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HomeMy WebLinkAbout19220 59TH DR SE UNIT 18_056735_2026 Q amoa *0m � a N ' 0D = CD v y m cr � ( 1Z n i t+ D A y , �1 Z ice/ — D -o N �i mn -n [ 0,/ w av m� o N o _ zZm r o 0 ' M. m � h CD o POr1v m m m - crm � -� a) m" 0 D - w � zt � z o �. D 2 Z O ni o m ? 6 Cr D 4 m o rn x oomaC3 0 Z curl m a? 0 < ��° m T a co D . a N Z vCi Iu `� o `�. m m m `° m Z r��- n o ate '03 w o v m m cf = � n � n � m p �. A g - m m m m 0 a Op ? � O �• '• �, o �, Cn z °• d CD m ° `° z " m 7 � prn- U' Z C m m co D �' n 0 w n z "� ccnm o =L m cc M m "n n r co [ = fD r .~� Rl Z Nk rD " � m O Z 1 Z m (A � pn � ~ n0 a m °� o D -OI m �. r0 °.° 0', VI z y Z z "r CD ,z° 'zmm'm 00 w m m y CD o 3 m 3 v m Q O o - r D. fD �'Ln � m m m m m D Z0 w0 Ln m W CD D Er n a Q D or a `. 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Contractor: �V�/ke ' cAs,4v4r-i,V4 o Owner:Date: R— 7—oG J— S—0 —©G ❑ APPROVAL ,PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. .s,YS/�srl -e-1 9,— o L d 2� d Inspector;, Date:V �La 3 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 71 I _ I • 1 IV .� 1 -,, 1 ' - ' 1 • ' L • � J 1 1 - _ I 1 INSPECTION REPORT ¢ti1N GT Permit No.: J�=Lf�s� Lot #: O Q Address: Contractor: P�r�� ems, �O Owner: IN Date: ❑ APPROVAL l PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. J`"�-�-s i dF �c��L�%[/�- /lrl.�T...•!7�v T!C� `�,c.i.c.vr/s` ,a- t L� do Inspectorg 'g— Date: -3 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 - . f ' 1 IL II I I+ 1 � , I 1 1 I t - 1 •I� I I I 1 r _ 1 _ I I 1 r Y INSPECTION REPORT -) ¢ti1N G TO Permit No.: Lot #: Q' Address: fM"e Contractor: Owner: J o lll z o k) SIN Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. '4 One- Inspector: Date: j/--01--e J' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r � L< 1 a PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR 1 JOHNSON (KING) HANGAR ARLINGTON, WA I FILE NUMBER: JOHNSON HANGAR REV 2 DATE: APR 12, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HZD GROUP I DENSITY: .29 gpm/sq. ft. AREA OF APPLICATION: 2633 SF ( .29/2700 BASE LESS 25% OF AREA FOR HI-TEMP HEADS = .29/2025, PLUS 30% OF AREA FOR DRY SYSTEM = .29/2633 FINAL DESIGN DENSITY/AREA) COVERAGE PER SPRINKLER: MAX 100 SQ FT NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 904 .0 gpm TOTAL WATER REQUIRED (including hose) : 1404.0 gpm FLOW AND PRESSURE (@ BOR) : 904 .0 gpm @ 46.2 psi SPRINKLER ORIFICE SIZE: 3/4 inch (8.OK) NAME OF CONTRACTOR: Patriot Fire Protection, Inc. DESIGN/LAYOUT BY: JIMMY T & CARY W AUTHORITY HAVING JURISDICTION: CITY OF ARLINGTON CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321) HRS SYSTEMS, INC. TUCKER, GA 30084 sm 0 S VJ 3 S 6ii HE PIP OR co�P� 'lurQN07 � -. _t � .�I �� �l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/12/2006 T: \HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D { NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 80.0 39.0 5400.0 76. 6 1404 .0 57 .2 ' AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1404.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 904.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23. 0 K= 8.00 16.7 32.7 2 22.3 K= 8 .00 17 .4 33. 4 3 21.7 K= 8.00 15.6 31. 6 AT 22. 0 - - - - 18 .9 - - - 4 21. 0 K= 8.00 14 .5 30.4 5 20.3 K= 8.00 12. 6 28.4 6 19.7 K= 8 .00 11.8 27 .5 7 19. 0 K= 8.00 11 .9 27 .5 8 23.0 K= 8.00 18 .0 33. 9 9 22.3 K= 8.00 18 .4 34 .3 10 21.7 K= 8 .00 15.7 31.7 BT 22. 0 - - - - 19.0 - - - 11 21.0 K= 8 .00 14 .5 30.5 12 20.3 K= 8 . 00 12. 6 28 . 4 13 19.7 K= 8 .00 11 .9 27 . 6 14 19.0 K= 8 . 00 11.9 27 . 6 15 23. 0 K= 8 . 00 18 .2 34 .1 16 22.3 K= 8 . 00 18 . 9 34 .8 17 21.7 K= 8 . 00 16.2 32.2 CT 22. 0 - - - - 19. 6 - - - 18 21. 0 K= 8 .00 14 . 9 30. 9 19 20.3 K= 8 .00 13.0 28 . 8 20 19.7 K= 8 . 00 12.2 28 .0 21 19.0 K= 8 .00 12.2 28 .0 22 23.0 K= 8 . 00 19.0 34 . 9 23 22 .3 K= 8 . 00 19.7 35.5 24 21.7 K= 8 . 00 16. 9 32.8 DT 22. 0 - - - - 20.4 - - - 25 21. 0 K= 8. 00 15. 6 31. 6 26 20.3 K= 8 . 00 13.5 29.4 27 19.7 K= 8 . 00 12 .7 28.5 28 19. 0 K= 8 . 00 12 .7 28 .5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/12/2006 T:\HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 29 21.7 K= 8.00 25.5 40.4 ET 22.0 - - - - 25.7 - - - DV 5.3 - - - = 43.8 - - - I BOR 2.0 - - - - 46.2 - - - DC1 2.0 - - - - 46.2 - - - DC2 2.0 - - - - 51.2 - - - FLG 0.5 - - - - 52.8 - - - SITE 0.0 HOSE STREAM 55.3 500.0 A 20.0 - - - - 24 .3 - - - B 20.0 - - - - 24 .5 - - - C 20.0 - - - - 25.1 - - - D 20.0 - - - - 26.5 - - - E 20.0 - - - - 26.8 - - - L 21.3 - - - - 14 .8 - - - M 21.3 - - - - 14 .8 - - - N 21.3 - - - - 15.3 - - - 0 21.3 - - - - 15.9 - - - CITY 0.0 SOURCE 57.2 1404 .0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/12/2006 T: \HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV 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 -32.7 1.682 PL 8.50 PF 0.4 1 23.0 8.0 16.7 32.7 4 .7 100 FTG ---- PE 0.3 2 22.3 8.0 17.4 33.4 0.045 TL 8 .50 PV Pipe: 2 -66.1 1. 610 PL 1.00 PF 1.4 2 22.3 8.0 17.4 33.4 10.4 100 FTG T PE 0.1 AT 22.0 0.0 18. 9 0.0 0.207 TL 6.71 PV Pipe: 3 113. 9 2.157 PL 7 .50 PF 1.0 3 21.7 8.0 15. 6 31.6 10. 0 100 FTG ---- PE 0.1 L 21.3 0.0 14.8 0.0 0.136 TL 7 .50 PV Pipe: 3A 113. 9 1. 682 PL 1.00 PF 0.5 L 21.3 0.0 14 .8 0.0 16.4 100 FTG ---- PE 0.1 4 21.0 8.0 14.5 30.4 0.457 TL 1.00 PV Pipe: 4 83.4 1.682 PL 8 .50 PF 2 .2 4 21. 0 8 .0 14 .5 30.4 12. 0 100 FTG ---- PE 0.3 5 20.3 8 .0 12. 6 28.4 0.257 TL 8 .50 PV Pipe: 5 55.1 1. 682 PL 8 .50 PF 1.0 5 20.3 8.0 12.6 28 .4 8.0 100 FTG ---- PE 0.3 6 19.7 8.0 11.8 27 .5 0. 119 TL 8 .50 PV Pipe: 6 27.5 1.682 PL 8 .50 PF 0.3 6 19.7 8 . 0 11.8 27 .5 4.0 100 FTG ---- PE 0.3 7 19. 0 8 .0 11. 9 27 .5 0.033 TL 8 .50 PV Pipe: 7 145.5 2. 157 PL 7 .50 PF 3.4 AT 22. 0 0.0 18.9 0.0 12.8 100 FTG T PE 0.1 3 21.7 8.0 15.6 31. 6 0.214 TL 16. 06 PV Pipe: 8 -211. 6 2.067 PL 2.00 PF 4 .5 AT 22.0 0.0 18.9 0.0 20.2 120 FTG T PE 0.9 A 20.0 0.0 24 .3 0.0 0.376 TL 12 .00 PV Pipe: 9 -33. 9 2.067 PL 8 .50 PF 0.1 8 23. 0 8 .0 18.0 33.9 3.2 120 FTG ---- PE 0.3 9 22.3 8 .0 18.4 34 .3 0. 