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Home My WebLink About2445 W. Airport Blvd 00691, 0080, 002388 Fire department inspectionCITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407) 302-1091 (407) 330-5677 FAX Plans Review Sheet Date: September 28, 1999 Business Address:port Blvd. Occ. 26 Business Name: Adams Truss Co. Ph. (941) 294-0611 Contractor: J. T. Lyons* Ph. (727) 447-7449 Former contractor — Tucker Construction; shell only for the truss building Reviewed [ ] Reviewed with comment [ X] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspectorlao Comment: One of three buildings on the site 1.1 Application —New 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — New business qft 4200 total; 3138 business; 1062 storage 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 1.7 Occupant Load — 1/100 business (for egress); limited to number of persons anticipated per floor (< 1/1.00) 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.11 Special Features — O.K. 3.6 Corridors — N/A 4 Special Provisions — N/N 5 Building Services — No comments 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code — Chapter 9 Fire Sprinklers: N/R Monitoring: N/R Other: NFPA 1 3-6.1 Key Box — N/R 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify 0 w 143' 4 m m 5 m 6. SIBS PLANS REVIE VED CITY OF SANFORD Sheet No: I of I Site Plan Adams B&B. J.T.Lyons Construction R 445 W. Rirport Blvd. D a lo g Sanford Fl soul 3/27/6 ° m ft. PH I AB a f Fire Protection by Computer Design ANDERSON FIRE SPRINKLER P.O. BOX 916673 LONGWOOD FLORIDA 32791 407-788-2110 Job Name ADAMS PRE Building TRUSS ASSEMBLY Location 2445 W. AIRPORT BLVD. System 1 Contract 99089 Data File ADAM.WX1 L omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ANDERSON FIRE SPRINKLER Page 1 ADAMS PRE Date Hvdraulic Desian Information Sheet Name - ADAMS BUILDING MATERIALS Date - 9-13-99 Location - 2445 W. AIRPORT BLVD. Building - TRUSS ASSEMBLY System No. - 1 Contractor ANDERSON FIRE SPRINKLER Contract No. - 99089 Calculated By - ROBERT RUSSELL Drawing No. - ADAM.DWG Construction: ( ) Combustible (X) Non -Combustible Ceiling Height -'VARIES Occupancy - WOOD ASSEMBLY S Y S T E M D E S I G N X) NFPA 13 ( ) Lt. Haz. NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Figure Curve Area of Sprinkler Operation - 1623 Density - 0.2 Area Per Sprinkler 128 Elevation at Highest Outlet - 32.083 Hose Allowance - Inside - 100 Rack Sprinkler Allowance - Hose Allowance - Outside - 250 Note DCDA PRESSURE LOSS @ NODE UG1 Made By System Type X) Wet Dry Deluge Preaction Other Date Sprinkler/Nozzle Make GEM Model A Size 17/32" K-Factor 8.1 Temp.Rat.286 Calculation Flow Required - 591.90 Press Required - 62.71 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: A Date of Test 5-99 T Time of Test 12:00 E Static Press 77 R Residual Press 58 Flow 1090 S Elevation 3 U P Location - P L Source of Information - Y Pump Data: Rated Cap.- @. Press - Elev. - -3' Tank or Reservoir: Cap. - Elev.