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HomeMy WebLinkAbout150 Nevers - Building Plans &amp; Drawings - 6 �W 4 4 _ 4 . 4 4 4 4 4 4 9 4.,. � i,. 4 _.' . .4 �f ._:>I g S io S S w3 s��a >-/a 7i . t r - Sid " J/o. S/6 �'/o f ra l,Ip . �» 6 I � a. ,�.- - _ o fo { �/_z�J.SS°—G.T>'/_ZOJ�1�flL�G�S.�f2,�d�Y��.�✓l7�NTS�/ZJ�7'L, ..M �, v , . . . . _- -.�=(_�,Sj�oll°8�19.5.�%T.TIG Sf"/ZIiI7/{G-t`✓�/G=B Q, .��3L�J�/1G— - d. b • ' ,,,I i6"TD aZ' 'b To PTT, Pee-, N••F. P.R. 4R3 vE L b AL(s 3 P2kSsV1eE 4(,9tzrn Sw,S6H �. 1 CDmrersso i � , b ALAPM VALVE 4" ,-- � •. / G ."H -R„Yl REARM Sw,rcrr - S FEE Coimpj1f5 or ��2 11 n1I11 � {{}} Ci�`"�— ` Soo 4Aj.,o"x ySTr7n .. Y fl ` i. L(- Q; PE To ��R(rJ f f.5, rs. �yAu o 3�F 9 G�. Ck • DRrP SE_c /Ors/_ _/`7� Vf7 „ c 4n COG✓ �. f b 90 r"1 R.P. 8. P lNSiaLLE� F41,_ Y,osy� /N H k. �nWTAz POSiT,ON / P,nr AfctEFT fGaor nRF1,u. 9o, <z� Rv66EQ'S.FAi o5 5� —H — FL6, t b"X4-'' RD 0 &U_ FCG9 .!4 - ` y' ' -f �.: ..i . .. _ fl T M7• aPSPrUN LG25 � A 4 q. - 4 :�v�rdEY�v:�y' -- — Ti�� sHovvoi✓rurssNauj 4 .s6 /a-d ,. G�wlilUY G�' J_�YL 8J - 5. \, . . �A��71�.la-�Y � SO%l/E I�lcIZS /L ' '� : ., . . s-�.��a.�-off `.` '.����a�✓vi�� ���ao,y���.�r. _o�aa z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/9/2011 SYSTEMS\HASS82\HASS FILES\2011\COMMUNITY CTR S WINDSOR. SDF JOB TITLE: COMMUNITY CTR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 80. 0 68 . 0 1150. 0 78 . 1 420. 5 57 . 0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 420. 5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 320. 5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 22 . 0 K= 5 . 60 22 . 4 26. 5 2 22 . 0 - - - - 22 . 7 - - - 3 22 . 0 K= 5 . 60 23. 2 27 . 0 4 25 . 0 K= 8 . 00 22 . 6 38 . 0 5 25 . 0 K= 8 . 00 22 . 6 38 . 0 6 25 . 0 K= 8 . 00 22 . 6 38 . 0 7 25 . 0 K= 8 . 00 22 . 7 38 . 1 8 25 . 0 K= 8 . 00 22 . 8 38 . 2 9 25. 0 K= 8 . 00 22 . 9 38 . 3 10 25 . 0 K= 8 . 00 23. 0 38 . 4 RT 25 . 0 - - - - 34 . 3 - - - RB 6. 0 - - - - 44 . 5 - - - BFO 2. 0 - - - - 46. 7 - - - BFI 2 . 0 - - - - 54. 7 - - - RI 2. 0 - - - - 55. 6 - - - SOURCE 0 . 0 SOURCE 57 . 0 320 . 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/9/2011 SYSTEMS\HASS82\HASS FILES\2011\COMMUNITY CTR S WINDSOR. SDF JOB TITLE: COMMUNITY CTR PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26. 5 1. 380 PL 4 . 50 PF 0 . 4 1 22 . 0 5 . 6 22 . 4 26. 5 5 . 7 100 FTG ---- PE 0 . 0 2 22 . 0 0 . 0 22 . 7 0 . 0 0. 081 TL 4 . 50 PV Pipe: 2 26. 5 1 . 380 PL 5 . 60 PF 0 . 5 3 22. 0 5 . 6 23 . 2 27 . 0 5 . 7 100 FTG ---- PE 0 . 0 2 22 . 0 0 . 0 22 . 7 0 . 0 0. 081 TL 5 . 60 PV Pipe: 3 -53. 5 2. 067 PL 9. 00 PF 0 . 7 3 22 . 0 5 . 6 23 . 2 27 . 0 5 . 1 100 FTG 2E PE -1 . 3 4 25 . 0 8 . 0 22 . 6 38 . 0 0 . 041 TL 16. 14 PV Pipe: 4 -91. 5 4 .260 PL 6. 00 PF 0 . 0 4 25 . 0 8 . 0 22 . 6 38 . 0 2 . 1 100 FTG ---- PE 0 . 0 5 25 . 0 8 . 0 22 . 6 38 . 0 0 . 003 TL 6. 00 PV Pipe: 5 -129 . 5 4 . 260 PL 6.00 PF 0 . 0 5 25 . 0 8 . 0 22 . 6 38 . 0 2 . 9 100 FTG ---- PE 0 . 0 6 25 . 0 8 . 0 22 . 6 38 . 0 0. 006 TL 6. 00 PV Pipe : 6 -167 . 5 4 . 260 PL 6. 