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HomeMy WebLinkAbout1100 French Ave - 12-737 underground fire mainD SAN 2 2012 CITY OF SANFORD �y. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: M, �13 -1 Documented Construction Value: $ iS i 0.7 0. 0-6 Job Address: 1 1 0 0 - FRENCH AVE, SANFORD 3 2 7 71 Historic District: Yes ❑ No ❑ Parcel ID• 25- 19- 30 -5AG- 1309 -0010 Zoning: Description of Work: Underground fire main Plan Review Contact Person: SAMY MENDOZA Title: DESIGNER Phone: 407 - 323 -4200 Fax: 407 - 328 -8931 E -mail: smt-njc»a -,c)1it-hPrnfi re. net Property Owner Information Name TANDON MUKESH Phone: Street: 329 BARTON STREET Resident of property? City, State Zip: PAWTUCKET , RI 02860 Contractor Information CCt2n -ed Name SOUTHERN FIRE PROTECTION Phone: 407 - 323 -4200 Z 1 19 1 nn Street: 3801 E. qg 46 Fax: 4n7_ -i98 -8831 City, State Zip: SANFORD , FL 32771 State License No.: 74 0 72 3 0 0 0119 9 0 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E -mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) No. of Stories: Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler /Alarm ❑ No. of heads: 0 - - - -- -- -- - - -- City of Sanford 6 u i I iru� a Fire R -rep re ie 5f was 0f- - Fire. Plan Review Service Fees _Tel: 407.688.5050 - Fa:: 407.688.5051 Date: Business or Project Name: Address: Contact Name: Permit 9': �14?= —.'7-7!7 P& ✓. ro GU__I'_ Contact Pi Mara Review Information ❑ Construction ❑ C/O d Fire Alarm Fire Sprinkler ❑ Hood ❑ Tank ❑ Paint Booth Total Fees: • �� 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 HYDRAULIC DESIGN INFORMATION SHEET 1/24/12 15:20 Job Name: 1100 French Avenue - D/A #1 Location: 1100 French Avenue Sanford, Florida 32771 Drawing Date: 01 -24 -12 Remote Area Number: 1 Contractor: Southern Fire Protection of Orlando Inc. Telephone:407- 323 -4200 3801 East State Road 46 Sanford, Florida 32771 -9155 Designer: Samy Mendoza Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Bar Joist & Beam Reviewing Authorities :City of Sanford SYSTEM DESIGN Occupancy:Merchantile Code:NFPA 13 -02 Hazard:Ord Grp II System Type:WET Area of Sprinkler Oper. 900 sq ftj Sprinkler or Nozzle Density (gpm /sq ft) 0.200 1 Make: RASCO Area per Sprinkler 130.0 sq ftj Model: FlFR56 Hose Allowance Inside 0 gpm K- Factor: 5.60 Hose Allowance Outside 250 gpm Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 212 psi Required: 39.5 @ Base of Riser WATER SUPPLY Water Flow Test Pump Data Date of Test 01 -19 -12 Rated Capacity 0 gpm Static Pressure 56.0 psi Rated Pressure 0.0 psi Residual Pres 32.0 psi Elevation 0 At a Flow of 790 gpm Make: Elevation 210" Model: Location: SW Corner of 11th & Maple Street Source of Information: Southern Fire Protection SYSTEM VOLUME 360 Gallons Notes: Job #13 -12 JAMES M. CURTIS #37912 B1J--99 -7 ,11 5AX 352 -588 196 29775 BAYHEAD RD. DADE CITY, FL 33523 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 1124112 15:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 212 34.9 psi 1 4" Grvd 90 Ell 10' 120 4.026 212 0.2 1 6" x 4" Grvd Reducer 0' 120 6.065 212 0.0 1 Pipe 6" 10x21 CSC Grvd 7' 120 6.357 212 0.0 5' 120 Elevation Change 1013" 212 0.0 4.4 Total Loss for Riser 4.6 psi NOTE: Water Source has been adjusted to include a change of elevation of 2'0" flow test to point of connection Available Pressure of 48.0 psi Exceeds Required Pressure of 42.6 psi This is a safety margin of 5.3 psi or 11 % of Supply Maximum Water Velocity is 16.1 fps Hydr Ref BSR Required at Base of Riser 212 39.5 psi 1 6" Grvd 90 Ell 14' 120 6.065 212 0.0 1 Pipe 6" G1x21 5' 120 6.357 212 0.0 1 6" x 4" x 6" Fingd Tee 30' 120 6.065 212 0.1 1 6" Fingd Back Flow Valve Wilkins FIXED LOSS 212 3.0 1 6" Fingd 90 Ell 14' 120 6.065 212 0.0 1 Pipe 6" DIx18 Cl 52 6' 140 6.340 212 0.0 1 6" MJ 90 Ell 14' 120 6.065 212 0.0 1 Pipe 6" PVx20 DR -18 8' 150 6.090 212 0.0 Fixed Flow Outside Hose Allow. 