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HomeMy WebLinkAbout6251 FORT KING RD (2) I �/ �� , 4- BENEFICIAI, FIRE PROTECTION, INC. � , '` 4506 E. BROADWAY AVE. TAMPA, FL 33605 � IHYDRAULIC CALCULATIONS . � FQR ' ALLIANCE CHURCH OF ZEFHYRHILLS I ZEPHYRHILLS, FLORIDA � FIZE Ni3MBER: ALLIANCEl , DATE: 10J22jQ0 � -DESIGN DATA- � i OCCIUPANCY CLASSIFICATION: LIGHT HAZARD ( DEN,�SITY: I .10 gpm/sq. ft. ( � ARiA OF APP�ICATIQN: 15Q0 sq. ft. COVERAGE PE � SPRINKLER: 126.7 sq. ft. I �I NU�BER C?F Si iRINKLERS CALCULATED: 12 sprinklers i M TOiAL SPRTNKLER WATER FLOW REQUIRED: 206.8 gpm TOTAL WATER� REQUIRED (including hase} : 306.8 gpm ; _ _ i - I � ~ V FLOW AND PRESSURE (@ BOR) : 206. 8 qpm @ 44.4 psi � i �PRINKLER �RIFICE SIZE: 1/2 inch N�I OF CD I�RACTOR: BENEFXCI.A.I, FIRE PR(?TEGTION, ING. � ' DEISIGNiLAX �UT BY: ., BFP I �I LOCAL FIRE PREVENTION DIVISION ' AUTHORITX VING JURISDICTION: C�NTRACTOR GERTIFICATION NUMBER: 45018801$9 � CALCU I TIONS BY HASS CdMPUTER PR�GRAM (LICENSE # 38010405 } _, �,_" _ , _ � HRS SYSTEMS. INC. - - - , � TUCKER, GA 30084 � : - _ n � • , ^'j�� J ^ ~ 1� -� • ' /'�'.�- s .� � � f: - ��'. ' ^ -_ ���� �� � ^�' ' ( O � � �y �� � � { I _._ i i � � i � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 " DATE: 10/22/2000 C:\HASS72\AZLIANCEI.SDF ' JOB TITLE: a1l�ance church of zephyrhills PIPE TAG � Q(GPM) DIA(IN) LENGTH PRESS. END� ELEV. i NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (psI) Pi e: 14 P =137. 0 2. 635 PL 10. 00 PF 0.5 14 ' 20. 6 0.0 17.1 0. 0 8.1 120 FTG ---- PE 0.0 15 , 20. 6 0.0 17. 6 0. 0 0.052 TL 10. 00 PV 0. 4 � Pipe: 15 � -206.8 2. 635 PL 44 . 00 PF 7.5 15 20. 6 � 0. 0 17. 6 0. 0 12.2 120 FTG 3E PE 2.7 20 ' 14.2 '� 0. 0 27 .8 0.0 0.110 TL 68. 00 PV 1. 0 � � Pipe: 16 ; -206. 8 2. 635 PL 79. 00 PF 9. 6 20 , 14.2 ; 0.0 27.8 0.0 12.2 120 FTG E PE 0. 0 25 14.2 � 0.0 37.4 0.0 0. 110 TL 87. 00 PV 1. 0 Pipe: 17 -206.8 4 .260 PL 24 .00 PF 0.5 25 ' 14 .2 ' 0. 0 37. 4 0.0 4.7 120 FTG 2E PE 2.4 30 , 8. 8 � 0.0 40. 4 0.0 0. 011 TL 50. 00 PV 0. 1 Pi'pe: 18 -206. 8 4.260 PL 8.75 PF 0.2 30 i 8.8 � 0. 0 40.4 0. 0 4.7 120 FTG E PE 3.8 35 , 0. 0 0.0 44.4 0. 0 0. 011 TL 21.75 PV 0.1 Pipe: 19 -206. 8 4.220 PL 105. 00 PF 0. 9 35 ; 0.0 i 0.0 44 .4 0.0 4 .7 140 FTG ---- PE 0. 0 40 0.0 ; 0.0 45.3 0.0 0.008 TL 105.00 PV 0.2 i � Pipe: 20 FIXED PRESSURE LOSS DEVICE 45 0.0 , 0.0 48.3 0.0 3.0 psi, 206.8 gpm 40 0. 0 0.0 45.3 0.0 � Pipe: 21 -206.8 4 .220 PL 10. 00 PF 0.4 45 0.0 0.0 48.3 0. 0 4 .7 140 FTG TG PE 0.0 50 ' 0.0 SRCE 48 .7 (N/A) 0. 008 TL 50.00 PV 0.2 NOTES: (1} Calculations were performed by the HASS 7.2 computer program under licen�se no. 38010405 granted by ; � - HRS Systems, Inc. , � 4792 LaVista Road � � Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance a�t each node of 0.005 gpm and a maximum imbalance alt any node of 0. 096 gpm. � i (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is ; 12.2 ft/sec at pipe 16. . � I � i _ � ; , . i ; , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1�0/22/2000i C:�HASS72\ALLIANCEI.SDF � JOB TITLE: alliance church of zephyrhills � � (4) PIPE FITTINGS TABLE � � Pipe Table Name� STANDARD.PIP �'AGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) � E T L C B G A D N � E11 Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049� 2.00 5. 00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380; 3.00 6.00 2.00 7 .00 6. 00 1.00 10. 00 10.00 6.00 1. 610� 4.00 8.00 2. 00 9.00 6. 00 1.00 10. 00 10.00 8.00 I PAGE: B MATERIAL: THNWL HWC: 120 Diamet�,er � Equivalent Fitting Lengths in Feet (in) � E � T L C B G A D N i Ell � Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NPTee 2. 635, 8.00 � 17.00 6.00 19. 00 10.00 1.00 14 .00 14.00 17 .00 4.260� 13.00 � 26.00 8.00 29000 16.00 3.00 26.00 13.00 26.00 � PAGE: D MATERIAL: DIRON HWC: 140 Diameter � Equivalent Fitting Lengths in Feet (in) E ' T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee I 4.220, 18.00 36.00 11.00 39. 00 22. 00 4 .00 36. 00 I , � � � � I � � �� ; � i � i I i � � Y � i � i i . � � . ; � i I � I . � � . i i . I , , � ' I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 �� DATE: 10/22/2000 C:\HASS72\ALLIANCEI.SDF ' JOB TITLE: alliance church of zephyrhills i � WATER SUPPLY ANALYSIS i _ Static: 62.00 psi Resid: 52. 00 psi Flow: 1186.0 gpm 120.0; i i i � � LEGEND 100.0 I 1 i � Available pressure � 61. 18 psi @ 306.8 gpm � G � I 2 A � � � Required pressure U 80.p ; 48. 68 psi @ 306.8 gpm G i � E ' � P R E 60.0 1 S � S ; I U 2 i r E � i _ l� 40.0 � , c � i P s � i � 20.0 i ' � I � , 0.0 I , � � I i � -14.7 I � I - i � 400600 800 1000 1200 1400 1600 1800 2000 � FLOW (GPM) ' , , � � � � .- � ,