013 TL 8 .50 PV Pipe: 10 -68.2 2.067 PL 1 .00 PF 0.5 9 22.3 8.0 18.4 34.3 6.5 120 FTG T PE 0.1 BT 22. 0 0.0 19.0 0.0 0.046 TL 11.00 PV Pipe: 11 114. 1 2.157 PL 7 .50 PF 1.0 10 21.7 8.0 15.7 31.7 10. 0 100 FTG ---- PE 0.1 M 21.3 0.0 14.8 0.0 0.136 TL 7 .50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/12/2006 T:\HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV 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: 11A 114 .1 1.682 PL 1.00 PF 0.5 M 21.3 0. 0 14 .8 0.0 16.5 100 FTG --- PE 0.1 11 21. 0 8 . 0 14 .5 30.5 0.458 TL 1 .00 PV Pipe: 12 83.6 1. 682 PL 8 .50 PF 2.2 11 21.0 8.0 14.5 30.5 12.1 100 FTG ---- PE 0.3 12 20.3 8.0 12. 6 28 .4 0.258 TL 8 .50 PV Pipe: 13 55.2 1. 682 PL 8 .50 PF 1.0 12 20.3 8.0 12. 6 28 .4 8. 0 100 FTG ---- PE 0.3 13 19.7 8.0 11.9 27 .6 0.120 TL 8 .50 PV Pipe: 14 27.6 1. 682 PL 8 .50 PF 0.3 13 19.7 8.0 11. 9 27 . 6 4.0 100 FTG ---- PE 0.3 14 19. 0 8.0 11. 9 27 . 6 0.033 TL 8.50 PV Piper 15 145.8 2.157 PL 7.50 PF 3.5 BT 22. 0 0.0 19. 0 0.0 12.8 100 FTG T PE 0.1 10 21.7 8.0 15.7 31 .7 0.215 TL 16.06 PV Pipe: 16 -214.0 2.067 PL 2.00 PF 4 .6 BT 22. 0 0.0 19. 0 0.0 20.5 120 FTG T PE 0.9 B 20. 0 0. 0 24 .5 0.0 0.384 TL 12.00 PV Pipe: 17 -34.1 1. 682 PL 8.50 PF 0.4 15 23. 0 8 . 0 18.2 34 .1 4. 9 100 FTG ---- PE 0.3 16 22.3 8. 0 18. 9 34 .8 0.049 TL 8 .50 PV Pipe: 18 -68. 9 2.067 PL 1 . 00 PF 0.5 16 22.3 8 . 0 18.9 34 .8 6. 6 120 FTG T PE 0.1 CT 22. 0 0.0 19.6 0.0 0. 047 TL 11.00 PV Pipe: 19 115. 6 2.157 PL 7 .50 PF 1.0 17 21.7 8 .0 16.2 32.2 10.2 100 FTG ---- PE 0.1 N 21.3 0. 0 15.3 0.0 0.140 TL 7 .50 PV Pipe: 19A 115.6 1 . 682 PL 1 .00 PF 0.5 N 21.3 0.0 15.3 0.0 16.7 100 FTG ---- PE 0.1 18 21. 0 8 .0 14 . 9 30.9 0.470 TL 1.00 PV Pipe: 20 84 .7 1. 682 PL 8 .50 PF 2.2 18 21. 0 8 .0 14 . 9 30. 9 12.2 100 FTG ---- PE 0.3 19 20.3 8. 0 13.0 28 .8 0.264 TL 8 .50 PV Pipe: 21 55. 9 1. 682 PL 8 .50 PF 1 .0 19 20.3 8. 0 13. 0 28 .8 8.1 100 FTG ---- PE 0.3 20 19.7 8. 0 12.2 28 .0 0.123 TL 8 .50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/12/2006 T:\HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV 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: 22 28.0 1. 682 PL 8 .50 PF 0.3 20 19.7 8.0 12.2 28.0 4.0 100 FTG ---- PE 0.3 21 19.0 8.0 12.2 28 .0 0.034 TL 8.50 PV Pipe: 23 147.8 2 .157 PL 7 .50 PF 3.5 CT 22.0 0.0 19. 6 0.0 13.0 100 FTG T PE 0.1 17 21.7 8 .0 16.2 32.2 0.220 TL 16. 06 PV Pipe: 24 -216.7 2.067 PL 2.00 PF 4.7 CT 22. 0 0.0 19. 6 0.0 20.7 120 FTG T PE 0.9 C 20.0 0.0 25. 1 0.0 0.393 TL 12. 00 PV Pipe: 25 -34.9 1. 682 PL 8.50 PF 0.4 22 23.0 8.0 19.0 34.9 5.0 100 FTG ---- PE 0.3 23 22.3 8.0 19.7 35.5 0.051 TL 8 .50 PV Pipe: 26 -70. 4 2. 067 PL 1.00 PF 0.5 23 22.3 8 .0 19.7 35.5 6.7 120 FTG T PE 0.1 DT 22.0 0.0 20.4 0.0 0.049 TL 11.00 PV Pipe: 27 118.1 2.157 PL 7 .50 PF 1.1 24 21.7 8 .0 16. 9 32.8 10.4 100 FTG ---- PE 0.1 0 21.3 0.0 15. 9 0.0 0.145 TL 7 .50 PV Pipe: 27A 118.1 1.682 PL 1.00 PF 0.5 0 21.3 0.0 15.9 0.0 17.0 100 FTG ---- PE 0.1 25 21.0 8 .0 15. 6 31.6 0. 488 TL 1. 00 PV Pipe: 28 86.5 1. 682 PL 8 .50 PF 2.3 25 21.0 8.0 15.6 31.6 12.5 100 FTG ---- PE 0.3 26 20.3 8.0 13.5 29.4 0.275 TL 8.50 PV Pipe: 29 57. 1 1 .682 PL 8.50 PF 1.1 26 20.3 8.0 13.5 29.4 8.2 100 FTG ---- PE 0.3 27 19.7 8.0 12.7 28.5 0.127 TL 8 .50 PV Pipe: 30 28.5 1. 682 PL 8.50 PF 0.3 27 19.7 8 .0 12.7 28.5 4 .1 100 FTG ---- PE 0.3 28 19. 0 8 .0 12.7 28.5 0.035 TL 8.50 PV Pipe: 31 150. 9 2.157 PL 7.50 PF 3.7 DT 22. 0 0.0 20.4 0.0 13.3 100 FTG T PE 0.1 24 21.7 8 .0 16. 9 32.8 0.229 TL 16.06 PV Pipe: 32 -221.3 2.067 PL 2.00 PF 5.2 DT 22.0 0.0 20.4 0.0 21.2 100 FTG T PE 0.9 D 20. 0 0.0 26.5 0.0 0.572 TL 9.14 PV 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/12/2006 T: \HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV 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: 33 -40.4 2.067 PL 7 .50 PF 0.4 29 21.7 8 .0 25.5 40.4 3. 9 100 FTG T PE -0.1 ET 22.0 0.0 25.7 0.0 0.025 TL 14 . 64 PV 1 Pipe: 33A -40.4 2.067 PL 2. 00 PF 0.2 t ET 22.0 0. 0 25.7 0.0 3. 9 100 FTG T PE 0.9 E 20.0 0. 0 26. 8 0.0 0.025 TL 9.14 PV Pipe: 33B -211. 6 4 .260 PL 11.20 PF 0.2 A 20.0 0. 0 24 .3 0.0 4 . 8 100 FTG --- PE 0.0 B 20.0 0. 0 24 .5 0.0 0.016 TL 11.20 PV Pipe: 33C -425. 6 4 .260 PL 11 .20 PF 0.6 B 20.0 0. 0 24 .5 0.0 9. 6 100 FTG ---- PE 0.0 C 20.0 0.0 25.1 0.0 0.057 TL 11.20 PV Pipe: 33D -642.3 4 .260 PL 11.20 PF 1.4 C 20.0 0.0 25.1 0.0 14 .5 100 FTG ---- PE 0.0 D 20.0 0.0 26.5 0.0 0.121 TL 11.20 PV Pipe: 33E -863. 6 6.357 PL 11.20 PF 0.3 D 20.0 0.0 26.5 0.0 8.7 100 FTG ---- PE 0.0 E 20.0 0.0 26.8 0.0 0.030 TL 11 .20 PV Pipe: 34 -904. 0 6.357 PL 249.50 PF 10.6 E 20.0 0. 0 26.8 0.0 9. 1 100 FTG 2ETD PE 6.4 DV 5.3 0. 0 43.8 0.0 0.033 TL 327 .29 PV Pipe: 35 -904. 0 6.357 PL 3.33 PF 1.0 DV 5.3 0.0 43. 8 0.0 9.1 120 FTG T PE 1.4 BOR 2.0 0.0 46.2 0.0 0.023 TL 41 .33 PV Piper 36 -904 . 0 6.357 PL 1.00 PF 0.0 BOR 2.0 0.0 46.2 0.0 9. 1 120 FTG ---- PE 0.0 DC1 2. 0 0.0 46.2 0.0 0.023 TL 1. 00 PV Piper 37 FIXED PRESSURE LOSS DEVICE DC2 2. 0 0. 0 51.2 0.0 5.0 psi, 904.0 gpm DC1 2. 0 0.0 46.2 0.0 Pipes 38 -904 . 0 6.357 PL 1 .50 PF 0. 9 DC2 2.0 0.0 51.2 0.0 9. 1 150 FTG 2E PE 0.6 FLG 0.5 0.0 52.8 0.0 0.015 TL 55. 90 PV Pipe: 39 -904 . 0 6.280 PL 40. 00 PF 2.4 FLG 0.5 0.0 52.8 0.0 9. 4 140 FTG ETLG PE 0.2 SITE 0.0 H.S. 55.3 500.0 0.019 TL 128 .00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/12/2006 T:\HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV 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: 40 -1404.0 8 .390 PL 95.00 PF 1.9 SITE 0.0 H.S. 55.3 500.0 8.1 140 FTG TLG PE 0.0 CITY 0.0 SRCE 57 .2 (N/A) 0.010 TL 183.00 PV ! NOTES: (1) Calculations were performed by the HASS 7.7 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.096 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft/sec at pipe 32. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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. 610 4 .00 8 .00 2.00 9.00 6. 00 1.00 10.00 10.00 8 .00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10. 00 10.00 10.00 PAGE: B MATERIAL: THNWL 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. 682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14 .00 8 . 