250 gpm 1 6" Fingd Gate Valve Kennedy "4068 3' 120 6.065 462 0.0 Total Loss for Underground 3.2 psi Hydr Ref TEST Required at City Supply 462 42.6 psi Water Source 56.9 psi static, 32.9 psi residual @ 790 gpm 462 gpm 48.0 psi SAFETY PRESSURE 5.3 psi NOTE: Water Source has been adjusted to include a change of elevation of 2'0" flow test to point of connection Available Pressure of 48.0 psi Exceeds Required Pressure of 42.6 psi This is a safety margin of 5.3 psi or 11 % of Supply Maximum Water Velocity is 16.1 fps 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND 1124112 15:20 Page 3 HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q /C) ^1.85 / ID ^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q ^2 /ID ^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 1124112 15:20 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI ^',�)) (PSI) (GPM) (GPM) (GPM /SQ.FT) 1 10.08 20.8 1S 9.67 5.60 19.9 25.0 25.0 0.20 2 10.08 22.5 2S 9.67 5.60 21.5 26.0 24.0 0.22 3 10.08 24.2 3S 9.67 5.60 23.2 26.9 24.0 0.22 4 10.08 26.0 4S 9.67 5.60 24.8 27.9 24.0 0.23 5 10.08 20.9 5S 9.67 5.60 20.0 25.1 25.0 0.20 6 10.08 22.6 6S 9.67 5.60 21.6 26.0 24.0 0.22 7 10.08 24.3 7S 9.67 5.60 23.3 27.0 24.0 0.23 8 10.08 26.1 8S 9.67 5.60 25.0 28.0 26.0 0.22 Al 10.08 30.2 A2 10.08 30.4 A3 10.08 32.1 A4 10.25 32.8 A5 10.25 33.7 W 10.25 34.9 Max velocity of 16.07 occurs in the pipe from 8 TO A2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 1124112 15:20 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 25.00 1.083 IT 0.42 19.9 19.9 K = 5.60 is C =120 5.84 -0.2 0.0 25.00 0.168 6.26 1.1 19.9 Vel = 8.79 1.083 10.00 20.8 20.8 EqK = 5.48 1 C =120 0.00 0.0 0.0 25.00 0.168 10.00 1.7 20.8 Vel = 8.79 25.99 1.417 10.00 22.5 22.5 EqK = 5.48 2 C =120 0.00 0.0 0.0 50.99 0.170 10.00 1.7 22.5 Vel = 10.47 26.95 1.650 10.00 24.2 24.2 EqK = 5.48 3 C =120 0.00 0.0 0.0 77.93 0.178 10.00 1.8 24.2 Vel = 11.81 27.92 1.650 IT 4.63 26.0 26.0 EqK = 5.48 4 C =120 9.02 0.0 0.0 105.85 0.313 13.64 4.3 26.0 Vel = 16.04 3.260 12.00 30.2 30.2 Al C =120 0.00 0.0 0.0 105.85 0.011 12.00 0.1 30.2 Vel = 4.11 106.09 3.260 IT 21.33 30.4 30.4 A2 C =120 20.16 0.0 0.0 See PATH 2 211.94 0.041 41.49 1.7 30.4 Vel = 8.23 4.260 2E 45.01 32.1 32.1 A3 C =120 26.33 -0.1 0.0 211.94 0.011 71.34 0.8 32.1 Vel = 4.82 4.260 IT 52.00 32.8 32.8 A4 C =120 26.33 0.0 0.0 211.94 0.011 78.33 0.9 32.8 Vel = 4.82 4.260 IT 81.00 33.7 33.7 A5 C =120 26.33 0.0 0.0 211.94 0.011 107.33 1.2 33.7 Vel = 4.82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 1124112 15:20 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn W 211.94 34.9 K = 35.90 25.99 1.083 1T 0.42 21.5 21.5 K = 5.60 2S C =120 5.84 -0.2 0.0 25.99 0.181 6.26 1.1 21.5 Vel = 9.14 2 25.99 22.5 K = 5.48 26.95 1.083 1T 0.42 23.2 23.2 K = 5.60 3S C =120 5.84 -0.2 0.0 26.95 0.193 6.26 1.2 23.2 Vel = 9.48 3 26.95 24.2 K = 5.48 27.92 1.083 1T 0.42 24.8 24.8 K = 5.60 4S C =120 5.84 -0.2 0.0 27.92 0.206 6.26 1.3 24.8 Vel = 9.82 4 27.92 26.0 K = 5.48 PATH 2 FROM HYDRAULIC REFERENCE 5 TO A2 25.06 1.083 1T 0.42 20.0 20.0 K = 5.60 5S C =120 5.84 -0.2 0.0 25.06 0.169 6.26 1.1 20.0 Vel = 8.81 1.083 10.00 20.9 20.9 EqK = 5.48 5 C =120 0.00 0.0 0.0 25.06 0.169 10.00 1.7 20.9 Vel = 8.81 26.05 1.417 10.00 22.6 22.6 EqK = 5.48 6 C =120 0.00 0.0 0.0 51.10 0.171 10.00 1.7 22.6 Vel = 10.50 27.01 1.650 10.00 24.3 24.3 EqK = 5.48 7 C =120 0.00 0.0 0.0 78.11 0.178 10.00 1.8 24.3 Vel = 11.84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1100 French Avenue - D/A #1 Drawing Date:01 -24 -12 1124112 15:20 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 5 TO A2 CONTINUED 27.98 1.650 1T 4.63 26.1 26.1 EqK = 5.48 8 C =120 9.02 0.0 0.0 106.09 0.314 13.64 4.3 26.1 Vel = 16.07 A2 106.09 30.4 K = 19.25 26.05 1.083 1T 0.42 21.6 21.6 K = 5.60 6S C =120 5.84 -0.2 0.0 26.05 0.182 6.26 1.1 21.6 Vel = 9.16 6 26.05 22.6 K = 5.48 27.01 1.083 1T 0.42 23.3 23.3 K = 5.60 7S C =120 5.84 -0.2 0.0 27.01 0.194 6.26 1.2 23.3 Vel = 9.50 7 27.01 24.3 K = 5.48 27.98 1.083 1T 0.42 25.0 25.0 K = 5.60 8S C =120 5.84 -0.2 0.0 27.98 0.207 6.26 1.3 25.0 Vel = 9.84 8 27.98 26.1 K = 5.