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HomeMy WebLinkAbout3803 Orlando Dr 02-2276 Fire sprinkler inspection Walgreens3903 6ecojww ako SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Bog 1788; Sanford, FL 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: November 12, 2002 Business Address: 3803 S. Orlando Drive Occ. Ch. 36 (New Mercantile) Business Name: Wall -Greens Ph. ( ) Contractor: Lucas Fire Protection/ Tom Lucas Ph. (813) 907-8257 Fax. (813) 907-8257 Reviewed O Reviewed with comment [ X ] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: The following comments below with a (*) sign will require an answer back in writing. 1.1 Application — Ordinary Hazard group II> "contents are moderate to high, stockpiles do not exceed (12 ) twelve feet high (per N.F.P.A. #13). 1.2 Scope of Work- * Point of service S ft. stub out 1.3 License - * Class (S) five or (1) one license required for the under ground fire line installer, submit application for under ground work and F.D. C. 1.4 Under ground work- *(6')six inch C-900 p.v.c. pipe required to be hydroid for two hours with a 6min flush Inside work- ]]]fire sprinkler head install with the following heads 0 44 central heads eslo ssp chr 14.5 "k"factor. 70- (44) 0 5 central heads eslo ssp chr 14.5 " k" factor . 70—(5) 0, Viking "M" SSP S. S "k " factorl /2 " office (24) 1 SANFORD FIRE;DEPARTMENT FIRE PRE VENTIONDIgMN, 300 N. Park Ave., Sanford, Fl. 32771 / P.O. Boz 1788, Sanford, Fl. 32772 (407302-2520 / FAX '(467)"330-5677 Pager (407) 918-0395 • Viking "M" SSP 5.5 "k " factorl /2 "office (flush white) (8) • Viking "M" SSW 5.5 "k " factorl /2 "office (brass) (5) • Viking "M" SSW 5.5 "k " factorl /2 "office (brass heads) (21) • Viking "M" SSP 5.5 "k " factorl /2 " office (dry pendant) (4) Totaling Fire Sprinkler Heads 111 2. _ „- m. .� . _ . ��� t FIRE SPRINKLER DESIGN PROGRAM GENERAL PROJECT DATA: BUILDING NAME: BUILDING LOCATION: NAME OF OWNER: CODE REFERENCE: DESCRIPTION OF HAZARD: .SPRINKLER SYSTEM DESCRIPTION: SPRINKLER SYSTEM TYPE: NAME OF APPROVING AGENCY: DESIGN AREA OF WATER APPLICATION: MINIMUM DESIRED FLOW DENSITY: MAXIMUM AREA PER SPRINKLER: INSIDE HOSE STREAM ALLOWANCE: OUTSIDE HOSE STREAM ALLOWANCE: IN RACK SPRINKLER ALLOWANCE; WATER SUPPLY TEST DATA: TEST HYDRANT IDENTIFICATION: SOURCE OF INFORMATION: DATE OF TEST: HYDRANT ELEVATION:. STATIC PRESSURE: TEST FLOW RATE: TEST RESIDUAL PRESSURE: CALCULATED SYSTEM FLOW RATE: CALCULATED INFLOW RESIDUAL PRESSURE AVAILABLE INFLOW RESIDUAL PRESSURE SPRINKLER SPECIFICATIONS: MAKE: CENTRAL SIZE: 0.70" MISCELLANEOUS PROJECT DATA: PROJECT DATA FILE NAME: LUWASAN CALCULATION MODE: DEMAND NUM OF ACTIVE NODES: 27 NUM OF INACTIVE NODES 6 NUM OF ACTIVE PIPES: 33 NUM OF INACTIVE PIPES: 0 NUM OF ACTIVE SPRINKS: 5 NUM OF INACTIVE.SPRINKS: 0 SPECIFIED HMD NODE NUMBER: 3 SYSTEM INFLOW NODE NUMBER: 46 PROJECT: CLIENT: DATE: DESIGNER: WALGREENS STORE #06970 10-31-2002. T. L. WALGREENS #06970 LAKE MARY @ 17-92 SANFORD FLORI NFPA 13 