE 10050 N.E. 2nd /Sven+ • Miam• • 'Soresi Florida • 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 • • ••• i •• Job Address Tax Folio • • •• Legal DescriptioU ' +V sir a rts . V ii► • Owner/Lessee/Tene I�� `1 Owner's Address C) l.T • 0 • Ea y • • • • • • ••• • • Contracting Co.O Y 1 ^ © �I ht • I�G ' Qualifier t c State # Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle BUILDING ELECTRICAL PLUMBING MECHANICAL ^ ROOFING r V�1 �V WORK DESCRIPTION: � -�' �'� � � � � 1'e'�" s`J I Square Ft. Estimated Cost (value) t COO 1 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 LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Loren A Alvarez **My Commission CC813904� ?mx �F Expires March 2,2003 My Commission Expires Owner and/or Condo President FEES: PERMIq (1 , RADON APPROVED: Zoning Building Mechanical Plumbing • ••• storically Designated: Yes No • • • �� '� Master Pe . 't # c' c � • E Rs►• C' I IfA�I'1� 'Phone atc";/' 3 73 • C ori -f • • C.C. NOTARY KC)I Address (C G `J u) 4�' 4v c. SS honeC _Ll g..l..J Competency e i 7ccoia C� 00 Pf CtS 'N ;;KN (4 Date S _nature of C•. actoc.q& Owner Buil Date .F. ` V reZ *MY Commission � \, / Expires ,. r « Date Notary as to Contractor or • e` older 1 ' Date My Commission Expires BOND TOTAL DUE �,�1� 5 Electrical Structural Engineer 3) THE D RD E R �Wv FOR Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed:1 /6/2003 Applicant: BARRY UNIVERSITY Owner: STUDENT UNION JOB ADDRESS: 11300 N MIAMI AVE Contractor SOUTHERN FIRE CONTROL INC Local Phone: 305 - 621 -4800 Parcel # 1121360000040 Permit Status: Approved Permit Expiration: Work: PROVIDE FIRE SPRINKLER SYSTEM KLBR NTR04r SOUTHERN ERN IRE VE CO Rv • i ae� _ ,PIR BPRIN A , �st ehsvia Ba°k' NA -014 rt ° V4 4Pn► sakes, gL 33 tt ■0 L6 L L ?tt■ ,;06 00 135644 Legal Description: (Contractor or Builder) Plumbing Permit Permit Number: PL2003 -1 7/5/2003 STUDENT UNION BARRY UNIVERSITY Contractor's Address: 163NW 48 AVENUE 1 )--e--up:ot4 , 0 3S , Total Fees: $0:99 - Total Receipts: $0.00 Construction Value$ • D AT E L4 3 50 56 0 "■ Page 1 of 1 ;. Re- inspection placation herefor in strict compliance with all +ciflcations that may have been submitted to es or If the plans are changed without ;ponsibility for a thorough knowledge of the that he assumes responsibility for work done ..s pertaining thereto and in strict conformity ,.....111. i assume responisibility for all work done by either BY: Page; 1 Document Name: untitled AMISCAPL BUILDING DEPARTMENT BNZM1142 12/30/2002 ADD MISCELLANEOUS APPLICATION PAGE 1 09:23:58 KC045 APPLICATION DATE 12/30/2002 PROCESS NO. X2003044257 OTHER DEPT. APPLICATION NO. 02337 -01148 10381 CONTACT NAME BARRY UNIVERSITY (SOUTHERN FIRE) SUB TOTAL $755.00 ADDRESS NORTH MIAMI AVE & 115 ST CITY NORTH MIAMI STATE FL ZIP PHONE 3056214800 COUNTY AGENCY SALES FEE UNIT USER PAID TYPE CODE UNITS DESC FEE DESCRIPTION ID FEE IND FIRE F053 75500 EACH FIRE FEE KC045 755.00 PF1 = UPDATE NEXT SCREEN NEXT KEY MISC APPLICATION ACCEPTED...ENTER NEXT KEY TO CONTINUE NlCe, 4 LUq4E-z Date: 12/30/2002 Time: 10:19:09 AM /03 PF9 = MOD MISC APL Pei's* Type (Chadic ones ) D Building permit. a Fire A1(014pr it ! u lc er Synth' permit. UFire Supper Britain. 