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 0 0 0 O O = N CU VJ 4i D •• 3 CEO _ E E ._ ._ U) O. O_ Cl) cn Q.afaf0-0- ioNNMM T (D 0 CN to N O � f3f 0 C 3.U) + oLU u " >, >, u -0 Cacnv) Cl) = CU Q., (0 2E E L c .cn a- T O O O r p O U') CY) � N � C T o O (D >U LL OW —0i T _Q 0 � r ti 3 3 N N N co > > Cif r Q Q C (0 C C LL N a) LL LL � O O C i O O E ir+-- cory, b O O Cfl U') V U V U M N T D D n O LO "It Co O d• CL O �O "' 3 M 0 O O M Q N O O N O LO T O O LL CV O Q 0 N b O O Cfl U') V U V U M N T D D n O LO "It Co O d• CL O �O "' 3 M 0 O O M Q N O O N O LO T O O LL 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 HYDRAULIC DESIGN INFORMATION SHEET 1/24/12 14:14 Job Name: 1100 French Avenue - D/A #2 Location: 1100 French Avenue Sanford, Florida 32771 Drawing Date: 01 -24 -12 Remote Area Number: 2 Contractor: Southern Fire Protection of Orlando Inc. Telephone:407- 323 -4200 3801 East State Road 46 Sanford, Florida 32771 -9155 Designer: Samy Mendoza Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel Bar Joist & Beam Reviewing Authorities:City of Sanford SYSTEM DESIGN Code:NFPA #13 -02 Hazard:Ord Grp II Occupancy:Merchantile System Type:WET Area of Sprinkler Oper. 1359 sq ft] Sprinkler or Nozzle Density (gpm /sq ft) 0.200 1 Make: RASCO Area per Sprinkler 130.0 sq ft] Model: F1FR Hose Allowance Inside 0 gpm K- Factor: 8.00 Hose Allowance Outside 250 gpm Temperature Rating: 200 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 403 psi Required: 30.2 @ Base of Riser WATER SUPPLY Water Flow Test Pump Data Date of Test 01 -19 -12 Rated Capacity 0 gpm Static Pressure 56.0 psi Rated Pressure 0.0 psi Residual Pres 32.0 psi Elevation 0 At a Flow of 790 gpm ► Make: Elevation 210" Model: Location: SW Corner of 11th & Maple Street Source of Information: Southern Fire Protection SYSTEM VOLUME 360 Gallons Notes: Job #13 -12 JAMES M. CURTIS #3791 29775 EAYHEAD RD. DARE CITY, EL 33,923 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 2 1 4" Grvd 90 Ell 10' 120 4.026 1 6" x 4" Grvd Reducer 0' 120 6.065 1 Pipe 6" 10x21 CSC Grvd 7' 120 6.357 Elevation Change 1013" Total Loss for Riser Hydr Ref BSR Required at Base of Riser 1 6" Grvd 90 Ell 14' 120 6.065 1 Pipe 6" G1x21 5' 120 6.357 1 6" x 4" x 6" Fingd Tee 30' 120 6.065 1 6" Fingd Back Flow Valve Wilkins FIXED LOSS 403 1 6" Fingd 90 Ell 14' 120 6.065 1 Pipe 6" DIx18 Cl 52 6' 140 6.340 1 6" MJ 90 Ell 14' 120 6.065 1 Pipe 6" PVx20 DR -18 8' 150 6.090 Fixed Flow Outside Hose Allow. 1 6" Fingd Gate Valve Kennedy "4068 3' 120 6.065 Total Loss for Underground Hydr Ref TEST Required at City Supply Water Source 56.9 psi static, 32.9 psi residual @ 790 gpm SAFETY PRESSURE 1124112 14:15 FLOW LOSS gpm psi TOTALS 403 25.2 psi 403 0.5 403 0.0 403 0.0 4.4 5.0 psi 403 30.2 psi 403 0.1 403 0.0 403 0.2 403 3.0 403 0.1 403 0.0 403 0.1 403 0.0 250 gpm 653 0.0 3.6 psi 653 33.8 psi 653 gpm 40.0 psi 6.2 psi NOTE: Water Source has been adjusted to include a change of elevation of 2'0" flow test to point of connection Available Pressure of 40.0 psi Exceeds Required Pressure of 33.8 psi This is a safety margin of 6.2 psi or 15 % of Supply Maximum Water Velocity is 9.2 fps 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND 1124112 14:15 Page 3 HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q /C) ^1.85 / ID ^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q ^2 /ID ^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 1124112 14:15 Page 4 NODE NUMBER ELEVATION (FT) SPRINKLER K- FACTOR (GPM /(PSI ^11)) PRESSURE (PSI) ACTUAL FLOW (GPM) MINIMUM FLOW (GPM) ACTUAL DENSITY (GPM /SQ.FT) 21 25.41 8.00 10.2 25.6 25.6 0.20 22 22.48 8.00 12.0 27.7 24.0 0.23 23 19.54 8.00 14.1 30.1 25.6 0.24 24 25.41 8.00 10.3 25.6 25.6 0.20 25 22.48 8.00 12.0 27.7 24.0 0.23 26 19.54 8.00 14.2 30.1 25.6 0.24 27 25.41 8.00 10.3 25.7 25.6 0.20 28 22.48 8.00 12.1 27.8 24.0 0.23 29 19.54 8.00 14.2 30.2 25.6 0.24 30 25.41 8.00 11.9 27.6 25.6 0.22 31 22.48 8.00 13.7 29.6 24.0 0.25 32 19.54 8.00 16.0 32.0 25.6 0.25 34 22.48 8.00 14.9 30.8 24.0 0.26 35 19.54 8.00 16.4 32.4 26.0 0.25 A4 10.25 20.1 A5 10.25 21.3 Bl 18.94 15.2 B2 18.94 15.2 B3 18.94 15.3 C1 18.94 17.2 C2 18.94 17.2 W 10.25 25.2 Max velocity of 9.16 occurs in the pipe from W TO A5 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 1124112 14:15 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 21 TO W (PRIMARY PATH) 25.60 1.417 10.00 10.2 10.2 K = 8.00 21 C =120 0.00 1.3 0.0 25.60 0.048 10.00 0.5 10.2 Vel = 5.26 27.70 1.650 10.00 12.0 12.0 K = 8.00 22 C =120 0.00 1.3 0.0 53.30 0.088 10.00 0.9 12.0 Vel = 8.08 30.08 2.114 1T 2.06 14.1 14.1 K = 8.00 23 C =120 11.16 0.3 0.0 83.38 0.060 13.22 0.8 14.1 Vel = 7.70 4.260 12.00 15.2 15.2 B1 C =120 0.00 0.0 0.0 83.38 0.002 12.00 0.0 15.2 Vel = 1.90 83.46 4.260 12.00 15.2 15.2 B2 C =120 0.00 0.0 0.0 See PATH 2 166.84 0.007 12.00 0.1 15.2 Vel = 3.79 83.72 4.260 2E 13.56 15.3 15.3 B3 C =120 1T 52.67 3.8 0.0 See PATH 3 250.56 0.015 66.23 1.0 15.3 Vel = 5.70 4.260 1T 52.00 20.1 20.1 A4 C =120 26.33 0.0 0.0 250.56 0.015 78.33 1.2 20.1 Vel = 5.70 152.51 4.260 1T 81.00 21.3 21.3 A5 C =120 26.33 0.0 0.0 See PATH 4 403.07 0.037 107.33 3.9 21.3 Vel = 9.16 W 403.07 25.2 K = 80.29 PATH 2 FROM HYDRAULIC REFERENCE 24 TO B2 25.63 1.417 10.00 10.3 10.3 K = 8.00 24 C =120 0.00 1.3 0.0 25.63 0.048 10.00 0.5 10.3 Vel = 5.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 1124112 14:15 15.3 K = 21.40 Tyco Fire Products 30 TO A5 Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt 11.9 11.9 REF 8.00 "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft 27.60 TOTAL Pf Pn 11.9 Vel = PATH 2 FROM HYDRAULIC REFERENCE 24 TO B2 CONTINUED 1.650 10.00 13.7 13.7 27.72 1.650 31 10.00 12.0 12.0 K = 8.00 25 C =120 57.23 0.00 1.3 0.0 13.7 Vel = 8.67 53.35 0.088 10.00 0.9 12.0 Vel = 8.08 30.11 2.114 1T 2.06 14.2 14.2 K = 8.00 26 C =120 11.16 0.3 0.0 83.46 0.060 13.22 0.8 14.2 Vel = 7.70 B2 83.46 15.2 K = 21.39 PATH 3 FROM HYDRAULIC REFERENCE 27 TO B3 25.72 1.417 10.00 10.3 10.3 K = 8.00 27 C =120 0.00 1.3 0.0 25.72 0.048 10.00 0.5 10.3 Vel = 5.28 27.81 1.650 10.00 12.1 12.1 K = 8.00 28 C =120 0.00 1.3 0.0 53.53 0.089 10.00 0.9 12.1 Vel = 8.11 30.19 2.114 1T 2.06 14.2 14.2 K = 8.00 29 C =120 11.16 0.3 0.0 83.72 0.061 13.22 0.8 14.2 Vel = 7.73 B3 83.72 15.3 K = 21.40 PATH 4 FROM HYDRAULIC REFERENCE 30 TO A5 27.60 1.417 10.00 11.9 11.9 K = 8.00 30 C =120 0.00 1.3 0.0 27.60 0.055 10.00 0.5 11.9 Vel = 5.67 29.63 1.650 10.00 13.7 13.7 K = 8.00 31 C =120 0.00 1.3 0.0 57.23 0.100 10.00 1.0 13.7 Vel = 8.67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1100 French Avenue - D/A #2 Drawing Date:01 -24 -12 1124112 14:15 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 30 TO A5 CONTINUED 32.00 2.114 1T 2.06 16.0 16.0 K = 8.00 32 C =120 11.16 0.3 0.0 89.23 0.068 13.22 0.9 16.0 Vel = 8.24 4.260 12.00 17.2 17.2 Cl C =120 0.00 0.0 0.0 89.23 0.002 12.00 0.0 17.2 Vel = 2.03 63.28 4.260 2E 25.56 17.2 17.2 C2 C =120 26.33 3.8 0.0 See PATH 5 152.51 0.006 51.90 0.3 17.2 Vel = 3.47 A5 152.51 21.3 K = 33.07 PATH 5 FROM HYDRAULIC REFERENCE 34 TO C2 30.83 1.650 10.00 14.9 14.9 K = 8.00 34 C =120 0.00 1.3 0.0 30.83 0.032 10.00 0.3 14.9 Vel = 4.67 32.45 2.114 1T 2.06 16.4 16.4 K = 8.00 35 C =120 11.16 0.3 0.0 63.28 0.036 13.22 0.5 16.4 Vel = 5.84 C2 63.28 17.2 K = 15.