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HomeMy WebLinkAbout700 Bevier Rda ********************************** * WAYNE AUTOMATIC FIRE SPRINKLER * * 222CAPITOL COURT * * * * OCOEE, FL 34761 * * 407-656-3030 * ********************************** *********************************************************************** * CONTRACTOR ' MCKEE CONSTRUCTION COMPANY ` * * NAME L.O.N. RESEARCH * * LOCATION 700 BEVIER ROAD SANFORD, FLA. * * SYSTEM NO. 1 * * CONTRACT NO. 6674 * *********************************************************************** � � � � � � '| ^ PAGE 01 WAYNE AUTOMATIC FIRE SPRINKLER OCOEE, FL 34761 407-656-3030 HYDRAULIC DESIGN INFORMATION SHEET ==================================== NAME - L.O.N. RESEARCH LOCATION - 700 BEVIER ROAD SANFORD, FLA. DATE - 020892 BUILDING - SYSTEM NO. - CONTRACTOR - MCKEE CONSTRUCTION COMPANY 1 CALCULATED BY - JAMES BALIUS CONTRACT DRAWING NO. - 6674 NO. - 1 OF 1 CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 11-11 OCCUPANCY - ============================================================================= S (X)NFPA 13 ( )LT. HAZ. ORD.HAZ.GP. ( )1 ( )2 (X>3 ( }EX HAZ ^ ^ Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE S ( >OTHER T ( )SPECIFIC RULING MADE BY E================================================�� DATE � AREA OF SPRINKLER OPERATION 1543 SYSTEM TYPE DENSITY-GPM/Ft^2 .21 (X) WET ( ) DRY D AREA PER SPRINKLER 106 | ) DELUGE ( } PREACTION E HOSE ALLOWANCE GPM -INSIDE 100 SPRINKLER OR NOZZLE S HOSE ALLOWANCE GPM -OUTSIDE 400 MAKE CENTRAL MODEL A I RACK SPRINKLER ALLOWANCE 0 SIZE 1/2" K-FACTOR 5.6. ^ G ELEVATION AT HIGHEST OUTLET 11.917 TEMPERATURE RATING 165 N NOTE ============================================================================= CALCULATION GPM REQUIRED 864.21 PSI REQUIRED 45^61 AT WATER SUPPLY SUMMARY C-FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR: A DATE OF TEST 2-8-92 RATED CAP. CAP. T TIME OF TEST @ PSI ELEV. E STATIC (PSI) 60 ELEV. R RESIDUAL (PSI)42' WELL FLOW (GPM) 992. PROOF FLOW GPM ' S ELEVATION 0 U ========================================================================== P LOCATION AT CITY MAIN o ' L SOURCE OF INFORMATION Y W.A.F.S. � | COMMODITY CLASS LOCATION ' C STORAGE HT. AREA AISLE W. O STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % M ========================================================================== M ( )SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP. R ( } DOUBLE NOW ( ) SLAVE PALLET ( ) SOLID SHELF ( ) NON S A ( ) MULT. ROW T C ====================================================================== ( ) OPEN SHELF O K FLUE SPACING ' CLEARANCE:STORAGE TO CEILING ' R LONGITUDINAL TRANSVERSE 1 A ====================================================================== | G HORIZONTAL BARRIERS E' PROVIDED � : | UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM> PRESSURE (PSI) � PAGE 02 ladr•t',J' E AUTOMATIC FIRE RE , i i TI` K L.O.N. ra:Ev>I::r`tP CI --I ._.. _..._. _..:...- -_..._ -- _. —_-_.._.._...._ v ......__ _ _• _— __. __ _....._..... _.: __ .....