13 Water Ma Hydrant permit Tents. • 0 Other Permit Jt%tsdictjO* Depotteent) (cheek .) O Mug-Dade County er Cl lVtuaiit i lily: City of ?ieaslte t idl ii>tf *1 der• itoliftipept.rivotos a: Permit 1: 6 CC o Add A'ri4 c rm Stop* ofwok: rutaitter Number of we1t r Cosemt Pena w ' Company N c) `Z7' '7652 C fy ceitertsiorkee Approved MIAMI. DADE COUNTY FIRE RESCUE REQUEST FOR PLANS REVIEW Date; Fire Dept Plan Tracking 0 ) �- Pb* Dept Application # d ' Disapproved Fee Due TPA, RevIer Status t ❑ New Pelt Appiicaliois. D Rework ttf.n AWE= la process. Q Revision to as mitten permit. D Expired remit or seal. © Not Appllctble for rem mew El meter Square "Mt mm. Merits is 7d:(6 r e/ . Cotatict /6 ( / / ire'. 67��6* City 17/ *T7 ` d Slate: 2 (L .deer:Arch:OWIlsPerifte.0 +mr. NOTE: All Pleas must he picked up within two (2) weeks of notification of completion. O I am icquestingpSpecial Request Haas Review to be scheduled as soon as possible at the rate of $158 for the first hour and 55G per each additional hour is addition to the review ttea. Minimum 1hour chaff Signature: . u. yor °mei Vey Only- Drop Off Review Fast Track Review Registered d by ALA Assigned to: For plan review information call: Miami -Dade County Fire Rescue (786) 315-2771 Pnr a11a i 111 _A102 • Fire Dept. Application # Master Application # _ Jf_ review tyVe (Check all applicable boxes.) 0_Bu' d�..p_ermit. (Check occupancy type) o e Alarm permit. Sprinkler System permit. ❑ ire Suppression System ❑ Water Main Ext./Fire Hydrant permit. 1 0 Other Permit ❑ Expired permit/ Renewal. O Rework to a plan still in process. 0 Revision to an existing rmit 0 Miami -Dade County or Municipality: Ci Process number: Cost of contract: Project Name Job Address: ra City: r City: Phones: #1 *(3 5 ) � Received by: Approved _ Disapproved MIAMI -DADE COUNTY FIRE RESCUE REQUEST FOR PLANS REVIEW Please print all information cle r Permit number: Square footage: AL a 011111 v r State: • • Scope of work: Number of heads: `-�, Number of units: �(� \�ompany Name: J / / 14 PermIt Relationship i _' Contact Person: T "! _.- o �.p� r, C ,,; Eng.; Expeditor, 1 . .e. . . 1 i -' a. ( State: r,. Contact ddress: ,, - Zip: 14 (* Include message code) # 2 *(; ty of Assigned to: Fee Due Date: g Ic.a OccupancyTm: (Building permit only.) 0 Storage/Warehouse 0 Health Care 0 Assembly Ca 50 +) 0 Indtal - - -- ❑ Resi/Board & Care 0 Special Structures O Business /Office 0 Lodging 0 Deten/Correction 0 Mercantile/Retail O Apartments /Condo 0 Hotel/Dormitory )(Educational 0 Tents 0 Daycare 0 Other No. Stories EL ' Zip: For information call: Miami -Dade County