- Well Proof Flow C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) 'Non T A Mult. Row Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ANDERSON FIRE SPRINKLER Page 3 ADAMS PRE Date SOl S02 S03 SO4 SOS S06 RN1 166.89 BRl 166.89 BR2 BR3 Ml 341.90 M2 11 166.88 < S07 308 S09 810 114.20 Sll 144.02 S12 175.02 RN2 175.02 BR2 S13 RN3 BR3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ANDERSON FIRE SPRINKLER Page 4 ADAMS PRE Date M2 341.90 TOR 441.90 BOR 441.90 UG1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NPERSON FIRE SPRINKLER Page 5 DAMS PRE Date itting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve, E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M. Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical. Tee Z Flow Switch omouter_Eroarams by Hvdratec Inc. Route_1.11 Windham N.H,,USA„ 03087 NDERSON FIRE SPRINKLER Page 6 DAMS PRE Date nadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 112 3 3 1/2 4 7.7 21.5 17.0 7 10 12 1 1 1 1 1 1 1 1 1 1 9.5 17 28 2 2 2 3 4 5 6 7 8 10 1 1 1 1 2 2 3 3 3 4 1 1 1 1 2 1 1.5 2 2 3 3 3.5 3.5 2 3 4 3.5 6 5.0 8 7 4.5 6 8 8.5 10.8 13 17 16 14 14 1 1 2 2 2 3 4 5 5 6 2 2 3 3 4 5 6 6 8 7 7 7 8 9 11 12 13 3 3 5 6 8 10 12 15 1 1 1 2 2 2 3 4 18 29 35 1 1 1 1 1 1 2 2 4 5 5 7 9 11 14 16 19 22 3 4 5 6 8 10 12 15 17 20 1.8 2.2 2.6 3.4 3.5 4.3 5 6.8 10.3 8.5 10.8 13 16 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 17 27 29 9 10 12 19 21 1 1 1 1 1 1 1 1 1 1 47 12 14 18 22 27 35 40 45 50 61 5 7 9 11 13 17 19 21 24 28 2 3 4 5 6 7 8 10 11 13 4.5 5 6.5 8.5 10 18 20 23 25 30 8.5 10 13 17 20 23 25 33 36 40 21 25 33 41 50 65 78 88 98 120 36 55 45 i 8 9 13 16 18 24 27 30 34 40 10 12 16 19 22 E 33 I 27 32 45 55 65 76 87 98 109 130 25 30 35 50 60 71 81 91 101 121 4.2 5.0 5.0 8.5 10 13 13.1 31.8 35.8 27.4 21 25 33 12 14 18 22 27 35 40 45 50 61 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NDERSON FIRE SPRINKLER Page 7 DAMS PRE Date Node Elevation K-Fact Pt Pn Flow Density Area No. Actual Actual Added Req. Req. S1 32.08 8.1 9.99 na 25.6 2 128 7 S2 31 8.1 10.5 na 26.25 2 128 7 S3 29.95 8.1 11.12 na 27.01 2 128 7 S4 28.91 8.1 11.93 na 27.98 2 128 7 S5 27.83 8.1 13.02 na 29.23 2 128 7 S6 26.75 8.1 14.47 na 30.82 2 128 7 RN1 25.21 20.12 na S7 25.21 8.1 12.18 na 28.27 2 128 7 S8 25.21 8.1 12.24 na 28.34 2 128 7 S9 25.21 8.1 12.43 na 28.56 2 128 7 S10 25.21 8.1 12.84 na 29.03 2 128 7 S11 25.21 8.1 13.55 na 29.82 2 128 7 S12 25.21 8.1 14.65 na 31 2 128 7 RN2 21.375 21.74 na BR1 21.375 23.36 na BR2 21.375 23.47 na M1 29.375 26.86 na M2 17 34.48 na TOR 0 45.76 na 100 BOR 0 49.06 na UG1 0 62.71 na 150 CONN 0 62.76 na he maximum velocity is 14.42 and it occurs in the pipe between nodes S12 and RN2 2--- - M-11+.