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BP-01-1165PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date Job Address \1.3 £ Tax Folio Legal Description Historically Designated: Yes No f 1 Owner/Lessee/Tenet QC —" '\ J' C S \ Master Permit # P ©k — ` ` b C '.x0.1 Owner's Address \\ Phone ` Contracting Co. S � �a �v�hC- " "� — \ Address \ toe e (L- Qualifier \\) �1 "\ AN. SO 0 45 5 Phones0s - -- (0 o State # l l 75 00 1 1unicipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR IN TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. Estimated Cost (value) C e 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 Notary as to Owner and/or Condo President My Commission Expires RADON FEES: PERMIT APPROVED: Zoning Buildin Mechanical Plumbing Buir?�. xptinsimor51 tsmmissio t # '.:C91 i1!ii,_... Date Signature of Contractor or Date Notary as to Con I My Commission RLA ' ( ' 7- "INOSAaa er Builder Date NOTARY BOND TOTAL DUE \ U v Electrical Structural Engineer 0 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 3/4/2002 J® ‘-) Applicant: Owner: Building Permit Permit Number: BP2002 -445 Contractor SOUTHERN FIRE CONTROL INC Address: 163NW 48 AVENUE Local Phone: Cellular: Parcel # 1121360000050 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 Job Address: 11300NE 2 AVE Fees: Description Amount FEE2002 - 1288 Building Fee $978.00 Total Fees: $978.00 Permit Status: Approved Permit Expiration: 8/31/2002 Construction Value: $65,200.00 Work: FIRE SPRINKLER DRAWINGS If there is no perm it packs' fee is $50.00, which must be This Permit is granted to the contr ordinances pertaining thereto and witl and approved by the proper municipa authorization. A further condition upc ordinances and regulations pertaininc by his agents, servants or employees Signed: In consideration of the issuance to with the plans, drawings, statements myself, my agent, servants or employ Signed: SOUTHERN FIRE CONTROL, INC. PIRG SPRINKLER CONTRACTING • SERVICE • INSPECTIONS 16305 NW 48TH AVENUE 306-621 -4800 MIAMI FL 33014 PAY TO THE 7a114 ORDER OF WACHOVIA Wachovia Bank, NA. Miami Lakes, FL. 33014 FOR Y4(zape Page 1 of 1 Total Fees: $978.00 Total Receipts: $0.00 L4 3E0 560o 15058 63- 1356/670 Zav BRANCH 4058 E $ ° - w , 00 DOLLARS LJ e•ev.,ry San .IB On Me following pages were originally attached to plans with the following permit # tkpcg)CA-q5 SOUTHERN FIRE CONTROL. INC. 16305 N.W. 48th. AVENUE Miami Lakes, FL 33014 Hydraulics Summary Sheet Project Information BARRY UNIVERSITY STUDENT HOUSING N.W. 115 STREET AND NORTH MIAMI AVENUE MIAMI, FLORIDA Contract No: / HYD. CALC. FILE # BARRY -3 Building: RESIDENTIAL System ID: THIRD FLOOR - 4 SPRINKLERS FLOWING Ref. Drawing No: N/A Construction: NON- COMBUSTIBLE Occupancy: RESIDENTIAL HAZARD Authority: MIAMI DADE COUNTY System Information Hydraulics Design Criteria System Type: TREE /LOOP Density: N/A GPM/SqFt Remote Area: N/A SgFt Sprinkler Coverage: VARIES SgFt Design Standard: N. F. P. A. 13R Hazard: RESIDENTIAL Figure: 4 SP. FLOW Curve: N/A Sprinklers / Nozzles Manufacturer: CENTRAL Model: LF (LOW FLOW) Size: 3/8" K— Factor: 3.0 and 3.5 Temp. Rating: 155 Designer: J.R. Calc By: J.R. Date: Revision #2: 04 -13 -2001 Hydraulics Information Demand... Spr Req'd Pres: Spr Req'd Flow: Add'I Flows: Hose at Srce: Total Flow: Total Pres: Static Elev: 42.25 PSI 48.45 GPM 0.00 GPM 100.00 GPM 148.45 GPM 42.25 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) 