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) a� v E - � 3 0)rn 000 Q N o _ O _ E E.-.- Cl) 0- n. w Cl) 0- rnrnCL 0- QOMMNCO �N L v 3 ooL_a s��= w v - ) >, 42 -,a Cacncnal= m C- CU 06 _ E 000� o CON�0) L LO M r O i C T L O ai U as � j U U) I (III N � U ■ — N M O N _Q i T ti N O N ch > >(BN L (� C L O LL a) a LL LL o oo � -+�+ O O ocE T T Q3 N T r C) w 0- U) I CL tm N 3 n 0 n n 0 LL STA'T'E OF FLORIDA s„E (DEPARTMENT OF FINANCIAL SERVICES � DIVISION OF STATE FIRE MARSHAL TALLAHASSEE, FLORIDA CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT: ROBERT H CALDWELL JR 3801 EAST STATE RD 46 SANFORD. FL 3277I- BUSINESS ORGANIZATION: SOUTHERN FIRE PROTECTION OF ORLANDO INC CONTRACTOR I INCLUDES THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY, EXPERIENCE, KNOWLEDGE, SCIENCE, AND SKILL TO INTELLIGENTLY LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, REPAIR, OR SERVICE ALL TYPES OF FIRE PROTECTION SYSTEMS, EXCLUDING PRE - ENGINEERED SYSTEMS. 07 L?L 2 L0101 07 1 15 Seminole Issue Date Type Class County 74072300011990 License/Permit Number Chief Financial Officer a-6-7' "/'� I927150001 1 150.00 06 30 2012 Application # Taxes & Fees • Expire Date S EWOLF COUNTY BUSINESS 'SAX RECEIPT RAY VALDES, SEIVHNOLE COUNTY TAX COLLECTOR PO Box 630 91 San -ford, FL 32772 -0630 u Telephone: 407 -665 -1000 ww.sexub-ioletax.org VALID THROUGH 09/30/12 SOUTHERN FIRE PROTECTION OF ORL INC 3801 E SR 46 SANFORD, FL 32771 LEONARD M HOLLIS (PRES) Account #:053465 REGULATED License # - 740723000290/190 Qualifier- LEONARD HOLLIS Southern P'ir•e Protection of Orlando, Inc. 3801 E. SR 46, Sanford, FL 32 771 -91 55 Phone: (407) 323 -4200 Fax: (407) 328 -8931 Emergency: (407) 328 -2912 LIMITED POWER OF ATTORNEY Building Department , 2012 I hereby name and appoint the following: Anton Mihelic. Brian Moore. Jeremv Wilkerson. Christv Caldwell. Vince Hollis Les Jones, Kevin Rodebaugh, and /or Chad Reyes Printed Name of Appointee(s) Southern Fire Protection of Orlando'Inc Company Name of Appointee To be my lawful attorney -in -fact to act for me in submitting and receiving Commercial/Residential Permitting, and to. do: all things necessary to this appointment. Ott) - /&)itC ' � L/L_e-'' Project Name /(cri, Proiect Address WITNESS WITNESS State of Florida County of Seminole Sworn to and subscribed before me this Signed: _ - By: Robert H. Cald ell, Jr. President License 974072300011990 day of 2012 By Robert H. Caldwell, Jr., who is personally known to me � / �t�Y'� Notary Public State of Florida Notary Public Carmen Ramirez a My Commissiori OD844434 My Commission Expires: 04/30/2012.," �d' Expires ()4/30/2012 Credibility 9 Integrity 0 This instrument prepared by: CARMEN RAM IRE Z Name: SOUTHERN FIRE PROTECTION PARSWE NME, CLERIC OF CIRWIT CUT Address: 3801 E . SR 46, SANFORD , FL 32771 S ItdXE COW" RH 0T N'. P'g 115; QPQ) NOTICE OF COMMENCEMENT GLERK" S # 2-101120%09235 REL -ORDED WeVeN112 1a:5t1:1s PM STATE OF FLORIDA Permit #: RECCiRDINS FEB 10.00 COUNTY OF SEMINOLE PARCEL ID #: 25-19-3 0 - 5AG -1 309-001 &-CU ED BY T Smith THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I Description of Property: (Legal description of the property and street address if available) 1 1 0 0 FRENCH AVE .qANFnRD., FL 32771 _ ev% 2 General Description of Improvements: UNDERGROUND FIRE MAIN AND INSIDE FIRE SPRI 3 Owner Name: TANI)CIN MUKEsH Phone: Address: '129 BARTON ST, PAWTUCKET , RI 02860 Interest in property: Name & Address of fee simple titleholder: (if other than owner) 4 Contractor's Name: Address 5 Surety Name: Address: 6 Lender Name: SOUTHERN FIRE PROTECTION Phone: 407- 323 -4200 3_8_01 E. SR 