Fire Rescue 305- 375 -2771 pp 07/03/01 application 0 I am requesting a Special Request Plans Review to be scheduled as soon as possible at the rate of $150 for the first hour and $50 per each additional hour. Minimum lhour charge. Signature: Project Information BARRY UNIVERSITY STUDENT UNION COMPLEX N.W. 115 STREET AND NORTH MIAMI AVENUE MIAMI, FLORIDA Contract No: / HYD. CALC. FILE # KITCHEN Building: N/A System ID: SECOND FLOOR - KITCHEN Ref. Drawing No: N/A Construction: NON COMBUSTIBLE Occupancy: ORDINARY HAZARD GROUP I Authority: MIAMI DADE COUNTY System Information Hydraulics Design Criteria System Type: GRID Density: 0.15 GPM/SqFt Remote Area: 1500 SqFt Sprinkler Coverage: 324 SqFt Design Standard: N. F. P. A. 13 Hazard: ORDINARY GROUP I Figure: S -2..3 Curve: 2 Sprinklers / Nozzles Manufacturer: CENTRAL Model: K14 -ECOH Size: 3/4" K— Factor: 14.0 Temp. Rating: 155 SOUTHERN FIRE CONTROL. INC. 16305 N.W. 48th. AVENUE Miami Lakes, FL 33014 Hydraulics Summary Sheet DEC 2 2 2002 Designer: J.R. Calc By: J.R. Date: 07 -10 -2001 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: 41.56 PSI 375.15 GPM 0.00 GPM 250.00 GPM 625.15 GPM 41.56 PSI 0.00 Ft Supply... Water Flow Test Static: 50.00 PSI Residual: 45.00 PSI Qty Flowing: 1200.00 GPM Elevation: 0.00 Ft Date:02 -23 -01 Time:10:30 AM By: MIAMI DADE FIRE DEPT. Pump Data Rated: 0.0 PSI@ 0.0 GPM Boost Pres: (NA) PSI Discharge Pres: (NA) PSI Discharge Flow: (NA) GPM Combined Static: Residual: Qty Flowing: (NA) PSI (NA) PSI (NA) GPM Available... P) 48.50 PSI@ 625.15 GPM F) 41.56 PSI@ 1591.98 GPM Margin... Pressure: 6.94 PSI Flow: 966.83 GPM Sigma Dynamics Corporation 7700 Summary Sheet uu 96 92 88 AA uu 64 60 RA 3 8 Esil a°DO 1 a$ ti ff cco 3 c$ tli I r e Margin Pressure 6.94 PSI Flow 966.83 GPM a Hoses 0 `-r 40 an h VQ t�4 pi N N N co 03 er 0 1 r (D N 1.85 150 300 450 600 750 900 1050 1200 1350 151 SECOND FLOOR - KITCHEN System Demand.. Sprinkler Demand 41.56 PSI @ 375.15 GPM Additional Flows 0.00 GPM Hose at Source 250.00 GPM Total Demand 41.56 PSI @ 625.15 GPM Water Flow (GPM) Sigma Dynamics Corporation 7700 Supply / Demand Graph Water Supply.. Static 50.00 PSI Residual 45.00 PSI @ 1200.00 GPM Elevation 0.00 PSI SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 1 SECOND FLOOR - KITCHEN Water Supply STATIC 50.00 PSI RESIDUAL 45.00 PSI CITY PRESSURE AVAILABLE AT SPR 101 102 103 104 105 106 107 FLOW TEST RESULTS @ 1200.00 GPM SUMMARY OF SPRINKLER OUTFLOWS 625.2 GPM 48.50 PSI ACTUAL MINIMUM FLOW FLOW K- FACTOR PRESSURE 55.82 48.60 49.54 49.58 55.92 55.58 60.11 48.60 48.60 48.60 48.60 48.60 48.60 48.60 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 14.00 14.00 14.00 14.00 14.00 14.00 14.00 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 15 TO 25 15.90 12.05 12.52 12.54 15.95 15.76 18.43 375.15 GPM 250.00 GPM 625.15 GPM 41.56 PSI 0.00 PSI 13.41 FPS SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 