49.90 PSI@ 148.45 GPM F) 42.25 PSI@ 1520.79 GPM Margin... Pressure: 7.65 PSI Flow: 1372.34 GPM Sigma Dynamics Corporation 7700 Summary Sheet / 100 96 92 88 84 80 76 72 68 64 60 56 52 48 4l 40 36 32 28 2' 2fc` 1l 1 THIRD FLOOR - 4 4 0 150 300 450 System Demand Sprinkler Demand Additional Flows Hose at Source Total Demand SPRINKLERS FLOWING 600 750 900 1050 Water Flow (GPM) 42.25 PSI @ 48.45 GPM 0.00 GPM 100.00 GPM 42.25 PSI @ 148.45 GPM 1200 Sigma Dynamics Corporation 7700 Supply / Demand Graph Margin Pressure 7.65 PSI Flow 1372.34 GPM N 1.85 1350 Water Supply.. Static 50.00 PSI Residual 45.00 PSI @ 1200.00 GPM Elevation 0.00 PSI 1500 SUBMITTAL SERIAL NO:3030HY1 THIRD FLOOR - 4 SPRINKLERS FLOWING FLOW TEST RESULTS Water Supply STATIC 50.00 PSI RESIDUAL 45.00 PSI Q 1200.00 GPM CITY PRESSURE AVAILABLE AT 148.5 GPM 49.90 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 201 11.10 8.00 3.00 13.70 202 13.00 13.00 3.50 13.80 203 11.29 8.00 3.00 14.15 204 13.06 13.00 3.50 13.93 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 13 TO 204 48.45 GPM 100.00 GPM 148.45 GPM 42.25 PSI 0.00 PSI 6.83 FPS 04 -13 -2001 PAGE 1 SUBMITTAL SERIAL NO:3030HY1 04 -13 -2001 PAGE 2 THIRD FLOOR - 4 SPRINKLERS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 12 202 0.884 L 2.00 C =150 PT 13.80 (202) Q 13.00 F =E F 2.00 PE 0.00 BN T 4.00 0.0893 PF 0.36 PT 14.16 ( 12) 11 201 0.884 L 5.00 C =150 PT 13.70 (201) Q 11.10 F =E F 2.00 PE 0.00 BN T 7.00 0.0667 PF 0.47 PT 14.17 ( 11) 13 204 0.884 L 1.00 C =150 PT 13.93 (204) Q 13.06 F =E F 2.00 PE 0.00 BN T 3.00 0.0901 PF 0.27 PT 14.20 ( 13) 12 203 1.602 L 3.00 C =150 PT 14.15 (203) Q 0.70 F =0 F 0.00 PE 0.00 CM2 T 3.00 0.0000 PF 0.00 11 12DQ 13.00 1.602 L 3.00 C =150 PT 14.15 ( 12) Q 13.70 F =0 F 0.00 PE 0.00 CM2 T 3.00 0.0054 PF 0.02 8 11DQ 11.10 1.602 L 90.00 C =150 PT 14.17 ( 11) Q 24.81 F =E F 5.00 PE 0.00 CM2 T 95.00 0.0163 PF 1.55 PT 15.72 ( 8) 13 203 1.602 L 8.00 C =150 PT 14.15 (203) Q 10.58 F =E F 5.00 PE 0.00 CM2 T 13.00 0.0034 PF 0.04 8 13DQ 13.06 1.602 L 89.00 C =150 PT 14.19 ( 13) Q 23.65 F =E,T F 13.00 PE 0.00 CM2 T 102.00 0.0149 PF 1.52 PT 15.71 ( 8) 6 7 1.602 L 149.00 C =150 PT 17.88 ( 7) Q 23.65 F =2T F 16.00 PE 0.00 CM1 T 165.00 0.0149 PF 2.46 5 6 1.602 L 14.00 C =150 PT 20.34 ( 6) Q 23.65 F =2E F 10.00 PE 0.00 CM1 T 24.00 0.0149 PF 0.36 PT 20.70 ( 5) 5 7 1.602 L 158.00 C =150 PT 17.88 ( 7) Q 24.81 F =3E F 15.00 PE 0.00 CM1 T 173.00 0.0163 PF 2.82 PT 20.70 ( 5) SUBMITTAL SERIAL NO:3030HY1 04 -13 -2001 PAGE 3 THIRD FLOOR - 4 SPRINKLERS FLOWING Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 7 8 4 5 3 4 2 3 1 2 0 1 Q 48.45 Q 48.45 Q 48.45 Q 48.45 Q 48.45 Q 48.45 2.003 L 90.00 C =150 PT 15.72 ( 8) F =4E F 24.00 PE 0.00 FM3 T 114.00 0.0190 PF 2.17 PT 17.89 ( 7) 2.157 L 5.00 C =120 PT 20.70 ( 5) F =2E,BV F 13.00 PE 1.30 FM2 T 18.00 0.0200 PF 0.36 4.260 L 22.00 C =120 PT 22.36 ( 4) F =0 F 0.00 PE 9.53 FR T 22.00 0.0007 PF 0.02 4.260 L 18.00 C =120 PT 31.91 ( 3) F =3E,BV F 32.40 PE 5.20 FM1 T 50.40 0.0007 PF 0.04 4.230 L 150.00 C =150 PT 37.15 ( 2) F= 6E,2EE,DCA F 66.00 PE 1.30 UN T 216.00 0.0005 PF 0.11 AMES 3000SS 3.69 8.450 L 135.00 C =140 PT 42.25 ( 1) F =GV,2E F 39.90 PE 0.00 UN T 174.90 0.0000 PF 0.00 PT 42.25 ( 0) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request "/ / Date S'0 Time Insp'n Permit No. v RP oil/ es~ Name Address Company Phone # For Inspector: 1,20_02 Name Date Approved 7—L . 20.2-- Correction Re- Insp'n Fee 3 ��1'