46, SANFORD FL 32771 Phone: Amount of Bond: $ Phone: Address: 7 Persons within the State of Florida designated by Owner upon who notice or other documents may be served as provided by Section 713.13(i)(a) 7. Florida Statues: Name: Phone: Address: 8 In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Phone: Address: 9 Expiration Date of Notice of Commencement: (the expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of O r or O ner's Authorized Officer / Director / Partner / Manager PRESIDENT Signatory's Title /Office The foregoing instrument was acknowledged before me this 2 5 day of January 12012 by Robert H. Caldwell Jr (name of person) as PreSidnet Southern Fire Protectio oeo °U4 Notary Public State of Florida ? , Carmen Ramirez * My Commission 4D84443d Exnlres 041130!2012 of authority, ...e.g. officer, trustee, attorney in fact) for of party on behalf of whom instrument was executed). e � <� 6:z Signature of Notary Public, State of Fforida Print, Type or Stamp Commissioned Name of Notary Public Personally Known V . or Produced Identification ❑ Verification Pursuant to Section 92.525 Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. July 2007 StgnNatural Perso igning Above SOUTHERN FIRE PROTECTION, INC. 3801 E. State Road 46 Sanford, Florida 32771 TELEPHONE (407) 323 -4200 FAX (407) 328 -8939 TO CITY OF SANFORD LETTER OF TRANSMITTAL DATE: 01/25/12 JOB NO: 20013 -12 ATTN: PERMIT DEPT RE: 1100 FRENCH AVE 1100 FRENCH AVE SANFORD, FL WE ARE SENDING YOU ❑X Attached Under separate cover via the following items: Shop drawings Prints Plans Samples Specifications Letter Change order El COPIES DATE NO. DESCRIPTION 1 PERMIT APPLICATION 1 LICENSE 1 POWER OF ATTORNEY 1 NOTICE OF COMMENCEMENT 1 LIABILITY INSURANCE 1 PROPERTY APPRAISAL 1 SIGNED CONTRACT 3 1 -1 SETS OF SIGNED AND SEALED FIRE SPRINKLER PLANS 3 1 -2 SETS OF SIGNED AND SEALED HYDRAULIC CALCULATIONS 1 SET OF CUT SHEETS THESE ARE TRANSMITTED as checked below: QX For approval FlApproved as submitted El For your use Approved as noted DAs requested FiReturned for corrections ElFor review and comment E-1 RE [� Resubmit copies for approval ]Submit copies for distribution Return corrected booklet PRINTS RETURNED AFTER LOAN TO US SOUTFIR -02 NIBLACKD A�ORO° CERTIFICATE OF LIABILITY INSURANCE °ATE""' 1/111/2011 /2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License # L000107 Insurance Office of America 1855 West State Road 434 Longwood, FL 32750 g CONTACT NAME: Valli Ritenour PHONE FAX A/C No EXI : (407) 788 -3000 (A/C No): (407) 788 -7933 E -MAIL �• ADDRESS: valli.ritenour loausa.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Everest Indemnity 110851 INSURED Southern Fire Protection of Orlando, Inc. 3801 E. State Road 46 Sanford, FL 32771 -9155 INSURER B: The Hanover American Insurance Company 36064 INSURERC:Zenith Ins Co 13269 INSURER D: Travelers Property Casualty Company of America 25674 INSURER E : 5 2,000,000 INSURER F: S 2,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT R LTR r TYPE OF INSURANCE ADD INSR S BR WVD POLICY NUMBER POLICY EFF POLICY (MMIDD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY A X COMMERCWL GENERAL LIABILITY CLAIMS -MADE X OCCUR X XCU Included X Contractual Liab �GE 'N'LAGCREGATELIMITAPPLIESPER: POLICY X PRO LOG AUTOMOBILE LIABILITY B X J ANY AUTO ALL OWNED SCHEDULED J AUTOS AUTOS NON -0WNED HIRED AUTOS X AUTOS 51GL005992121 AZJ940428900 1/1/2012 1/112012 ! 