00 1.00 12.00 12.00 12.00 4 .260 13.00 26.00 8 .00 29.00 16.00 3.00 26. 00 26.00 26.00 6.357 18 .00 38. 00 11.00 40.00 13.00 4.00 35.00 35.00 38 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/12/2006 T:\HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N p Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47 .00 14 .00 51.00 16.00 5.00 47 .00 8.390 31.00 59.00 22.00 76.00 20.00 7. 00 59.00 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/12/2006 T: \HASS\CARYW\JOHNSON HANGAR REV2.SDF JOB TITLE: JOHNSON HANGAR REV WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 39.00 psi Flow: 5400.0 gpm i I 100. 0 LEGEND '� 80.0 1 Available pressure 1 76.61 psi @ 1404 .0 gpm G 2 ,/� Required pressure A 57.21 psi @ 1404 .0 gpm U 60.0 G 2 A. Source Supply Curve E B. System Demand Curve P 40.0 R E S S 20.0 U R E 0. 0B P s-14.7 f i 12C180C24003000 3600 4200 4800 5400 6000 FLOW (GPM) 'RIOT Fire Sprinklers Save Lived Taco 70TH Avenue W24 East Tacoma,WA 98424 FIRE PROTECTION, INC. TEL:(253)920/2290 FAX:(253)922.81;0 Fire Protection Equipment Submittals U� wig for RECEIVE) NOV 0 A 2005 BUILDING � ���► DEJohnson (King) Hangar Arlington, WA for DKS Construction PAT—RIOTJob -1 -:145,3 OTECTION u )G b� l�'I��� �� U 1 .� C IE,I�d\V�u n� �•i ') PIO CFiArvGES > t JIMLESS APPFK OL)ILDItIG Ir1c,�'E VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF C-SYSU-11 •-2 (E,) POTTER OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH UL and CSFM Listed,FM Approved,NYMEA Accepted, CE Marked Dimensions: 6.19"L X 2.25"W X 5.88"H 15,7cm L X 5,7cm W X 14,6cm H ©Po?? ?: Weight: 2 lbs. (0,9 kg.) Enclosure: Cover- Die-Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT(Form C) OSYSU-2: Two sets of SPDT(Form C) 1 = ' 15.00 Amps at 125/250VAC r I, 2.50 Amps at 30VDC resistive Environmental Limitations: • NEMA 4 and NEMA 6P Enclosure (I1367) when used with appropriate watertight conduit fittings. • Indoor or Outdoor use (Not for use in hazardous locations. See bulletin no. 5400705 OSYS-U-EX for hazardous locations.) • Temperature Range:-40OF to 140OF(-40°C to 60°C) Conduit Entrances: •' ' 2 knockouts for 1/2"conduit provided Service Use: Automatic Sprinkler NFPA-13 OSYSU-1 Stock No. 1010106 One or two family dwelling NFPA-13D OSYSU-2 Stock No. 1010206 Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS screws and hex keys are available. See ordering informa- &Y(outside screw and yoke)type gate valve.This device tion on page 4. is available in two models; the OSYSU-1, containing one OPTIONAL COVER TAMPER SWITCH set of SPDT (Form C) contacts and the OSYSU-2, con- A field installable cover tamper switch is available as an taining two sets of SPDT (Form C) contacts. These option which may be used to indicate removal of the cover. switches mount conveniently to most OS & Y valves See ordering information on page 4. ranging in size from 2"to 12"(50mm to 300mm).They will mount on some valves as small as 1/2" (12,5mm). TESTING The OSYSU and its associated protective monitoring sys- The cover is held in place by two tamper resistant screws tem should be inspected and tested in accordance with that require a special tool to remove. The tool is furnished applicable NFPA codes and standards and/or the authority with each device and should be left with the building owner having jurisdiction(manufacturer recommends quarterly or or responsible party. Replacement or additional cover more frequently). Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada888-882-1833*www.pottersignal.com PRINTED IN USA MKT.#8820004-REV P PAGE 1 OF 4 12/01 ®SYSU-i , -2 OUTSIDE SCREW AND YOKE VALVE @POTTER The Symbol of Protection SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" (12,5mm THRU 63,5mm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2"TO 12"OS&Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2" (12,5MM). J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET CLAMP BAR --- BRACKET CARRIAGE BOLT DWG. #979-3 SMALL VALVE INSTALLATION 6. Remove the OSYSU. File a 1/8" (3,2mm) deep groove 1. Remove and discard "C"washer and roller from the trip centered on the mark on the valve stem utilizing a 3/16" rod. (4,8mm) round, non-tapered file. Round and smooth the 2. With the valve in the FULL OPEN position, locate the edges of the groove to prevent damage to the valve OSYSU across the valve yoke as far as possible from the packing and to allow the trip rod to move easily in and out valve gland, so that the trip rod lays against the non- of the groove as the valve is operated. threaded portion of the valve stem. 7. Mount the OSYSU with the trip rod centered in groove. 3. Loosen the locking screw that holds the trip rod in place 8. Final adjustment is made by loosening 2 screws (see Fig. and adjust the rod length (see Fig.4). When adjusted 1) and sliding the OSYSU on the bracket. Adjustment is properly,the rod should extend past the valve screw, but correct when switches are not activated with the trip rod not so far that it contacts the clamp bar. Tighten the seated in the valve stem groove and that the switches locking screw to hold the trip rod in place. activate when the trip rod moves out of the groove. NOTE: If trip rod length is excessive, loosen the locking 9. Tighten the adjustment screws and all mounting hardware. screw and remove the trip rod from the trip lever. Using Check to insure that the rod moves out of the groove easily pliers, break off the 1" (25mm) long notched section (see and that the switches activate within one turn when the Fig. 5). Reinstall trip rod and repeat Step 3 procedure. valve is operated from the FULL OPEN towards the 4. Mount the OSYSU loosely with the carriage bolts and CLOSED position. clamp bar supplied. On valves with limited clearance use NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT J-hooks supplied instead of the carriage bolts and clamp THE STEM THREADS DO NOT ACTIVATE THE SWITCH. bar to mount the OSYSU. THE SWITCH BEING ACTIVATED BY THE STEM THREADS 5. Mark the valve stem at the center of the trip rod. COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT.#8820004-REV P PAGE 2 OF 4 12/01 OSYSU-1 (E,) POTTER OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" (76mm THRU 300mm) SIZES 3" THRU 12" (76mm THRU 300mm) VALVES — BRACKET USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE CLAMP BAR IS SUFFICIENT CLEARANCE. CARRIAGE BOLTS SLOTTED MOUNTING (2 RFQUIRED) HOLES. MAY BE USED .—., ROLLER FOR FINE ADJUSTMENT GROOVE OF SWITCH ON BRACKET. —YOKE m \ VALVE STEM TRIP ROD DWG. #979-4 GLAND LARGE VALVE INSTALLATION (9,5mm) round, non-tapered file. Round and smooth the 1. With the valve in the FULL OPEN position, locate the edges of the groove to prevent damage to the valve OSYSU across the valve yoke as far as possible from the packing and to allow the trip rod to move easily in and out valve gland, so that the trip rod lays against the non- of the groove as the valve is operated. threaded portion of the valve stem. 6. Mount the OSYSU loosely with the trip rod centered in 2. Mount the OSYSU loosely with the carriage bolts and groove. clamp bar supplied. 7. Final adjustment is made by loosening 2 screws (see Fig. 3. Loosen the locking screw that holds the trip rod in place 2) and sliding the OSYSU on the bracket. Adjustment is and adjust the rod length (see Fig. 4). When adjusted correct when switches are not activated with the trip rod properly, the rod should extend past the valve screw, but seated in the valve stem groove and that the switches not so far that it contacts the clamp bar. Tighten the activate within one turn when the valve is operated from the locking screw to hold the trip rod in place. FULL OPEN towards the CLOSED position. NOTE: If trip rod length is excessive, loosen the locking 8. Tighten the adjustment screws and mounting hardware. screw and remove the trip rod from the trip lever. Using Check to insure that the rod moves out of the groove pliers, break off the one 1" (25mm) long notched section easily and that the switches activate within one turn when (see Fig. 5). Reinstall trip rod and repeat Step 3 proce- the valve is operated from the FULL OPEN towards the dure. CLOSED position. 4. Mark the valve stem at the center of the trip rod. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. 5. Remove the OSYSU. File a 1/8" (3,2mm) deep groove THE SWITCH BEING ACTIVATED BY THE STEM THREADS centered on the mark of the valve stem utilizing a 3/8" COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT.#8820004-REV P PAGE 3 OF 4 12/01 (E) POTTER OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH FIG. 3 DIMENSIONS FIG.4 PARTS B,0 I,a7cm) r�,�) � (9.Tcm) U Icm) 1(II(D)�.0. .CRWND SCREW WCK)N.C. TILF LOC ROD LllfJfroC SCREW K1 ICnoS ,D 1i11.m) (OR EL(C7M o CdN(CRW"6 � I xm) IRF ROD ( 27K=; XB40 m) I 9em) � ) II Iq0 t+1MOt0 1 DWG.1979-5 LI d10./979-0 BREAKING EXCESSIVE ROD SWITCH TERMINAL TYPICAL ELECTRICAL CONNECTIONS LENGTH CONNECTIONS CLAMPING PLATE LOCAL CIRCUIT N.O. FIG. 5 TERMINAL coM. .N.C. INDICATING TO POWER FOR DEVICE INDICATING DEVICE 00IN SIB y, TO SUPERVISORY CIRCUIT N.O. END OF OF CONTROL PANEL N.C. LINE COM. pM' -1' RESISTOR E p t I ` M° — DWG �J979-1 CAUTION: "' An uninsulated section of a single conductor Contacts shown in normal(valve open)condition. should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi- TYPICAL SWITCH ACTION sion ofthe connection in the event that the wire becomes dislodged from under the terminal OPEN VALVE POSITION CLOSED VALVE POSITION ORDERING INFORMATION SW #coM. SW N co: N.O. N.c. I }c N.0 MODEL DESCRIPTION STOCK NO. l OSYSU-1 Outside Screw&Yoke-Supervisory Switch(Single switch) 1010106 I OSYSU-2 Outside Screw&Yoke-Supervisory Switch(Double switch) 1010206 coM.1 N0 COM. I N.0 Cover Screw 5490344 SW #2 SW #2 N.0 N.0 Hex Key for Cover Screws and Installation Adjustments 5250062 f Optional Cover Tamper Switch Kit 0090131 DWG. #979-2 For pressure reducer type valve installation kits(if required)contact valve manufacturer. PRINTED IN USA MKT #8820004-REV P PAGE 4 OF 4 12/01 SELLS (E) POTTER PBA-AC & PBD-DC The Symbol of Protection UL Listed,FM Approved Sizes Available:6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm General Signaling v BurglarAlarm Environment: Indoor or outdoor use(See Note 1) -400 to 150OF(400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powdercoating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE NT TYPICAL dB MINIMUM dB CURRENT INCHES VOLTAGE MODEL NO. STOCK NO, (MAX AT 10 FT. AT 10 FT. (mm) (3m)(2) (3m)(1) 6(150) 12VDC PBD126 1706012 .12A 85 76 8(200) 12VDC PBD128 1708012 .12A 90 76 10(250) 12VDC PBD1210 1710012 .12A 92 76 6(150) 24VDC PBD246 1706024 .06A 87 76 8(200) 24VDC PBD246 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 79 6(150) 24VAC PBA246 1806024 .17A 91 76 8(200) 24VAC PBA248 1808024 .17A 94 76 10(250) 24VAC PBA2410 1810024 .17A 94 76 6(150) 120VAC PBA1206 1806120 .05A 92 82 8(200) 120VAC PBA1208 1808120 .05A 99 82 10(250) 120VAC PBA12010 1810120 05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is-30'to 150OF(-34°to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8850001-REV Q PAGE 1 OF 2 MFG-#5400776-12/01 BELLS (E,) POTTER PBA-AC & PBD-DC The Symbol of Protection DIMENSIONS INCHES(mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONETHREADED 1/2"CONDUIT ENTRANCE 0 10" (250) ( 12�--� 5 3/4" _ 3 3/8" 5" (146) 7) (200) 6" ( 1 (150) i (� 1I `�T J 3 3/8" (86) 2 (41) - 4 1/4" (68)68) DWG. #776-1 (108) DWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED (OUT) WHITE (IN) WHITE (OUT) 0 0 FROM CONTROL PANEL TO NEXT BELL FROM CONTROL PANEL OR OR END-OF-LINE OR PRECEDING BELL RESISTOR PRECEDING BELL BLACK (IN) D. BLACK (OUT) BLACK (IN) D. CIBLIACK CAUTION: CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1 WHEN USING A.0 BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL. 3. BLACK WIRES NEGATIVE (-) 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2,4m)from the floor or as close to the ceiling as possible. 2. Remove the gong. 3. Connect wiring(see Fig. 3). 4. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT.#8850001-REV Q PAGE 2 OF 2 MFG #5400776-12/01 IVI14DEI_:�L P,S1OA (E,) POTTER PRESSURE SWITCH The Symbol of Protection ULand CSFM Listed,FM and LPCApproved,NYMEAAccepted,CE Marked Dimensions: 43/4"(12,1cm)Wx21/4"(5,7cm)Dx43/8"(11,1cm)H } Enclosure: Cover-Die-cast with textured red powdercoat finish } Base-Plated Steel Pressure Connection:1/2"NPT Male ©POM Factory Adjustment: at.Louis. Mors.., �E Operates on Pressure increase at6±1 PSI(0,41±0,07 BAR) M".1 N.M., Operates on Pressure decrease at 5±1 PS 1(0,35±0,07 BAR) �p PB10-1A ••„�,W-- Q Maximum Differential: 1 PSI(0,06 BAR) Maximum System PrPRmirp.: 250 PSI (17,2 BAR) Switch Contacts:SPDT(Form C) - 15.0 Amps at 125/250VAC,2.5 Amps at 3OV DC One set in PS10-1A,Two sets in PS10-2A • Environmental Specifications: Indoor or outdoor use NEMA4/IP55 Rated Enclosure-when used with proper conduit fittings Temperature range:-40°F to 140°F(-40°C to 60°C) (Not for use in hazardous locations) Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D PS10-IA Single Switch-Stock No. 1340101 Residential Occupancy uptofourstories NFPA-13R PS10-2A Double Switch-Stock No. 1340102 National Fire Alarm Code NFPA-72 Tamper:Cover incorporates tamper resistant fasteners that require a special key for removal.One key is supplied with each device.Foroptional covertamper switch kit,order Stock No.0090134. INSTALLATION AND TEST PROCEDURES installed on the alarm outlet side of the retard chamber of the sprinkler The Potter PS 1 OA Series Pressure Actuated Switches are designed for system the detection of a waterflow condition in automatic fire sprinkler systems TESTING: Accomplished by opening the inspector's end-of-line test of particular designs such as wet systems with alarm check valves or valve.Allow time to compensate for system or control retard. dry pipe systems.They may also be used to provide a low pressure supervisory signal. They may be adjusted to operate on pressure CAUTION: Method 2 is not applicable for remote station service use, between 4 and 20 PSI(0,27 and 0,4 BAR). if there is an unsupervised shut-off valve between the alarm check valve and the PS1 OA. MOUNTING: Device should be mounted in upright position(threaded connection down). Requires NEMA type 4 conduit hub for outdoor WETSYSTEMWITH EXCESS PRESSURE: installations. Connect PS 1 OA into alarm port piping extending from alarm check valve. Retard provisions are not required. Insure that no unsupervised shut- TESTING:The operation of the pressure alarm switch should be tested off valves are present between the alarm check valve and the PS1 OA upon completion of installation and periodically thereafter in accordance TESTING:Accomplished by opening thewaterby-pass testvalve orthe with the applicable NFPA codes and standards and/or the authority inspector's end-of-line test valve.When using end-of-line test,allow having jurisdiction(manufacturer recommends quarterly or more fre- time for excess pressure to bleed off. quently). DRYSYSTEM: WETSYSTEM: METHOD 1:When using PS1 OA and control unitwith retard-connect Connect PS1 OA intoalarm portpiping that extends from the intermediate PS1 OA into alarm port piping on the input side of retard chamber and chamber of the alarm check valve. Install on the outlet side of the in-line electrically connect PS10A to control unit that provides a retard to check valve of the alarm port piping. Insure that no unsupervised shut- compensate for surges. Insure that no unsupervised shut-off valves off valves are present between the alarm check valve and the PS1 OA. are present between the alarm check valve and PS1 OA. TESTING:Accomplished by opening the water by-pass test valve. METHOD2: When using the PS 1 OA for local bell application orwith a CAUTION:The above tests may also activate any other circuit closer control that does not provide a retard feature-the PS1 OA must be or water motor gongs that are present on the system. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8810001-REV V PAGE 1 OF 2 MFG.#5400923-8/02 MODEL PS 10A (E) POTTER PRESSURE SWITCH The Symbol of Protection SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL NOTE: ToEAKA-E a I 1 L A Iltrt r O O �� ONN' TEF ON TAI E KLO I i 7 G IN EAJ ON TO d EA ANT 70 MA E WA E O j E OF IIIE DINT d EMENT MA'' I,E T IN 0 1 DIN W 01 TI, TION OF ro _ THE Al EI.T hE ANI o ofmom CAUTION: 1•NA I An uninsulated section of a single conductor should V-& not be looped around the terminal and serve as two W. NP - D LTD separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. TYPICAL SPRINKLER APPLICATIONS WET SYSTEM WET SYSTEM DRY SYSTEM WITH EXCESS PRESSURE WITHOUT EXCESS PRESSURE PSIOA P51DA �IOA Al.PRESSURE WATER SWITCH WATER MOTOR WATER//JJ�\ GONG MOTOR Y MOTOR GONG IIIu,Tl+—. GONG WET fiVS RETARD lIVS CHECK BVS SYSTEM WET DRY VALVE ALARM SYSTEM SYSTEM NMM ALARM VALVE CHECK RETARD CHECK VALVE VALVE WATER WATER .-.—.., WATER BY-PASS BY-PASS OS 8 Y VALVE BY-PASS OS k Y VALVE OV4 EY VALVE VALVE VALVE DWG.#923-2 CAUTION: Closing of any shutoff valves between the alarm check valve and the PS10A will render the PS10A inoperative.To comply with NFPA-72 any such valve shall be electrically supervised with a supervisory switch such as Potter Model BVS. TYPICAL ELECTRICAL CONNECTIONS FOR LOW PRESSURE SIGNAL '^�a'•�•a""""°"uaMw wr�a"�'>"�•"•• FOR WATERFLOW SIGNAL EWN TO RING A LOCAL BELL FOR WATERFLOW IOIR PRESSURE SWITCH M LLOri Np K NC TERMINATION POSITIVE DC OR HOT AC iNCREAS�NG�- TO FIRE ALARM PANEL NEGATIV DC DELL SYSTEM OR NEUTRAL AC PRESSURE TO FIRE ALARM PANEL �7 •77 DWG./D92A-] TYPICAL ORDERING INFORMATION WATERFLOW Model Description Stock INSTALLATION No COM. N.O. N.0 PS10-1A Pressure switch with one set SPDT contacts 1340101 SWITCH MMW"GS PS10-2A Pressure switch with two sets SPDT contacts 1340102 La,PRESSu RE Hex Key 5250062 5uPE" DECREASING Cover Tamper Switch Kit 0090134 SYSTEM PRC55uRE V E BVS 1/2" Ball Valve with tamper switch 1010150 COM. N.CL NC SWITCH MARKINGS APPLICATION WARNING! CONTACT POSITION Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, NHOPNRT WITH DEVICE waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating CONDITION device to discharge AFFF, deluge, or chemical suppression systems. DWG.19112-4 ENGINEER/ARCHITECT SPECIFICATIONS Pressure type waterflow switches shall be a Model PS10A as manufactured by Potter Electric Signal Co. of St. Louis, Mo and shall be installed on the sprinkler systems as shown on the drawings and/or specified herein. Switches shall be provided with a 1/2" NPT male pressure connection to be connected into the alarm check valve of a "wet"sprinkler system or into the intermediate chamber of a "dry" pipe system and shall be actuated by any flow of water to or in excess of the discharge from one sprinkler head. Switches shall have a maximum service pressure rating of 250 PSI (17,2 BAR) and shall be factory adjusted to operate on pressure increase at 6 t1 PSI (0,4 t0,06 BAR).There shall be one(1)or two(2)SPDT contacts rated at 15.0 Amps at 125/250VAC and 2.5 Amps at 30VDC The switch housing shall be weather proof and oil resistant. The cover shall incorporate tamper resistant screws. The unit shall be UL and CSFM Listed, FM and LPC Approved,and NYMEA Accepted. PRINTED IN USA MKT #8810001-REV V PAGE 2 OF 2 MFG #5400923-8/02 MODEL PS40A (E.) POTTER HIGH/LOW The Symbol of Protection PRESSURE SWITCHES MODEL PS40A PRESSURE SWITCH FOR MONITORING HIGH UL and CSFM Listed,FM and LPC Approved, AND/OR LOW PRESSURE VARIATIONS NYM EA Accepted,C E Marked Dimensions: 4 3/4" (12,1cm)W x 2 1/4" (5,7cm)D x 4 3/8" (11,1cm)H Enclosure: Cover-Die-cast with textured red powdercoat finish. Base - Plated Steel Pressure Connection: 1/2"NPT Male Factory Adjustment: PS40-1A: Operates on decrease at 30 PSI (2,1 BAR) PS40-2A: Operates on increase at 50 PSI(3,5 BAR),and on decrease at 30 PSI (2,1 BAR) P'� """""" Pressure Range: 10- 175 PSI (0,7-12,1 BAR) S: Lour Mecn„ YOM Mug"D. r�1 Maximum Differential: Approx.2 lbs.at20 PSI(0,14@1,4 BAR) ` Psao—1a 5 lbs. at 175 PSI (0,35@12,1 BAR) - Maximum System Pressure: 250 PSI (17,2 BAR) Switch Contacts: SPDT(Form C) 15.0 Amps at 125/250VAC, 2.5 Amps at 30VDC One set in PS40-lA, Two sets in PS40-2A - r Environmental Specifications: Indoor or outdoor use NEMA 4/IP55 Rated Enclosure - when used with proper conduit fittings Temperature range: -40°F to 140°F (-40°C to 60°C) (Not for use in hazardous locations) Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Tamper: Cover incorporates tamper resistant fasteners that PS40-IA Single Switch-Stock No. 1340401 require a special key for removal. One key is supplied with each PS40-2A Double Switch-Stock No. 1340402 device. For optional cover tamper switch kit, order Stock No. 0090134. The Potter PS40A Series are pressure actuated switches de- of any shutoff or check valve. signed primarily to detect a 10 PSI (.7 BAR) increase and/or decrease from normal system pressure in automatic fire sprin- Provision for testing the unit can be accomplished with the kler systems. installation of a Potter Bleeder Valve(Model BVL)in the line to the PS40A. Typical applications are air pressure supervision in dry pipe systems and pressure supervision of pressure tanks, air supply Testing: The operation of the pressure supervisory switch or water supply. should be tested upon completion of installation and periodically thereafter in accordance with the applicable NFPA codes and INSTALLATION AND TEST PROCEDURES standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Mounting: Device should be mounted in upright position(thread- ed connection down). CAUTION: Testing the PS40A may activate other system con- nected devices. Requires NEMA type 4 conduit hub for outdoor installations. Dry System: Connect PS40A in air supply line on the system side Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8810002-REV T PAGE 1 OF 2 MFG #5400924-8/02 . I MODEL PS40A (E) POTTER HIGH/LOW R The Symbol of Protection PRESSURE SWITCHES DIMENSIONS NOTE: Rc TO PREVENT LEAKAGE,APPLY TEFLON TAPE SEALANT TO MALE THREADS ONLY. I I I O a" O I WARNING: zTao ADJUSTMENT USE OF PIPE JOINT CEMENT MAY RESULT IN OBSTRUC- KNOBS TION OF APERTURE AND LOSS OF SIGNAL. FIELD ADJUSTMENTS: The operating point of the switch(or switches on the PS40-2A) can be adjusted to any point between 10 and 175 PSI (0,7 and 12,1 BAR) by turning the adjustment knob(s) clockwise to raise the actuation point, and counter-clockwise to lower the actuation point In the L case of the PS40-2A, the two switches operate completely independently of one another, and each switch may be 2.250 4.750 DWG #924-30 adjusted to actuate at any point the system requires. Final (5'74m) (12.1m) adjustment should be made with a pressure gauge. Typical Sprinkler Application -Dry System Pressure Switch Terminations PRESSURE N.C. N.C. Puw INCREASE COM. COM. _ N.O. N.O. AIR 4 PRESSURE SH OFF r- _ l DECREASE VALVE O � BLEEDER ALARMT. (`ll KCn k"YALVE PRESSURE(�! - y' wAIrF�L COM. N.O. N.C. COM. N.O. N.C. DWG. #926-3 waro" / PIPE cvlc uaa Bvs p '�� Typical Electrical Connections f �`!`;r� VALVE / Low AirOnly Low and High Air on the Same Zone WATER PS-40-Al PS-40-A2 DWG.#924-1 ITS a BY-PASS VALVETEST LOW AIR SWITCH VALVE HIGH AIR SWITCH i E«R LO"PA c NO COWLTO FIRE ALARM PANEL TO FIRE ALAWG #5924-1 NOTE: High switch changes with pressure increase Low switch changes with pressure decrease. Ordering Information Switch Terminal Connections Clamping Plate Terminal Model Description Stk.No. CAUTION: PS40-1A Pressure switch with one set SPDT contacts 1340401 00IN An uninsulated section of a single PS40-2A Pressure switch with two sets SPDT contacts 1340402 � rlr+ conductor should not be looped BVL Bleeder Valve 1000018 p around the terminal and serve as two Hex Key 5250062 separate connections. The wire must Cover Tamper Switch 0090134 .