2 SECOND FLOOR - KITCHEN Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 25 102 1.442 L 9.00 C =120 PT 12.05 (102) Q 48.60 F =2E F 4.20 PE 0.00 BN T 13.20 0.1428 PF 1.88 PT 13.93 ( 25) 24 101 1.442 L 11.00 C =120 PT 15.90 (101) Q 55.82 F =2E F 4.20 PE 0.00 BN T 15.20 0.1845 PF 2.80 PT 18.70 ( 24) 35 107 1.682 L 100.00 C =120 PT 18.43 (107) Q 9.30 F =0 F 0.00 PE 0.00 BL T 100.00 0.0032 PF 0.32 PT 18.75 ( 35) 34 106 1.682 L 64.00 C =120 PT 15.76 (106) Q 37.70 F =0 F 0.00 PE 0.00 BL T 64.00 0.0422 PF 2.70 PT 18.46 ( 34) 105 106 1.682 L 18.00 C =120 PT 15.76 (106) Q 17.88 F =0 F 0.00 PE 0.00 BL T 18.00 0.0106 PF 0.19 16 105DQ 55.92 1.682 L 24.00 C =120 PT 15.95 (105) Q 73.79 F =2T F 12.80 PE 0.00 BL T 36.80 0.1461 PF 5.38 PT 21.33 ( 16) 104 103 1.682 L 18.00 C =120 PT 12.52 (103) Q 5.29 F =0 F 0.00 PE 0.00 BL T 18.00 0.0011 PF 0.02 33 104DQ 49.58 1.682 L 70.00 C =120 PT 12.54 (104) Q 54.88 F =0 F 0.00 PE 0.00 BL T 70.00 0.0845 PF 5.91 34 33DQ -48.25 2.635 L 18.00 C =120 PT 18.45 ( 33) Q 6.63 F =0 F 0.00 PE 0.00 CM2 T 18.00 0.0002 PF 0.00 35 34DQ 37.70 2.635 L 37.00 C =120 PT 18.45 ( 34) Q 44.33 F =2E F 8.60 PE 0.00 CM2 T 45.60 0.0064 PF 0.29 36 35DQ 9.30 2.635 L 16.00 C =120 PT 18.74 ( 35) Q 53.64 F =0 F 0.00 PE 0.00 CM2 T 16.00 0.0091 PF 0.15 SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 3 SECOND FLOOR - KITCHEN Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 37 36DQ -22.27 2.635 L 15.00 C =120 PT 18.89 ( 36) Q 31.37 F =E F 4.30 PE -2.17 CM2 T 19.30 0.0034 PF 0.07 19 37 1.682 L 131.00 C =120 PT 16.79 ( 37) Q 31.37 F =2T,2E F 17.80 PE 0.00 BL T 148.80 0.0300 PF 4.46 18 19 4.260 L 14.50 C =120 PT 21.25 ( 19) Q 31.37 F =0 F 0.00 PE 0.00 CM1 T 14.50 0.0003 PF 0.00 PT 21.25 ( 18) 18 36 1.682 L 131.00 C =120 PT 18.90 ( 36) Q 22.27 F =2T,2E F 17.80 PE 0.00 BL T 148.80 0.0159 PF 2.37 17 18DQ 31.37 4.260 L 11.00 C =120 PT 21.27 ( 18) Q 53.64 F =0 F 0.00 PE 0.00 CM1 T 11.00 0.0009 PF 0.01 PT 21.28 ( 17) 17 107 1.682 L 26.00 C =120 PT 18.43 (107) Q 50.81 F =2T F 12.80 PE 0.00 BL T 38.80 0.0733 PF 2.84 16 17DQ 53.64 4.260 L 17.00 C =120 PT 21.27 ( 17) Q 104.44 F =0 F 0.00 PE 0.00 CM1 T 17.00 0.0030 PF 0.05 15 16DQ 73.79 4.260 L 20.00 C =120 PT 21.32 ( 16) Q 178.23 F =0 F 0.00 PE 0.00 CM1 T 20.00 0.0081 PF 0.16 PT 21.48 ( 15) 25 103 1.682 L 11.00 C =120 PT 12.52 (103) Q 44.25 F =3E,T F 13.90 PE 0.00 BL T 24.90 0.0567 PF 1.41 15 25DQ 48.60 1.682 L 21.00 C =120 PT 13.93 ( 25) Q 92.85 F =2T F 12.80 PE 0.00 BL T 33.80 0.2235 PF 7.55 14 15DQ 178.23 4.260 L 14.50 C =120 PT 21.48 ( 15) Q 271.08 F =0 F 0.00 PE 0.00 CM1 T 14.50 0.0176 PF 0.26 PT 21.74 ( 14) SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 4 SECOND FLOOR - KITCHEN Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 32 24 Q 12.09 1.682 BL L 31.00 C =120 PT 18.70 ( 24) F =T F 6.40 PE 0.00 T 37.40 0.0051 PF 0.19 PT 18.89 ( 32) 14 24 1.682 L 42.00 C =120 PT 18.70 ( 24) Q 43.73 F =2T F 