--......................... _......_............_.._. 1 D fry:. 1`1"1N 1 I I i � ' 1 : SYSTEM FLOW , ., .I fAFIC• INSIDE ° 4 t..il..;..4.S:I..i:.'E..: 4'4f..iSl...: i`f.( 0n;..},.., GPM I n 1 TOTAL FLOW DEMAND 064:21 GPM , T:.PRESS .r DEMAND 1 TOTAL 45.610 PSI RESIDUAL 1 ELEVATION -------------------------------------------- 11.910 FT. PRESS DEMAND ; 1 WATER SUPPLY DATA STATIC PRESS 60.000 PSI . ......................................... _... . n------------------------------------- � i.... t I i._t {',1 D TOTAL DEMAND .. r }t ..;.. r..•'( I CALCULATED DATA 1 1 FLOW AVAIL , ----------------------------------- i2C);,000 PSI t 4 GPM PAGE 03 A-- ~ ' 25 10 28.35 ` 23 24 q ' . ' 23.20 47.49 U » ` v 288.37 21' 22 8 ' 22.40 45.86 18 19 ` 20 7 18.41 37.48 60.28 16 17 6 22.97 47.03 U U 14 15 v 5 135.19 22.26 45.58 U » 12 13 4 v 89.61 | ' 21.93 U ^ U 44.90 1 2 v 3 44.71 4 5 6 7 8 9 21.84 44.71 ========<========'<========`<========= <====== 44.71 89.61 135.19 182.22 242.51 288.37 10 11 TASR BASR HOSE TEST 335.86 364.21 364.21 364.21 464.21 864.21 FITTING NAME TABLE 10 28.35 28.40 K = 5.320 23.20 1.049 ..... ..... ..... ..... ..... ..... ..... 0.00 ..... .... ..... ..... ..... ..... ..... ..... 9.67 ..... ..... ..... ..... ..... ..... ..... ..... 17.16 ... _..... .... ..... ... ..... 17.16 ..... ..... _ K = ..... ..... ..... ..... 5.6 _..... ..... ... _..... ..... ..... .... .... ..... ..... ..... ..... 23 C=120 0.00 0.00 0.00 0.00 23.20 0.1716 0.00 9.67 1.66 0.00 Val = 8.61 ____________________________________________________________________________- 24.29 1.049 1E 2.00 4.17 18.82 18.82 K = 5.6 24 ` C=120 IT 5.00 7.00 0.00 {}.00 ............ 47.49 _.......................................... 0.6436 0.00 11.17 7._19 0.00 _________________________ Val = 17.63 9 ^ 47.49 ` _ 26.01 K = 9.311 O.00 9,67 16.00 16.00 K = 5.6 ' ..... ..... _________ � ^21 C=120 0.00 0.0o 0.00 0.00 � � 22.40 0.1602 --- _____________________________________ 0.00 9.67 ' 1.55 0.00Vel = 8.32 � � � 2",46 ' 1.049 \E ' 2,00 4.17 17.55 17.55 K = _________________ 5.6 22 C=120 IT 5.00 7.00 0,00 ________________________________________________________________________________ 45.86 0.6042 0.00 11.17 6.75 0.00`Vel = 17.02 8 45.86 24.30 K = 9.303 ________________________________________________________________________________ 18.41 1.049 0.00 7.00 10.81 10.81 K 18 C=120 0.00 0.00 0.00 0.00 ___________________________________________________________________________ 18.41 0.1114 0.00 7.00 0.78 0.00 Val 19.07 1.049 IT 5.00 7.00 11.59 11.59 K = 5.6 19 C=120 0.00 5.00 0.00 0.00 ___..... ____ 37.48 ..... _... ..... ..... ... ..... 0.4158 _... .... .... .... _..... ..... ..... .... ..... 0.00 ..... __... ..... ..... ..... ..... 12.00 ........... 4.99 0.00 Val = �13.91 _ 22.80 1.049 IT 5.00 ..... ..... ..... _.... .... 