0. H. GROUP 2 MERCANTILE GRID SYSTEM SALES WET LOCAL 1,500.00 SQ.FT. 0.20 GPM/SQ.FT. 324.00 SQ.FT. 100.00 GPM 150.00 GPM 0.00 GPM LOCAL FIRE DPT. 0.00 FT. 80.00 PSI 1.,300.00 GPM 60.00 PSI 582.00 GPM 61.00 PSI 75.00 PSI MODEL: ESLO TEMPERATURE RATING: 155-F DEFAULT SPRINKLER K-FACTOR: 14.50 HMD MIN RESIDUAL PRESSURE: 20.00 PSI LABOR RATE: 0.00 $/HR OTHER LABOR HOURS: 0.00 HRS OTHER MATERIAL COSTS: 0.00 $ ------ PIPE SIZING PARAMETERS ------ MAX WATER VELOCITY: 26.00 FT/S MAX -FRICTIONAL LOSS/100': 2.0.00 PSI MAX DIAMETER: 12.00 IN MAX INFLOW RESIDUAL PRESSUR 0.00 PSI ***** FIRE SPRINKLER.DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** WALGREENS STORE #0 10-31-2002 PAGE 2 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NOMDIA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE -PSI C-VAL TYPE.GRP TOT.L PV-PSI 2 N/A 14.0 0.00 27.03 1.000 65.5 1.169 1.0 7.01 .1 14.50 13.0 65.56 20.44 1.049 24.3 T 5.0 0.43 SCHED 40 STEEL 120 6.0 3.98 2 N/A 14.0 0.00 27.03 1.500 32.7 0.032 18.0 0.58 4 N/A 14.0 0.00 26.45 1.682 4.7 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 - 0.15 4 N/A 14.0 0.00 26.45 1.00.0 64.8 1.146 1.0 6.87 3 14.50 13.0 64.85 20.00 1.049 24.1 T 5.0 0.43 SCHED 40 STEEL 120 6.0 3.90 6 N/A 14.0 0.00 27.01 1.500 32.0 0.031 18.0 0.56 4 N/A 14.0 0.0.0 26.45 1.682 4.6 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.14 6 N/A 14.0 0.00 27.01 1.000 65.5 1.168 1.0 7.01 5 14.50 13.0 65.54 20.43 1.049 24.3 T 5.0 0.43 SCHED 40 STEEL 120 6.0 3.98 8 N/A 14.0 0.00 30.04 1.000- 69.1 1.289 1.0 7.73 7 14.50 13.0 69.13 22.73 1.049 25.6 T 5.0 0.43 SCHED 40 STEEL 120 6.0 4-43 8 N/A 14.0 0.00 30.04 1.500 4.1 0.001 18.0 0.01. 10 N/A 14.0 0.00 30.03 1.682 0.6 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.00 10 N/A 14.0 0.00 30.03 1.000 69.1 1.289 1.0 7.73 9 14.50 .13.0 69.12 22.72 1.049 25.6 T 5.0 0.43 SCHED 40 STEEL 120 6.0 4.42 20 N/A 14.0 0.00 33.00 1.500 98.3 0.249 16.0 5.97 2 N/A 14.0 0.00 27.03 1.682 14.2 T 8.0 0.00 SCHED 10 STEEL 120 24.0 1.36 21 N/A 14.0 0..00 33.50 1.500 73.3 0.144 16.0 3.46 8 N/A 14.0 0.00 30.04 1.682 10.6 T 8.0 0.00 SCHED 10 STEEL 120 24.0 0.75 21 N/A 14.0 0.00 33.50 2.500 98.1 0.028 18.0 0.50 20 N/A 14.0 0.00 33.00 2.635 5.8 ----- 0.0 0.00 SCHED 10 STEEL 120 18.10 0.22 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITESOFTWARE DEVELOPMENT INC,******** WALGREENS STORE #0 - 10-31-2002 PAGE 3 *********************** FIRE SPRINKLER OUTPUT.DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NOMDIA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE -PSI C-VAL TYPE.GRP TOT.L PV-PSI 22 N/A 14.0 0.00 34.91 2..500 171.2 0.078 18.0 1.40 21 N/A 14.0 0.00 33.50 2.635 10.1 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.68 23 N/A 14.0 0.00 35.95 2.500 145.5 0.058 18.0 1.04 22 N/A 14.0 0.00 34.91 2.635 8.6 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.49 24 N/A 14.0 0.00 36.71 2.500 123.0 0.042 18.0 0.76 23 N/A 14.0 0.00 35.95 2.635 7.2 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.35 