� be severed, thereby providing super- BVS 1/2" Ball Valve with tamper switch 1010150 o r-a� I vision of the connection in the event that the wire becomes dislodged from under the terminal. Engineer/Architect Specifications Air pressure supervisory switch shall be a Model PS40A as manufactured by Potter Electric Signal Co. of St Louis, Mo. and shall be installed on the sprinkler systems as shown on the drawings and/or as specified herein. Switches shall be provided with a 1/2" NPT male pressure connection to be connected into the air supply line on the system side of any shut-off valve. A Model BVL bleeder valve as supplied by Potter Electric Signal Co. of St. Louis, Mo. or equivalent shall be connected in line with the PS40A to provide a means of testing the operation of the supervisory switch (See DWG.#924-1) The switch unit shall contain SPDT(Form C)switch(es) One switch shall operate at a pressure decrease of 10 PSI (0,7 BAR)from normal. If two switches are provided, the second switch shall operate at a pressure increase of 10 PSI (0,7 BAR)from normal. Switch contacts shall be rated at 15 0 Amps at 125/250VAC and 2.5 Amps at 30VDC The units shall have a maximum pressure rating of 250 PSI (17,2 BAR)and shall be adjustable from 10 to 175 PSI(0,7 to 12,1 BAR). The switch housing shall be weatherproof and oil resistant. The cover shall incorporate tamper resistant screws. The unit shall be UL and CSFM Listed,FM and LPC Approved,and NYMEA Accepted. PRINTED IN USA MKT#8810002-REV PAGE 2 OF 2 MFG #5400924-8/02 R.illetin 351 Raw() W ® Model D 11able Dry Pipe Valve 4"(100mm) & 611(150mm) Features 1 . Differential Type...simple. . .light weight K construction. 2. Screwed in one piece air and water seat—eases maintenance. 3. Bronze seat with "O"-Ring seals— prevents corrosion and leakage. �. 4.Single hinge pin and latch design — no complicated levers. 5.Simple to reset—no special tools required. 6,Tapered air and water seats—induces hairline differential operation. 7. One piece rubber facing—provides more - reliable rubber-to-metal water seal. 8.Three connections styles available: • ANSI flanged inlet and outlet • ANSI flanged inlet and grooved outlet The Reliable Model D Dry Pipe Valve makes pos- g g sible the installation of automatic sprinkler sys- • Metric flanged inlet and outlet tems in buildings in which freezing temperatures prevail. This type of system, called a Dry Pipe Sys- tem, has air under pressure instead of water in the piping above the dry pipe valve. When one or Listings & Approvals more automatic sprinklers operate due to fire, the 1. Listed by Underwriters Laboratories, Inc. (UL) air pressure in the system is reduced — the dry 2. Listed by Underwriters Laboratories of Canada.(ULC) pipe valve opens and water under pressure flows 3. Certified by FM Approvals in the activated sprinkler(s)and is then distributed 4. Loss Prevention Council. (LPC, UK) on the fire. 5. NYC BS&A No. 587-75-SA. 6. Scientific Services Laboratories (SSL, Australia) The Reliable Automatic Sprinkler Co.,Inc., 525 North MacQuesten Parkway, Mount Vernon, New York, 10552 1 Operation The Reliable Model D Dry Pipe Valve in its closed When an automatic sprinkler operates, the result- and open positions is shown in Figures 1 and 2. ing air pressure decay is inversely proportional to The closed position is maintained as long as the air the size of the dry system — the larger the system, pressure in the system piping above the dry pipe the slower the air pressure decays which slows the valve is sufficient to exert a greater force on the top operation of the Dry Pipe Valve. NFPA 13, Installa- side of the clapper than is exerted on its underside tion of Sprinkler Systems, specifies that quick by the pressure of the water supply. Since the area opening devices may be required in dry systems included by the air seat is approximately six times having capacities of more than 500 gallons. that of the water seat(The Differential Principle)the Reliable's Model B1 Accelerator is an approved air pressure needed to keep the dry pipe valve quick opening device that is easily attached to Reli- closed is only a fraction of that of the water supply. able's Dry Pipe Valves. The accelerator is sensitive Table 1 gives the recommended air pressure for to small drops in system pressure and it's quick op- various water supply pressures for both sizes of eration allows the system air to pass through to the Model D Dry Pipe Valves. alarm outlet and the underside of the clapper. Here Table 1 the air pressure build-up, coupled with the pres- sure of the water supply, opens the dry pipe valve Water Pressure Air Pressure psi (bar) clapper permitting the water to flow instantly to the in Supply Line psi bar To be Pumped into S stem operated sprinkler(s). Maximum Not less than Not more than Reliable's Model 131 Accelerator is described in 20 1.38 10 0 6s 20 1 37 greater detail in Bulletins 320 and 322. 50 (3,44) 15 1 03 25 (1,72) 75 (5,17) 20 1 37 30 (2,06 Valve Description 100 (6,89) 25 1 72 35 2 41 1. Rated working pressure 175 psi (12.1 bar). 125 (8,62) 30 2 06 40 2 75 2. Factory hydrostatic test pressure:350 psi(24.1 bar). 150 10 34 35 2 41 45 3 10 3. End and trim connections: Three valve connec- 175 12,06 40 2 75 50 3 44 tion styles are available: a. US Standard Flanged Inlet and Outlet: • Flanges mate with ANSI B 16.1 (125 lb.) Flange. When one or more automatic sprinklers operate due to fire, the air pressure in the system piping U.S. Flan a Dimensions in Inches above the drypipe valve is reduced. The pressure Bolt Bolt Flange p p p Valve Circle Hole Outside Flange No. of the water supply, now by exerting the greater Size Dia. Dia. Dia. Thickness Bolts force, raises and rotates the clapper to its open po- 4" 712 34 9 1516 s sition, permitting the water to flow to the operated 6" 912 7 6 11 1 s sprinkler(s). Water also flows from the alarm outlet • Threaded openings per ANSI B 2.1. of the dry pipe valve through a strainer to the Reli- • Reliable's standard trim sets are compati- able Mechanical Sprinkler Alarm and Electric ble with US Flanged Valves. Alarm Switch to automatically actuate mechanical • Color— Black. b. US Standard Flanged Inlet and Grooved Out- and electrical alarms. let (Fig. 3): Reliable Model D Dry Pipe Valves can be reset • Inlet flange mates with ANSI B 16.1 quickly and easily without the use of special tools. (125 lb.)flange. • Outlet Groove per ANSI/AWWA C606. SYSTEM AIR PRESSURE AIR INLET •�.