1.33 .... ....... ..... ______________-_____ 16.58 16.58 K 5.6 .... .... ..... .... ..... .... _ 20 C=120 0.00 5.60 0.00 0.00 _-------------------- 60.28 1.0031 ___________________________________________________________ 0.00 6.33 6.35 0.00 Val = 22.38 7 60.28 22.93 K = 12.589 ------------------------------------------------ 2.p7 1.049 0.00 9.67 2 ----- __________________________ 16.83' 16.83 k = 5.6 16 0=120 0.00 0.00 0.00 0.00 22.97 _..... ----------------------------- 0.1685 0.00 9.67 1.63 0,00 Val UNITS - DIAMETER (INCH) _------------ LENGTH (FOOT) ______________..... ..... ..... .... ..... ..... ..... ... ... ..... .... __ FLOW (GPM> PRESSURE (PSI) ~ WAYNE AUTOMATIC FIRE SPRINKLER JOB- L.O.N. RESEARCH JOB NO- 6674 DATE 020792 PAGE 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ****** POINT =============================================================================== Qt Pf/F Eqv. Ln. TOTAL Pf Pn 24.06 1.380 1E 3.00 4.17 18.46 18.46 K 17 C=120 IT 6.00 9.00 0.00 0.00 ________________________________________________________________________________ 47.03 0.1662 0.00 13.17 2.19 0.00 Vel 6 47. 20.65 K = 10.350 ___________________________________________________________________________ 22.26 1.049 0.00 9.67 15.80 15.80 K = 5.6 14 C=120 0.00 0.00 0.00 0.00 ________________________________________________________________________________ 22.26 0.1582 0.00 9.67 1.53 0.08 Vel 8.26 . 23.32 1.380 1E 3.00 4.17 17.3� 17.33 K = 5.6 15 C=120 IT 6.00 9.00 0.00 0.00 ------------ 45.58 _------------- 0.1571 0.00 .... ..... ..... ... ..... ..... __ ..... _..... 13.17 2.07 _..... ..... _ 0.00 ... ..... .... .... .... .... ..... ___..... Vel = ..... .... ..... __ 9.78 .... ..... ... ____... ..... .... ___ 5 45.58 19.40 K = 10.348 --------------------- ` 21.93 _________________________________________________________ 1.049 0.00 9,67 15.33 15.33 K = =.6 � 12 C=120 0.00 0.00 0.00 0.00 ________________________________________________________________________________ 21.93 0.1551 0.00 9.67 1.50 0.00 Vel = 8.14 22.97 1.380 1E 3.00 4.17 16.83 16.83 K = 5.6 13 C=120 IT 6.00 9,00 0.00 0.00 � -------------------------------------------------------------------------------------- 44.90 0.1526 0.00 13.17 2.01 0.00 Vel 4 44,90 ' 18.84 K = 10.345 ________________________ 1 21.84 ..... ..... ..... ..... 1.049 C=120 ..... ..... ..... ..... ... ..... ..... 0.00 ..... ..... ... ..... ..... ..... ..... ..... ..... 9.67 ..... ..... _..... ..... . ..... 15.21 .... ..... ..... ..... ..... ..... 15.21 ..... ..... ..... ..... K ... ..... _... ..... .... ..... ..... ..... ..... ... ... _..... _..... ..... ..... .... ..... .... .... ..... ..... 21.84 ... ..... ... _..... ... _..... 0.1530 __..... ..... ... ... 0.00 0.00 0.00 9.67 : 0.00 1.48 0.00 0.00 Vel = 8.11 22.87 ___..... _ 1.380 it ..... ..... _..... ... .... ..... 3.00 ..... .... ... ..... ..... ..... ..... ..... ..... 4.17 ..... ..... .... ... ..... ..... ..... ..... ..... 16.69 ..... ___... ..... 16.69 ..... ..... ... ..... K = ..... .... ... ..... 5.6 ..... .... ..... ..... ..... .... ..... ..... ..... __..... ..... 2 C=120 IT 6.00 9.00 0.00 0.00 44.71 0.1511 0.00 13.17 1.99 0.00 Vel = 9.59 0.00 2.227 0.00 10.42 18.68 18.68 3 C=120 0.00 0.O0 0.00 0.00 _______________________ 44.71 0.0153` 0.00 10.42 0.16 0.00 Vel = 3.68 44.90 .... 