1/1/2013 111/2013 EACH OCCURRENCE _ rD� MAGI TO RENTED PREMISES (Ea occurrence MED EXP (Any one person) _8 1,000,000 - I $ 50,000 S 5,000 PERSONAL &PDVINJURY S 1,000,000; GENERAL AGGREGATE 5 2,000,000 PRODUCTS- COMP /OPAGG S 2,000,000 COMBI NED SINGLE LIMIT Ea acddenl $ 1 000 000 S , , BODILY INJURY (Per person) $ BODILY INJURY Per accident ( ) $ PROPERTY DAMAGE Peracddent $ $ ~ UMBRELLA A j~ r -- LIAB X OCCUR EXCESS LIAB CLAIMS -MADE/ DED X RETENTIONS 10,000 51CC002108121 11112012 111/2013 EACH OCCURRENCE $ 6,000,0001 AGGREGATE_ _ $ 6,000,000 _T 1 S WORKERS AND EMPLO ERSELIABII COMPENSATION ANY PROPRIETOR /PARTNER/EXECUTIVEY/❑N C OFFICER /MEMBER EXCLUDED? N (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below F NIA Z071831001 1/1/2012 111/2013 VIC X TORY LIMITS L_ I OER I E.L. EACH ACCIDENT $ 500,000. E.L. DISEASE - EA EMPLOYEE S 500,000 -- — -- -- - 1 S 500,000' — E.L. DISEASE - POLICY LIMIT p Leased /Rented Equip I I QT6604048B468 1/1/2012 1/1/2013 1,000 Deductible 50,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) I CERTIFICATE HOLDER City of Sanford P O Box 1788 ACORD 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SCPA Parcel View: 25 -19 -30 -5AG -1309 -0010 t:r. �vitl .Ji.rFr, .. �,, c::r n parcel: 25- 19 -30- SAG - 1309 -001/3 PROPERTY Owner: TANDON MUKESH APPRAISER Pi,opefty Property Address: 1100 FRENCH AVE SANFORD, FL 32771 < Back I < Previous Parcel I Next Parcel > Save Layout Reset Layout New Search ---------- ----- ________ __— ...___ _..... ,...._- .._._., Parcel: 25.19 -30. 5AG -1 309 -0010 ; Value Summary Property Address: 1 100 FRENCH AVE Owner: TANDON MUKESH Mailing: 32.9 BARTON ST PAWTUCKET, RI 02860 Subdivision Name: SANFORD TOWN OF Tax District: 54- SANFORD- 17 -92 REDVDST Exemptions: DOR Use Code: 11- STORES GENERAL -ONE STORY Map Aerial Both Footprint I + Extents f Center ! Larger Map I Dual Map View - External I Tax Amount Without SOH: S1 ?.104 2011 Tax Bill Amount 512<104 Tax Estimator Save Our Homes Savings: SO - Does NOT INCLUDE Non Ad Valorem Assessments L...._..........._ ....................... .. ... ....... .......... ... ..... ..... ........... _......... .. Legal Description LEG LOTS 1 2 + N 50 17 OF LOT 3 + ALL LOTS 6 + 7 ELK 13 TR 9 + 1/2 OF VACD ALLEY ADJ THERETO T OWN OF SANFORD PB 1 PG S 7 _..._..._. _.. - - --- ...... _._... 'Rix Details Taxing Authority 2012 Working 2011 Certified Taxable !'alue Values Values Valuation 5602.97 Schools Method Cost;t.':arket Cost-Market Number of — - -- Buildings 2 L Depreciated .5602,970 County Bends Bldg Value $384,356 S385.948 Deprecated 03717 0890 EXFT Value 81,584 $1.581 Land Value 03085 0073 (Market) 5217,000 521 7.000 Land Value Ag 02420 0248 Just /Market lrtl; roved No Value 5502.970 5607,532 Portability Adj - Save Our Homes 50 50 Adj Amendment 1 ;o s r! Adj Assessed Value 5602,970 1_60,5 i2 Tax Amount Without SOH: S1 ?.104 2011 Tax Bill Amount 512<104 Tax Estimator Save Our Homes Savings: SO - Does NOT INCLUDE Non Ad Valorem Assessments L...._..........._ ....................... .. ... ....... .......... ... ..... ..... ........... _......... .. Legal Description LEG LOTS 1 2 + N 50 17 OF LOT 3 + ALL LOTS 6 + 7 ELK 13 TR 9 + 1/2 OF VACD ALLEY ADJ THERETO T OWN OF SANFORD PB 1 PG S 7 _..._..._. _.. - - --- ...... _._... 'Rix Details Taxing Authority Assessment Value Exempt Values Taxable !'alue _ County General Fund 5602.97!0 50 5602.97 Schools ,607_,970 50 5602,970 City Sanford 5602.970 50 5602,970 Sj41IM(Saim:Johns Water Management) 5602,970 50 .5602,970 County Bends 5602.970 $0 Sf±02,970 Deed Date Book Page Amount Vacjln!p Qualified CERTIFICATE OF TITLE 03,2010 07348 0283 S10G _ improved No 4,VARRANTY DEED 0.1/2007 06672 0279 S590.000 Sales ........ ......... _..