12.80 PE 0.00 BL T 54.80 0.0555 PF 3.04 13 14DQ 271.08 4.260 L 18.00 C =120 PT 21.74 ( 14) Q 314.81 F =0 F 0.00 PE 0.00 CM1 T 18.00 0.0232 PF 0.42 PT 22.16 ( 13) 32 33 2.635 L 50.00 C =120 PT 18.46 ( 33) Q 48.25 F =2E F 8.60 PE 0.00 CM2 T 58.60 0.0075 PF 0.44 31 32DQ 12.09 2.635 L 18.00 C =120 PT 18.90 ( 32) Q 60.34 F =0 F 0.00 PE 0.00 CM2 T 18.00 0.0113 PF 0.20 23 31 1.682 L 10.00 C =120 PT 19.10 ( 31) Q 60.34 F =2T F 12.80 PE 0.00 BL T 22.80 0.1007 PF 2.30 22 23DQ -18.81 1.682 L 10.50 C =120 PT 21.40 ( 23) Q 41.53 F =0 F 0.00 PE 0.00 BL T 10.50 0.0504 PF 0.53 PT 21.93 ( 22) 13 23 1.682 L 53.00 C =120 PT 21.39 ( 23) Q 18.81 F =2T F 12.80 PE 0.00 BL T 65.80 0.0117 PF 0.77 12 13DQ 314.81 4.260 L 10.50 C =120 PT 22.16 ( 13) Q 333.62 F =0 F 0.00 PE 0.00 CM1 T 10.50 0.0258 PF 0.27 PT 22.43 ( 12) 12 22 1.682 L 53.00 C =120 PT 21.92 ( 22) Q 15.06 F =2T F 12.80 PE 0.00 BL T 65.80 0.0077 PF 0.51 11 12DQ 333.62 4.260 L 23.00 C =120 PT 22.43 ( 12) Q 348.69 F =2E F 13.60 PE 0.00 CM1 T 36.60 0.0280 PF 1.02 PT 23.45 ( 11) SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 5 SECOND FLOOR - KITCHEN Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 11 22 1.682 L 61.00 C =120 PT 21.92 ( 22) Q 26.47 F =T,E F 8.90 PE 0.00 BL T 69.90 0.0219 PF 1.53 5 11DQ 348.69 4.260 L 14.00 C =120 PT 23.45 ( 11) Q 375.15 F =2E,BV F 25.60 PE 0.00 FM2 T 39.60 0.0320 PF 1.27 4 5 4.260 L 25.00 C =120 PT 24.72 ( 5) Q 375.15 F =0 F 0.00 PE 10.83 FR T 25.00 0.0320 PF 0.80 3 4 4.260 L 5.00 C =120 PT 36.35 ( 4) Q 375.15 F =2E F 13.60 PE 0.87 FM1 T 18.60 0.0320 PF 0.60 2 3 6.090 - L 20.00 C =150 PT 37.82 ( 3) Q 375.15 F =2E F 27.20 PE 1.30 UN T 47.20 0.0037 PF 0.17 1 2 Q 375.15 0 1 6.090 Q 375.15 6.090 L 15.00 C =150 PT 39.29 ( 2) F= 4E,DCA F 54.40 PE 0.00 UN T 69.40 0.0037 PF 0.26 AMES 3000SS 1.90 UN L 10.00 C =150 PT 41.45 ( 1) F =GV,E F 18.10 PE 0.00 T 28.10 0.0037 PF 0.10 PT 41.55 ( 0) f l% SOUTHERN FIRE CONTROL. INC. 16305 N.W. 48th. AVENUE Miami Lakes, FL 33014 Hydraulics Summary Sheet Project Information BARRY UNIVERSITY STUDENT UNION COMPLEX N.W. 115 STREET AND NORTH MIAMI AVENUE MIAMI, FLORIDA Contract No: / HYD. CALC. FILE # FITNESS Building: N/A System ID: SECOND FLOOR - FITNESS Ref. Drawing No: N/A Construction: NON- COMBUSTIBLE Occupancy: LIGHT HAZARD Authority: MIAMI DADE COUNTY System Information Hydraulics Design Criteria System Type: TREE Density: 0.10 GPM/SqFt Remote Area: 1500 SqFt Sprinkler Coverage: 324 SqFt Design Standard: N. F. P. A. 13 Hazard: LIGHT HAZARD OCCUPANCIES Figure: 5 -2.3 Curve: 1 Sprinklers / Nozzles Manufacturer: CENTRAL Model: K14 -ECOH Size: 3/4" K— Factor: 14.0 Temp. Rating: 155 EC " 2 2o 2 Designer: J.R. Calc By: J.R. Date: 07 -10 -2001 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: Combined Static: Residual: Qty Flowing: 38.47 PSI 266.31 GPM 0.00 GPM 250.00 GPM 516.31 GPM 38.47 PSI 0.00 Ft Supply... Water Flow Test Static: 50.00 PSI Residual: 