2.227 ..... ..... .... _______ 0.00 ..... ____..... 10.58 ... __.... ..... ... _... _ 18.84 ..... ..... ... ..... .... .... 18.84 ..... ..... _........ ... ____ ..... ..... ..... ..... .... ____... ..... 4 C=120 0.00 0.00 0.00 0.00 __..... ..... ... _..... 89.61 .... .... .... ..... __.... _... 0.0529 ..... ..... ..... ..... ..... .... ..... ..... ... .... _ 0.00 ..... ..... ..... __..... ..... 10.58 ... .... ..... ... __..... ..... _____________________________________ 0.56 0.00 Vel = 7.38 45.58 2.227 0.00 10.92 ' 19.40 19.40 5 C=120 0.00 0.00 0.00 0.00 ------------- 135.19 0.1144 0.00 10,92 1.25 0.00 Vel UNITS _______________________________________-________________... - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) ..... ..... ..... PRESSURE (PSI) WAYNE AUTOMATIC FIRE SPRINKLER � JOB� L.O.N. RESEARCH JOB NO- 6674 DATE 020792 PAGE 8 ) HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ****** | POINT =============================================================================== Qt Pf/F Eqv. Ln. TOTAL Pf Pn 47.03 2.227 0.00 11.50 20.65 20.65 6 C=120 0.00 0.00 0.00 0.00 ________________ 182.22 0.1982 _ - ----------------------- 0.00 11.50 2.28 0.00 Vel = 15.01 | . 60.29 2.727 0.00 _ -------------------------------------- 10.92 22.93 22,93 | ' 7 C=120 0.00 0.00 0.00 0.00 � ____________________________________________-____________-______________________ 242.51 0.1254 0.00 10.92 1.37 0.00 Vel = 13.32 ' 45.86 2.727 0.00 9.92 24.30 24.30 � 8 C=120 0.00 0.00 0.00 0.00 ---------------- 288.37 0.1723 _............................................................. 0.00 9.92 1.71 '0.00 Vel = ` 15.84 _...... 47,49 2.727 0,00 10.42 26.01 26.01 9 C=120 0.00 0.00 0.00 0.00 __________________________________________________________________________ 335.86 0.2293 0,00 10.42 2.39 0.00 Vel = 18 45 28.35 2.7272E 12.00 4.67 28.40 28.40 10 C=120 0.00 12.00 0.00 0.00 ! --------------------------------- 364.21 0.2663 0.00 _______________________________________________ 16.67 4.44 0.00 Vel = 20.01 0.00 3.352 1E 7.00 55.67 32.84 32.84 11 C=120 IT 15.00 22.00 0.00 0.00 ________________________________________________________________________________ 364.21 0.0974 0.00 77.67 7.57 0.00 Vel = 13.24 ` 0.00 6.357 1S 32.00 12.00 40.^1 40.41 TASR 0=120 1A 20.00 52.00 0.00 0.00 364.21 0.0043 _---------------------------------- 0.00 64.00 0.28 0.00 Vel = 3.68 100.00 8.390 1E 23.94 100.00 40.69 ... .... _________ 40.69 ..... .... .... ..... Qa = 100 ..... .... __..... ..... ..... ______ BASR C=140 IT 46.55 75.81 0.00 0.00 _____________________________________________________-__________________________ 464.21 0.0013 16 5.32 175.81 0.23 0.00 Vel = 2.69 400.00 8.390 0.00 0.10 40.92 40.92 Da = 400 l � HOSE C=140 0.00 0.00 4.69 0.00 ________________________________________________________________________________ 864.21 0.0000 0.00 0.10 0.00 0.00 Vel = 5.02 TEST 864.21 45.61 K = 127.963 | '- i '---- ' ' - � - - '''- - - - ' �