-- - -- No WARRANTY DEED 04,2002 04369 Deed Date Book Page Amount Vacjln!p Qualified CERTIFICATE OF TITLE 03,2010 07348 0283 S10G _ improved No 4,VARRANTY DEED 0.1/2007 06672 0279 S590.000 !reproved No WARRANTY DEED 04,2002 04369 1292 5402,000 improved No QUIT CLAIM DEED 08/1999 03717 0890 5100 Irnpioved No -- QUIT CLAIM DEED 12/1995 03085 0073 5100 improved No QUIT CLAIM DEED] 04/1992 02420 0248 5100 lrtl; roved No Page 1 of 2 http : / /www.scpafl.org/ParcelDetails .aspx ?PID= 25- 19 -30- 5AG -1309 -0010 1/25/2012 Seller hereby submits specifications and estimates to provide labor and material to: UNDER.GftdUND FIRE MAIN; We will begin with a 6" tap of the existing O" water line located in the Northwest comer of property. We will supply and install one (1) 6" DDC, one (1) Fire Dept. Coma., and approximately 85 ft of 6" C900 DR144 piping to Ift. above finish floor. The underground will be designed, installed, and inspected per Nl1PA 24 and the local authority. PRICE: S 13,070.00 INSIDE FIRE SF ER SYSTEM We will begin at 1ft. alcove finished floor and install one (1) complete wet sprinkler system. All pipe sizes, head types, and locations will be per Southern Fire Protection's hydraulic calculations and shop drawings. Chrome semi recessed quick response pendant sprinklers will be installed in all ceiling areas, and brass quick response upright sprinklers above ceiling and lift. The riser assembly will consist of a control valve, mow switch, gauges, drain, and an electric bell. PRICE: $ 22,164.00 EXCLUSIONS: 1, Any work in roadway 2. Connection fees, meter fees or impact fees 3. Dewatering, well - pointing, or shoring 4. Compaction or tests thereof 5. Chlorination or tests thereof 6. Removal of debris from the jobsite 7_ Unforeseen obstructions or rock removal S. Gravel/ Rock bedding 9. Street opening permit 10. Right of Way permit 11. D.O.T. permit 12, D.E.P, permit 13. Fire hydrants 14. Patching and/or repairing of pavement, concrete and/or relandscaping 15. Adequacy of water supply 16, Centering of sprinkler heads in ceiling tile 17. Alarm supervision, central station alarm service or annunciator panel 18. Electrical wining of alan -ns, panels, switches or fire pump 19. Insulation of piping or cold weather protection 20. Dry pipe or anti - breeze systems or related components 21. Bond (Add 1.5 %) goo Gj YVd TENT ZT016/90 /To *PIPE QEALIFICATION *: Be advised that the above prices Include current prices for black steel pipe and current prices on 0900 PVC pipe. Due to supplier shortages of steel products, and shortages of resin for the manufacturing of 0900, our pipe prices are rising weekly / moothly. As a result of this, we reserve the right, at the time of signing, at the time of material ordering, and for the duration of the project to adjust the pipe cost in this bid. If prices should be lower by any chance, these savings will be passed on to the buyer as well as if it's higher. OUA.LMCATIONS: 1. All pipe to be in accordance with latest edition ofNFPA #13 and designed to withstand a working Pressure of 175 -PSI cold water 2. The owner is responsible for providing adequate heat to protect wet systems and dry pipe valves from freezing 3. Due to supplier increases quotation is good for a maximum of 30 days All work will be done in accordance with NFPA #13 All piping will meet ASTM A120 and ASTM A135 standards and will be Mack Steel Schedule 10 and 40. LA13OR: All work is to be done by skilled, ABC/FAST (Florida Automatic Fire Sprinkler Training) sprinkler fitters, without union affiliation, during normal working hours and days, and when complete will be subject to inspection by the local fire department. Payment to be made as follows: Invoice by the 25th, paid by the 10th with 10% retainage. Applicable tax is included unless otherwise noted. Acceptance of Proposal: The above price of $35,230.00 specifications and conditions are satisfactory and are hereby accepted. Seller is authorized to do the work as specified. Payment will be made as outlined above. BUYER: �� i'�i�- L CY Gam,.... DATE: SELLER: SOUTHERN FIRE PROTECTION OF ORLANDO, INC. Vince Hollis Sales Representative c0c) in :YVd T� : TT 9TOZ /90 /TO