45.00 PSI Qty Flowing: 1200.00 GPM Elevation: 0.00 Ft Date:02 -23 -01 Time:10:30 AM By: MIAMI DADE FIRE DEPT. Pump Data Rated: 0.0 PSI@ 0.0 GPM Boost Pres: (NA) PSI Discharge Pres: (NA) PSI Discharge Flow: (NA) GPM (NA) PSI (NA) PSI (NA) GPM Available... P) 48.95 PSI@ 516.31 GPM F) 38.47 PSI@ 1884.09 GPM Margin... Pressure: 10.48 PSI Flow: 1367.78 GPM Sigma Dynamics Corporation 7700 Summary Sheet , 100 96 92 88 84 80 76 72 68 64 60 56 52 48 44 40 36 32 28 24 20 16 12 8 4 0 150 SECOND FLOOR - ose • Margin Pressure 10.48 PSI Flow 1367.78 GPM N 125 300 450 System Deman Sprinkler Demand Additional Flows Hose at Source Total Demand 600 FITNESS 750 d.. 38.47 PSI @ 266.31 GPM 0.00 GPM 250.00 GPM 38.47 PSI @ 516.31 GPM 900 1050 Water Flow (GPM) 1200 Sigma Dynamics Corporation 7700 Supply / Demand Graph 1350 Water Supply.. Static 50.00 PSI Residual 45.00 PSI @ 1200.00 GPM Elevation 0.00 PSI 1500 SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 1 SECOND FLOOR - FITNESS Water Supply STATIC 50.00 PSI RESIDUAL 45.00 PSI CITY PRESSURE AVAILABLE AT SPR 301 302 303 304 305 306 FLOW TEST RESULTS Q 1200.00 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM FLOW FLOW K- FACTOR PRESSURE 51.84 42.99 38.50 51.71 42.88 38.40 38.40 38.40 38.40 38.40 38.40 38.40 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 14.00 14.00 14.00 14.00 14.00 14.00 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 20 TO 301 516.3 GPM 48.95 PSI 13.71 9.43 7.56 13.64 9.38 7.52 266.31 GPM 250.00 GPM 516.31 GPM 38.47 PSI 0.00 PSI 19.25 FPS a SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 2 SECOND FLOOR - FITNESS Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 305 306 1.442 L 18.00 C =120 PT 7.52 (306) Q 38.40 F =E F 2.10 PE 0.00 BN2 T 20.10 0.0924 PF 1.86 304 305DQ 42.88 1.682 L 18.00 C =120 PT 9.38 (305) Q 81.28 F =T F 6.40 PE 0.00 BN2 T 24.40 0.1747 PF 4.26 21 304DQ 51.71 1.682 L 2.00 C =120 PT 13.64 (304) Q 132.99 F =T F 6.40 PE 0.00 BN1 T 8.40 0.4344 PF 3.65 PT 17.29 ( 21) 302 303 1.442 L 18.00 C =120 PT 7.56 (303) Q 38.50 F =E F 2.10 PE 0.00 BN2 T 20.10 0.0928 PF 1.87 301 302DQ 42.99 1.682 L 18.00 C =120 PT 9.43 (302) Q 81.48 F =T F 6.40 PE 0.00 BN2 T 24.40 0.1755 PF 4.28 20 301DQ 51.84 1.682 L 2.00 C =120 PT 13.71 (301) Q 133.32 F =T F 6.40 PE 0.00 BN1 T 8.40 0.4365 PF 3.67 PT 17.38 ( 20) 20 21 4.260 L 1-8.00 C =120 PT 17.29 ( 21) Q 132.99 F =0 F 0.00 PE 0.00 FM2 T 18.00 0.0047 PF 0.08 5 20DQ 133.32 4.260 L 258.00 C =120 PT 17.37 ( 20) Q 266.31 F =0 F 0.00 PE 0.00 FM2 T 258.00 0.0170 PF 4.39 4 5 4.260 L 25.00 C =120 PT 21.76 ( 5) Q 266.31 F =0 F 0.00 PE 10.83 FR T 25.00 0.0170 PF 0.43 3 4 4.260 L 5.00 C =120 PT 33.02 ( 4) Q 266.31 F =2E F 13.60 PE 0.87 FM1 T 18.60 0.0170 PF 0.32 2 3 6.090 L 20.00 C =150 PT 34.21 ( 3) Q 266.31 F =2E F 27.20 PE 1.30 UN T 47.20 0.0020 PF 0.09 1 2 6.090 L 15.00 C =150 PT 35.60 ( 2) Q 266.31 F= 4E,DCA F 54.40 PE 0.00 UN T 69.40 0.0020 PF 