00 PF 0 . 1 6 25 . 0 8 . 0 22 . 6 38 . 0 3. 8 100 FTG ---- PE 0 . 0 7 25 . 0 8 . 0 22 . 7 38 . 1 0. 010 TL 6. 00 PV Pipe: 7 -205 . 6 4 . 260 PL 6. 00 PF 0 . 1 7 25 . 0 8 . 0 22 . 7 38 . 1 4 . 6 100 FTG ---- PE 0 . 0 8 25 . 0 8 . 0 22 . 8 38 . 2 0 . 015 TL 6. 00 PV Pipe: 8 -243. 8 4 .260 PL 6. 00 PF 0. 1 8 25 . 0 8 . 0 22 . 8 38 . 2 5 . 5 100 FTG - --- PE 0. 0 9 25 . 0 8 . 0 22 . 9 38 . 3 0. 020 TL 6. 00 PV Pipe: 9 -282 . 1 4 . 260 PL 6. 00 PF 0 .2 9 25 . 0 8 . 0 22 . 9 38 . 3 6. 3 100 FTG - --- PE 0 . 0 10 25 . 0 8 . 0 23 . 0 38 . 4 0. 026 TL 6. 00 PV Pipe: 10 -320. 5 4 . 260 PL 305 . 00 PF 11 .2 10 25 . 0 8 . 0 23. 0 38 . 4 7 .2 100 FTG 2E2L PE 0. 0 RT 25 . 0 0. 0 34 . 3 0 . 0 0. 034 TL 335 . 07 PV Pipe: 11 -320. 5 4 .260 PL 19. 00 PF 2 . 0 RT 25 . 0 0. 0 34 . 3 0 . 0 7 . 2 100 FTG TGD PE 8.2 RB 6. 0 0 . 0 44 . 5 0 . 0 0 . 034 TL 58 . 47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/9/2011 SYSTEMS\HASS82\HASS FILES\2011\COMMUNITY CTR S WINDSOR.SDF JOB TITLE: COMMUNITY CTR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -320 . 5 4 . 260 PL 6. 00 PF 0 . 5 RB 6. 0 0. 0 44 . 5 0 . 0 7 . 2 100 FTG E PE 1 . 7 BFO 2 . 0 0. 0 46. 7 0 . 0 0 . 034 TL 15 . 40 PV Pipe: 13 FIXED PRESSURE LOSS DEVICE BFI 2. 0 0. 0 54 . 7 0 . 0 8 . 0 psi, 320. 5 gpm BFO 2 . 0 0. 0 46. 7 0 . 0 Pipe: 14 -320. 5 4 .260 PL 6. 00 PF 0 . 9 BFI 2 . 0 0. 0 54 . 7 0 . 0 7 . 2 100 FTG 2EG PE 0 . 0 RI 2 . 0 0. 0 55 . 6 0. 0 0 . 034 TL 26. 67 PV Pipe: 15 -320. 5 6.280 PL 120. 00 PF 0. 5 RI 2 . 0 0. 0 55. 6 0 . 0 3 . 3 140 FTG 2EG PE 0 . 9 SOURCE 0. 0 SRCE 57 . 0 (N/A) 0 . 003 TL 169. 00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 2 computer program. under license no. 50080259 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2.) The system has been calculated to provide an average imbalance at each node of 0. 006 gpm and a maximum imbalance at any node of 0. 093 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7 . 2 ft/sec at pipe 12 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/9/2011 SYSTEMS\HASS82\HASS FILES\2011\COMMUNITY CTR S WINDSOR. SDF JOB TITLE: COMMUNITY CTR PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 4 . 260 13 . 17 26. 33 7 . 90 28 . 97 15 . 80 2 . 63 26. 33 26. 33 26. 33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 . 380 3. 00 6. 00 2 . 00 7 . 00 6. 00 1. 00 10. 00 10 . 00 6. 00 2 . 067 5 . 00 10. 00 3 . 00 11 . 00 6. 00 1. 00 10. 00 10 . 00 10. 00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22 . 00 47 . 00 14 . 00 51 . 00 16. 00 5 . 00 47 . 00 II C-1 C7 O � W y WATER SUPPLY ANALYSIS y ., 100.0 Static: 80.00 psi Resid: 68.00 p psi Flow: 1150.0 gp y CX) LEGEND t 1 Available pressure N 78.13 psi @ 420.5 gpm n o O N � F✓ G 2 Required pressure A 80-0 56.95 psi @ 420.5 gpm U A. Source Supply Curve y y B. System Demand Curve r-< t=] G zn E nwry � � z N R 60.0 � N ;d E i S FCC try S rn y U R 40.0 ~' rx E Cr1 C � d N ( O C P H s c� n i 20.0 0 z Q- r B I H CR y H I �C cn � O 0.0 �d — — — — — — — — — Cn I � H -14.7 O 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) d m 01