25 N/A 14.0 0.00 37.24 2.500 100.7 0.029 18.0 0.53 24 N/A 14.0 0.00 36.71 2.635 5.9 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.24 26 N/A 14.0 0.00 37.52 2.500 75.8 0.017 16.0 25 N/A 14.0 0.00 37.24 2.635 4.5 ----- 0.0 0.00 SCHED 10 STEEL 120 16.0 0.13 27 N/A 14.0 0.00 37.61 2.500- 46.6 0.007 14.0 0.10 26, N/A 14.0 0.00 37.52 2.635 2.7 ----- 0.0 0.00 SCHED 10 STEEL 120 14.0 0.05 30 N/A 14.0 0.00 36.33 1.500 97.6 0.245 30.0 9.31 6 N/A 14.0 0.00 27.01 1.682 14.1 T 8.0 0.00 SCHED 10 STEEL 120 38.0 1.34 31 N/A 14.0 0.00 36.51 1.500 65.0 0.116 48.0 6.47 10 N/A 14.0 0.00 30.03 1.682 9.4 T 8.0> 0.00 SCHED 10 STEEL 120 56.0 0.59 31 N/A 14.0 0.00 36.51 3:000 97.4 0.010 18.0 0.18 30 N/A 14.0 0.00 36.33 3.260 3.7 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.09 32 N/A 14.0 0.00 36.96 1.500 25.8 0.021 82.0 2.05 22 N/A 14.0 0.00 34.91 1.682 3.7 2T 16.0 0.00 SCHED 10 STEEL 120 98.0 0.09 32 N/A 14.0 0.00 36.96 3.000 162.2 0.025 18.0 0.45 31 N/A 14.0 0.00. 36.51 3.260 6.2 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.26 ***** FIRF SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** WALGREENS STORE #0 10-31-2002 PAGE 4 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA:- BEG NODAL ELEV DISCH. RES.PR NOMDIA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE -PSI C-VAL TYPE.GRP TOT.L PV-PSI 33- N/A 14.0 0.00 37.55 1.500 22.6 0.016 82.0 1.60 23 N/A 14.0 0.00 35.95 1.682 3.3 2T 16.0 0.00 SCHED 10 STEEL 120 98.0 0.07 33 N/A 14.0 0.00 37.55 - 3.000 187.9 0.033 18.0 0.59 32 N/A 14.0 0.00 36.96 3.260 7.2 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.35 34 N/A 14.0 0.00 38.28 1.500 22.3 0.016 82.0 1.57 24 N/A 14.0 0.00 36.71 1.682 3.2 2T 16.0 0.00 SCHED 10 STEEL 120 98.0 0.07 34 N/A 14.0 0.00 38.28 3.000 210.5 0.040 18.0 0.73 33 N/A 14.0 0.00 37.55 3.260 8.1 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.44 35 N/A 14.0 0.00 39.16 1.500 24.9 0.020 82.0 1.92 25 N/A 14.0 0.00 37.24 ;1.682 3'. 6 _ ` 2T 16.0 0.00 ; SCHED 10 STEEL 120 98.0 0.09 35 N/A 14.0 0.00 39.16 3.000 232.7 0.049 18.0 0.88 34 N/A 14.0 0.00 38.28 3.260 8.9 ----- 0.0 0.00 SCHED 10 STEEL 120 18.0 0.54 36 N/A 14.0- 0.00 40.11 1.500 29.3 0.026 82.0 2.59 26 N/A 14.0 0.00; 37.52 1.682 4.2 2T 16.0 0.00 SCHED 10 STEEL 120 98.0 0.12 36 N/A_ 14.0 0.0.0 40.11 3.000 257.6 0.059 16.0 0.94 35 N/A 14.0 0.00 39.16 3.260 9.9 ----- 0.0 0.00 SCHED 10 STEEL 120 16.0 0.66. 37 N/A 14.0 0.00 44.65 1.500 46.8 0.063 72.0 7.03 27 N/A 14.0 0.00 37.61 1.682 6.8 4E3T 40.0 0.00 SCHED 10 STEEL 120 112.0 0.31 37 N/A 14.0 0.00 44.65 3.000 287.6 0.072 41.0 4.54 36 N/A 14.0 0.00 40.11 '3.260 11.1 ET 22.0- 0.00 SCHED 10.STEEL 120 63.0 0.82 40 N/A 14.0 0.00 45.01 4.000 333.3 0.026 4.0 0.36 37 N/A 14.0 0.00 44.65 4.260 7.5 E 10.0 0.00 SCHED 10 STEEL 120 14,0 0.38. 