- 1 1 1 T.74-AI..,- AT TI tr(Zn 01r)Al NDERSON FIRE SPRINKLER Page 8 DAMS PRE Date yd. Qa Dia. Fitting Pipe Pt Pt ef.. C" or Ftng's Pe Pv ******* Notes ****** oint Qt Pf/UL Eqv. Ln. Total Pf Pn S1 25.60 2.227 8.500 9.989 K Factor = 8.1 to 120 0.468 S2 25.60 0.0053 8.500 0.045 Vel = 2.109 S2 26.25 2.227 8.500 10.501 K Factor = 8.1 to 120 0.455 S3 51.85 0.0194 8.500 0.165 Vel = 4.271 S3 27.01 2.227 8.500 11.121 K Factor = 8.1 to 120 0.450 S4 78.86 0.0421 8.500 0.358 Vel = 6.495 S4 27.98 2.227 8.500 11.929 K Factor = 8.1 to 120 0.468 S5 106.84 0.0739 8.500 0.628 Vel = 8.800 S5 29.23 2.227 8.500 13.025 K Factor = 8.1 to 120 0.468 S6 136.07 0.1155 8.500 0.982 Vel = 11.208 S6 30.82 2.227 1T 14.378 15.170 14.474 K Factor = 8.1 to 120 14.378 0.667 RN1 166.89 0.1686 29.548 4.981 Vel = 13.746 RN1 2.469 1T 12.000 3.500 20.122 to 120 12.000 1.661 BR1 166.89 0.1020 15.500 1.581 Vel = 11.183 166.89 23.364 K Factor = 34.53 S7 28.27 2.227 8.500 12.184 K Factor 8.1 to 120 S8 28.27 0.0064 8.500 0.054 Vel = 2.328 S8 28.34 2.227 8.500 12.238 K Factor 8.1 to 120 S9 56.61 0.0228 8.500 0.194 Vel = 4.663 S9 28.56 2.227 8.500 12.431 K Factor 8.1 to 120 S10 85.17 0.0486 8.500 0.413 Vel = 7.015 S10 29.03 2.227 8.500 12.844 K Factor 8.1 to 120 S11 114.20 0.0835 8.500 0.710 Vel = 9.406 S11 to S12 29.82 144.02 2.227 120 0.1284 8.500 8.500 13.554 1.091 K Factor = 8.1 Vel = 11.862 S12 31.00 2.227 1T 14.378 15.170 14.645 K Factor = 8.1 to 120 14.378 1.661 RN2 175.02 0.1841 29.548 5.439 Vel = 14.416 RN2 2.469 1T 12.000 3.500 21.745 to 120 12.000 BR2 175.02 0.1114 15.500 1.726 Vel = 11.728 175.02 23.471 K Factor = 36.13 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 e NDERSON FIRE SPRINKLER Page 9 DAMS PRE Date yd. Qa Dia. Fitting Pipe Pt Pt ef. licit or Ftng's Pe Pv ******* Notes ****** oint Qt Pf/UL Eqv. In. Total Pf Pn BR1 166.89 4.26 15.000 23.363 to 120 BR2 166.89 0.0071 15.000 0.107 Vel = 3.757 BR2 175.01 4.26 1M 10.534 243.420 23.471 to 120 10.534 3.465 Mi 341.90 0.0270 253.954 6.853 Vel = 7.696 Ml 4.26 2M 10.534 62.830 26.859 to 120 21.067 5.360 M2 341.90 0.0270 83.897 2.264 Vel = 7.696 M2 4.26 2M 10.534 124.125 34.483 to 120 21.067 7.363 TOR 341.90 0.0270 145.192 3.918 Vel = 7.696 TOR 100.00 4.26 1B 15.800 20.750 45.764 Qa = 100 to 120 iM 10.534 55.302 BOR 441.90 0.0434 is 28.968 76.052 3.299 Vel = 9.947 BOR 7.98 1M 22.878 270.000 49.063 to 150 1T 50.046 58.334 4.000 Fixed loss = 4 UG1 441.90 0.0013 1G 5.720 328.334 0.443 Vel = 2.835 UG1 150.00 7.98 1.000. 62.707 Qa = 150 to 150 CONN 591.90 0.0020 1.000 0.002 Vel = 3.797 591.90 62.709 K Factor = 74.75 Mid.STate.Plumb9 407 841 5733 P.01 MID -STATE PLUMBING INC. 1125 S, Atlanta Ave. ORLANDO. FLORIDA 32806 Phone, 841-4500 e v Mid.STato.Plumbv 407 841 5733 P.01 MID -STATE PLUMBING INC. 1125 S. Atlanta Ave. ORLANDO. FLORIDA 32806 Phone: 841-4500 AC a.,n,,. . , fie%•.,-c o w.-no,4 1 16' 0 Lr 161 0 161,0 16' 0 0 ZO i 15' 4 8' 0-7/8 Stair o OPEN BELOW STAIRS 16 Risers a 7.1172' 15 Treads a 10.7656' TAIL 917' 8167' ave approx. 1' nosing. ri mo e; m e I O CU W PLAN 16 Risers @ 7.1172' 15 Trends @ 10.7656' TAIL 17' 167' ve approx. 1' nosing. ig 4' 0 t 15' 4 vm Of f ice No 2N n. M k gyx O 2868 WSW H Off eN 3& lb rewm bay 3' 6 f l fay i p 2868 i+ r { dckf r rF CENTER BAY LOFT mum y4 r..1 r r 3 r.i f t 5 ttS+j j DE 0 k Off e N 3 lo 266T_ E to 3my 3, 6 J ` 286E CENTER BAY LOFTr .. F s a r IMr, r SECOND FLOOR PLANINTERBAY a PYLP r 51a