0.14 AMES 3000SS 2.68 $• SUBMITTAL SERIAL NO:3030HY1 07 -10 -2001 PAGE 3 SECOND FLOOR - FITNESS Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 0 1 6.090 L 10.00 C =150 PT 38.42 ( 1) Q 266.31 F =GV,E F 18.10 PE 0.00 UN T 28.10 0.0020 PF 0.06 PT 38.48 ( 0) Project Information BARRY UNIVERSITY STUDENT UNION COMPLEX N.W. 115 STREET AND NORTH MIAMI AVENUE MIAMI, FLORIDA Contract No: / HYD. CALC. FILE # OFFICES Building: N/A System ID: OFFICES - THIRD FLOOR Ref. Drawing No: N/A Construction: NON - COMBUSTIBLE Occupancy: LIGHT HAZARD Authority: MIAMI DADE COUNTY SOUTHERN FIRE CONTROL. INC. 16305 N.W. 48th. AVENUE Miami Lakes, FL 33014 System Information Hydraulics Design Criteria System Type: TREE Density: 0.10 GPM/SqFt Remote Area: 1500 SqFt Sprinkler Coverage: VARIES SqFt Design Standard: Hazard: Figure: Hydraulics Summary Sheet N.F.P.A. 13 LIGHT 5 -2.3 Curve: 1 Sprinklers / Nozzles Manufacturer: CENTRAL Model: BU -20QR and BU -OR RECESSED Size: 3/4" and 1/2" K— Factor: 8.0 and 5.6 Temp. Rating: 155 DEC 2.2 2002 Designer: J.R. Cale By: J.R. Date: 07 -06 -2001 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: 43.10 PSI 328.18 GPM 0.00 GPM 100.00 GPM 428.18 GPM 43.10 PSI 0.00 Ft Supply... Water Flow Test Static: 50.00 PSI Residual: 45.00 PSI Qty Flowing: 1200.00 GPM Elevation: 0.00 Ft Date:02 -23 -01 Time:10:30 AM By: MIAMI DADE FIRE DEPT. Pump Data Rated: 0.0 PSI @ 0.0 Boost Pres: (NA) Discharge Pres: (NA) Discharge Flow: (NA) Combined Static: (NA) Residual: (NA) Qty Flowing: (NA) Available... P) 49.26 PSI@ 428.18 F) 43.10 PSI@ 1428.12 GPM PSI PSI GPM PSI PSI GPM GPM GPM Margin... Pressure: 6.18 PSI Flow: 999.94 GPM Sigma Dynamics Corporation 7700 Summary Sheet vu 96 92 88 84 80 76 72 68 64 60 Margin Pressure 6.16 PSI Flow 999.94 GPM • N t • i w 32 28 D N a N 1.85 OFFICES - THIRD FLOOR 150 300 450 600 750 System Demand.. Sprinkler Demand 43.10 PSI @ 328.18 GPM Additional Flows 0.00 GPM Hose at Source 100.00 GPM Total Demand 43.10 PSI @ 428.18 GPM 900 1050 Water Flow (GPM) 1200 Sigma Dynamics Corporation 7700 Supply t Demand Graph 1350 Water Supply.. Static 50.00 PSI Residual 45.00 PSI @ 1200.00 GPM Elevation 0.00 PSI 1500 SUBMITTAL SERIAL NO:3030HY1 07 -07 -2001 PAGE 1 OFFICES - THIRD FLOOR FLOW TEST RESULTS Water Supply STATIC 50.00 PSI RESIDUAL 45.00 PSI @ 1200.00 GPM CITY PRESSURE AVAILABLE AT 428.2 GPM 49.26 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 401 34.89 26.00 8.00 19.02 402 34.52 33.00 8.00 18.61 403 35.51 33.00 8.00 19.71 404 33.00 33.00 8.00 17.02 405 23.36 15.00 5.60 17.41 406 34.64 26.00 8.00 18.75 407 33.07 26.00 8.00 17.09 408 31.82 26.00 8.00 15.82 409 34.33 26.00 8.00 18.42 410 33.04 26.00 8.00 17.05 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 58 TO 409 328.18 GPM 100.00 GPM 428.18 GPM 43.10 PSI 0.00 PSI 13.23 FPS SUBMITTAL SERIAL NO:3030HY1 07 -07 -2001 PAGE 2 OFFICES - THIRD FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 