'j***** PTRF. gPPTNKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** WALGREENS STORE #0 10-31-2002 PAGE 5 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NOMDIA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE -PSI C-VAL TYPE.GRP TOT.L PV-PSI- 41 N/A 1.0 100.00 51.60 4.000 335.0 0.026 13.0 0.96 40 N/A 14.0 0.00 45.01 4.260 7.5 GC 24.0 5.63 SCHED 10 STEEL 120 37.0 0.38 42 N/A 0.0 0.00 52.40 6.000 432.6 0.006 20.0 0.37 41 N/A 1.0 100.00 51.60 5.890 5.1 2E 37.2 0.43 CAST IRON, CEMENT 140 57.2 0.17 43 N/A 2.0 0.00 53.78 6.000 432.6 0.005 320.0 2.23 42 N/A 0.0 0.00 52.4,0 5.993 4.9 5E 105.5 0.87 PVC, CLASS 200 150 425.5 0.16 44 METER 2.0 0.00 59.74 433.1 METER CALC.PSI: 5.942 PSI 43 2.0 0.00 53.78 41.41 0.00 11.54. 45 N/A, 0.0 150.00 61.36 6.000 433.9 0.007 -35.0 0.76` i 44 N/A 2.00.00 59.74 5.890 5.1 2ETG 81.2 0.87 CAST IRON, CEMENT 140 116.2 0.18 45 N/A 0.0 150.00 61.36 12.000 -582.2 0.00.0 60.0 0.05 46 N/A 0.0,-582.22 61.41 11.910 "-1.7 T 80.0 0.00 CAST IRON, CEMENT 140 140.0 0.02 OVERALL SPRINKLER OUTPUT DATA: i FLOWING AREA FLOWING SPRINKLER RESIDUAL FLOWING FLOWING SPRINKLER SPRINK. GROUP SPRINKLER ELEVATION PRESSURE AREA DENSITY DISCHARGE NODE NO. CODE (K FACTOR) ( FEET ) ( PSI ) ( SQFT) (GPM/SQFT) ( GPM, ) 1 14.50 13.00 -20.44 324.00 0.202 65.56 3 14.50_ 13.00 - 20.00 4324.00 0.200 64.85 5 14.50 13.00 20.43 324.00 0.202 65.54 7 14.50 13.00 22.73 324.00 0.213 69.13 9 14.50 13.00 22.72 324.00 0.213 69.12 SUB -TOTALS FOR-UNGROUPED 1620.00 0.206 334.19 TOTALS FOR ALL GROUPS 162.0.00 0.206 334.19 ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** WALGREENS STORE #0 10-31-2002 PAGE 6 ********************* FIRE SPRINKLER OUTPUT SUMMARY ************************* OVERALL NETWORK SUMMARY WITH CALCULATED MINIMUM INFLOW RESIDUAL PRESSURE ( 61.41 PSI): NUMBER OF UNIQUE PIPE SECTIONS: 39 NUMBER OF FLOWING SPRINKLERS: 5 HYDRAULICALLY.MOST DEMANDING SPRINKLER CHECK: HMD SPRINKLER NODE NUMBER: 3.000 HMD ACTUAL RESIDUAL PRESSURE: 20.000 HMD ACTUAL GPM 14.50 X SQ.RT(20.00) _ 64.846 `INSIDE HOSE STREAM ALLOWANCE: 100.000 GPM OUTSIDE HOSE STREAM ALLOWANCE: 150.000 GPM IN RACK SPRINKLER ALLOWANCE: 0.000 GPM SPRINKLER SYSTEM TYPE: WET SPECIFIED AREA OF APPLICATION: 1,500.000.SQ.FT. DESIRED DENSITY: 0.200 GPM/SQ.FT. ACTUAL DENSITY: 0.221 GPM/SQ.FT. ACTUAL AREA PER SPRINKLER: 300.000 SQ.FT. SPRINKLER FLOW: 332.223 GPM NON -SPRINKLER FLOW: 250.000 GPM TOTAL SYSTEM DEMAND FLOW: 582.223 GPM DESIRED SPRINKLER FLOW: 300.000 GPM ACTUAL SPRINKLER FLOW: 332.223 GPM ADDITIONAL SPRINKLER FLOW REQUIRED: 0.000 GPM AVERAGE SPRINKLER FLOW: 66.445 GPM APPROX. ADDITIONAL SPRINKLERS REQUIRED: 0 MIN REQD RESID PRESS AT SYS INFLOW NODE: 61.412 PSI DEMAND FLOW AT SYSTEM INFLOW NODE: 582.223 GPM MAXIMUM FLOW VELOCITY (IN PIPE 8- 7): 25.644 FPS MAX VELOCITY PRESSURE (IN PIPE 8- 7): 4.426 PSI . ALLOWABLE MAXIMUM NODAL PRESSURE IMBALANCE: 0.250 PSI ACTUAL MAXIMUM NODAL PRESSURE IMBALANCE: 0.236 PSI ACTUAL AVERAGE NODAL PRESSURE IMBALANCE: 0.026 PSI ACTUAL MAXIMUM NODAL FLOW IMBALANCE: 2.344 GPM ACTUAL AVERAGE NODAL FLOW IMBALANCE: 0.351 GPM t ***** FIRE SPRINKLER DESIGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ******** WALGREENS STuxt� R0 10-31-2002 PAGE 7 ************************ FIRE SPRINKLER OUTPUT DATA ************************** HYDRAULICS SUPPLY/DEMAND GRAPH 12 3 4 5 6 7 8 9 1A GPM = Chart Value x 100 ADJUSTED HYDRANT DATA: 1300 GPM; 80 STATIC PSI, 60 RESIDUAL PSI DEMAND POINT DATA: 582 GPM, fit GAUGE PSI, 14.47 EXCESS PSI F - D F k. D. SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: September]272002 Business Address: 3803 S. Orlando Drive Occ. Ch. 34(Mercantile) Business Name: Walgreen's Drug Store" Ph. (386) 238-3600 Contractor: Unknown Ph.() Architect/Engineer: Cuhaci & Peterson Ph. (407) 228-4220 Ph. (407) 228-4219 Reviewed [ ] Reviewed with comment _ [ X ]1 Rejected Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner Comment: Plans reviewed as (Mercantile) Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections. If separate certified contractor does underground fireline, plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. Fire Alarm plans to be submitted for review, permitting, and inspections. 1.1 Application — New Building. Type V> Fire sprinkler protected 1.2 Mixed — N/A 1.3 Special Definitions — Bulk merchandise retail 1.4 Classification of Occupancy — (Mercantile) 1.5 Classification of Hazard of Contents — (Mercantile) Class "B " 1.6 Minimum Construction — See Sanford build depts. Comments 2.2 Means of Egress Components — Two Exits, front & rear; both exits shall not be locked with key from inside 2.3 Capacity of Egress — Per table 7.3 in (FFP. C.) sales floor (1) per 30 sq. ft. =382 occupant. Storage one person (1) per 300 sq. ft= 10 occupants; .392 occupants for total "exit" design. 2.4 Number of Exits — O.K. 1 M ! SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel Distance — Exits were placed less than 200' (ft), from any point of travel inside building. 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K.; will field verify. 2.9 Emergency Lighting — O.K.; will field verify under "main electrical shutoff" 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — (Reserved) 3.1 Protection of Vertical Openings — Shall comply'with sec8.2.5 ofFF.P.C. 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "A" &`B" only allowed inside store 3.4 Detection, Alarm and Communications Systems — as per NFPA 72 with phone monitoring/ 1, pull station/ 1 smoke detector. 3.5 Extinguishing Requirements —as per NFPA 10; five (5) > �4A rated fire extinguishers ;required seepage A 3.6 Corridors — See Sanford building dept. for construction requirment - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 9-1 5.2 HVAC — as per LSC 9-2'tie e all duct detectors into main fire alarm pa en l see page A2.1 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: iRequired* also see 3.5 abo e Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinklered properties Other: NFPA 1 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 3-5.1 Fire Lanes — Not Required 3-6.1 Key Box — Required; will field verify see page�D�l 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify; See page A-2.1 on Prints: 3