60 404 1.442 L 5.00 C =120 PT 17.02 (404) Q 33.00 F =T,E F 7.50 PE 0.00 BN2 T 12.50 0.0698 PF 0.87 PT 17.89 ( 60) 409 410 1.442 L 12.00 C =120 PT 17.05 (410) Q 33.04 F =T,E F 7.50 PE 0.00 BN2 T 19.50 0.0699 PF 1.36 58 409DQ 34.33 1.442 L 2.00 C =120 PT 18.41 (409) Q 67.37 F =T F 5.40 PE 0.00 BN1 T 7.40 0.2613 PF 1.93 PT 20.34 ( 58) 407 408 1.442 L 12.00 C =120 PT 15.82 (408) Q 31.82 F =T,E F 7.50 PE 0.00 BN2 T 19.50 0.0652 PF 1.27 57 407DQ 33.07 1.442 L 8.00 C =120 PT 17.09 (407) Q 64.88 F =T F 5.40 PE 0.00 BN1 T 13.40 0.2438 PF 3.27 PT 20.36 ( 57) 56 406 1.442 L 14.00 C =120 PT 18.75 (406) Q 34.64 F =T,E F 7.50 PE 0.00 BN2 T 21.50 0.0763 PF 1.64 PT 20.39 ( 56) 60 405 1.442 L 11.00 C =120 PT 17.41 (405) Q 23.36 F =E F 2.10 PE 0.00 BN2 T 13.10 0.0368 PF 0.48 55 60DQ 33.00 1.442 L 8.00 C =120 PT 17.89 ( 60) Q 56.36 F =T F 5.40 PE 0.00 BN1 T 13.40 0.1879 PF 2.52 PT 20.41 ( 55) 54 403 1.442 L 2.00 C =120 PT 19.71 (403) Q 35.51 F =T,E F 7.50 PE 0.00 BN2 T 9.50 0.0799 PF 0.76 PT 20.47 ( 54) 59 402 1.442 L 6.00 C =120 PT 18.61 (402) Q 34.52 F =E F 2.10 PE 0.00 BN2 T 8.10 0.0758 PF 0.61 53 59 1.442 L 12.00 C =120 PT 19.22 ( 59) Q 34.52 F =T F 5.40 PE 0.00 BN1 T 17.40 0.0758 PF 1.32 PT 20.54 ( 53) SUBMITTAL SERIAL NO:3030HY1 07 -07 -2001 PAGE 3 OFFICES - THIRD FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 52 401 1.442 L 13.00 C =120 PT 19.02 (401) Q 34.89 F =T,E F 7.50 PE 0.00 BN2 T 20.50 0.0774 PF 1.59 PT 20.61 ( 52) 57 58 4.260 L 2.00 C =120 PT 20.35 ( 58) Q 67.37 F =0 F 0.00 PE 0.00 FM2 T 2.00 0.0013 PF 0.00 56 57DQ 64.88 4.260 L 8.00 C =120 PT 20.35 ( 57) Q 132.25 F =0 F 0.00 PE 0.00 FM2 T 8.00 0.0047 PF 0.04 55 56DQ 34.64 4.260 L 2.00 C =120 PT 20.39 ( 56) Q 166.89 - F =0 F 0.00 PE 0.00 FM2 T 2.00 0.0072 PF 0.01 54 55DQ 56.36 4.260 L 5.00 C =120 PT 20.40 ( 55) Q 223.26 F =0 F 0.00 PE 0.00 FM2 T 5.00 0.0123 PF 0.06 53 54DQ 35.51 4.260 L 5.00 C =120 PT 20.46 ( 54) Q 258.77 F =0 F 0.00 PE 0.00 FM2 T 5.00 0.0161 PF 0.08 52 53DQ 34.51 4.260 L 3.00 C =120 PT 20.54 ( 53) Q 293.29 F =0 F 0.00 PE 0.00 FM2 T 3.00 0.0203 PF 0.06 51 52DQ 34.89 4.260 L 104.00 C =120 PT 20.60 ( 52) Q 328.18 F =4E,BV F 39.20 PE 1.30 FM2 T 143.20 0.0250 PF 3.58 50 51 4.260 L 25.00 C =120 PT 25.48 ( 51) Q 328.18 F =0 F 0.00 PE 10.83 FR T 25.00 0.0250 PF 0.63 7 50 4.260 L 5.00 C =120 PT 36.94 ( 50) Q 328.18 F =2E,BV F 25.60 PE 0.87 FM1 T 30.60 0.0250 PF 0.77 2 7 6.090 L 205.00 C =150 PT 38.58 ( 7) Q 328.18 F =E,2EE F 34.80 PE 1.30 UN T 239.80 0.0029 PF 0.70 1 2 6.090 L 15.00 C =150 PT 40.58 ( 2) Q 328.18 F= 4E,DCA F 54.40 PE 0.00 UN T 69.40 0.0029 PF 0.20 AMES 3000SS 2.24 SUBMITTAL OFFICES - Location From To 0 1 SERIAL NO:3030HY1 THIRD FLOOR Flow in GPM Q 328.18 Pipe Size IN 6.090 UN Fittings Devices L F =GV,E F T 07 -07 -2001 PAGE 4 Equiv Friction Pressure Length Loss Summary Ft PSI /Ft PSI 10.00 C =150 PT 43.02 ( 1) 18.10 PE 0.00 28.10 0.0029 PF 0.08 PT 43.10 ( 0)