� 46 � ���•'<� _ _ � PRIMING_ PRIMING WATER LEVEL - -_ _-`\ WATER INLET CLAPPER ' WA/ER SEAT AIR SEAT DRAW __ e 1 _ _ _ _ _ _- AlARAI OUTLET SUPPLY WATER .xmm�i PRESSURE SUPPLY WATER PRESSURE Figure 1—Closed Figure 2—Open 2. U.S. Groove Dimensions in Inches Trim Description Valve Outlet Groove Groove Outlet Face The trimmings for Reliable Model D Dry Pipe Size Dia. Dia. Width to Groove Valves (Fig 4) are arranged for rapid, easy and 4"- 4.500 4.334 38 50 compact--attachment and serve as connection 6" 6.625 6.455 38 58 points to Reliable Alarm and other devices. They • Threaded opening per ANSI B 2.1. also serve as a means of setting and resetting the • Reliable's standard trim sets are compati- dry pipe valve prior to and after operation as well ble with US Flanged and Grooved Valves. • Color—Black. as allowing testing of the alarm devices without c. Metric Flanged Inlet and Outlet: causing the system to operate. • Flanges mate with EN 1092-2, The Model D Basic Trim Set is shown in Fig.4(The NF-E-29-282 and BS 4504 PN16 FlancgPs. electric sprinkler alarm switch is not part of the trim Metric Flan a Dimensions in Millimeters set and must be separately ordered.) This trim set Bolt Bolt Flange provides the air supply, drain, priming level and Valve Circle Hole Outside i Flange Number alarm connections. An alarm test valve, which al- size Dia. Dia. Dia. Thickness Bolts lows the alarm devices to be tested without operat- 100 180 18.3 229 23.8 8 ing the dry pipe valve, is included. The basic trim 150 241 22.2 279 25.4 8 set includes all items such as ball drip valves, Ares- • Threaded openings per ISO 7/1 Rp. sure gauges, etc which are needed to enable • Reliable's standard trim sets may.be used proper dry pipe valve operation. with Metric Valves providing trim Is assem- bled carefully and extra thread sealant is The basic trim set is available in either black or gal- applied to connections between valves vanized in one of three forms: loose, segmentally as- and trim. sembled trim or factory trimmed on the valve. • Color— Blue. Two additional trimming attachments are offered: 4. Face to Face Dimension: the priming chamber attachment and the fill line at- The 4" 100 mm Valve— 16" 406 mm tachment. The priming chamber attachment al- The 6" �150 ml Valve-191 482 mm lows the priming level to be maintained while the 5. Shipping Weight: system remains pressurized. The fill line attach- Valve Flanged Inlet Flanged Inlet ment provides a source of waterfor maintaining the Size and Outlet and Grooved prime level. Outlet The trimmings, connection, operation and main- 4" (100 mm) 120 lb. (54.5 kg) 1101b. (49.83 kg) tenance of the additional items which comprise a 6" (150 mm) 242 Ib. (109.5 kg) 228 Ib. (103.28 kg) dry pipe valve system, such as air maintenance de- vices, air compressors, accelerators, electric 6.Friction Loss Expressed in Equivalent Length of Pipe, alarm switches, mechanical sprinkler alarms, etc., based on Hazen-Williams formula with C = 120: are described in detail in the individual bulletins for Size Equiv. Len th these products. 4"(100 mm) 28ft (8.51 m) All valves are listed and approved by Under- writers Laboratories, Inc. and Factory Mutual 6" 150 mm 47ft 14.29 -1 Research Corp. only when used with the valve manufacturers trim sets. 7. Installation Position: Vertical 1 1998 AIR CONTROL VALVE R CONNECTION fOR. -—AIR RELIEF VALVE 4 INCH AUrOMARC SPRINKLER IN MODEL D IN P.P.V. ENL'L03URE PRlMIN,� WATER VALVE DRY PIPE VALVE LLICIRM A{ARAM H'd,sr/m >wr/t:rw LOCATKNv p �r TO VEC'HANICAL RELIABLE* AUTOMATIC sPRwxLER A ARnr SPRINKLER CO. MT.VEID+OM IRV/Y010; MODEL D. ,p*°gy�a LISTED MAIN DRAIN VALVE 706A INCH 4FMD n " »s►s T y A £LEC0&*AZW-SUMIASLL I ALACIN P1?LSa71F- SWlICH ++ L+AN 357FC043 \ LOCADON 175 PSI iaiPcssa 7E37 A1NQN TE3T VALVE S/N— d<CL DRIP VALVE 351 FIG3 Figure 3 Figure 4—Model D Dry Pipe Valve Model D Basic Trimming 3. . . I Ordering Information Specify • Valve Size: Either 4"(100 mm) or 6"(150 mrn). • Style of Trim - Loose Individual part trim or seg- When size is specified in mm, a metric valve mentally assembled trim or factory trimmed valve. per 3(c) will be supplied. • Additional Equipment—Air Maintenance De- • Inlet and Outlet Connection — Either vices, Air Compressors, Accelerators, Electric Flanged/Flanged or Flanged/Grooved. Sprinkler Alarm Switches and Mechanical • Trim - Basic Trim Sprinkler Alarms must be separately ordered. Priming Chamber Attachment Fill Line Attachment • Galvanized or Black Trim, Installation Measurement in Inches Valve A B C D E F G H I J 4" 100mm 16 61z 5 17 10 11 15 412 212 31, 6" 150mm 19 83B 65, 1858 1158 11 1578 412 — 312 Installation Dimensions of 4" (100mm) & 6" (150mm) sizes DP J I GQQpill APC Y�LYC AUf 6 A lvrrxacY m. HMO 4( ar wn ^� �2tD L1- i 175 psi I I d t G E ® F Hi D G —� 350DIM The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances,whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® Recycled iable 800.431.1588 Sales Office er 800.84848.6051 6051 Sales Fax Rel914.668.3470 Corporate Office Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address PG.Printed in U.S 1/03 P/N 9999970045 Bulletin 250 Rev.J R Models A-2, B-1 & B-2 - - - Automatic Pressure CD 0 Maintenance Devices Features 1. Eliminate manual system pressure main- tenance. 2. Prevent accidental dry pipe valve and dry pilot line deluge valve operation due to low air pressure. 3. Models suitable for dry nitrogen supply, or local tankless compressor. 4. Suitable for preaction system supervision. 5. May feed dual dry pipe valve systems. 250CVR-A2-B 6. Bypass valve incorporated for quick filling 251CVR-A2-8 system. 7. Shut-off valves permit servicing without Model A-2 shutting down sprinkler protection. 8. Easily adjusted pressure settings. Application Reliable pneumatic pressure maintenance devices are used to automatically maintain the correct pressure in dry pipe valve, or preaction systems, and in dry pilot lines for deluge systems. When installed in these sys- tems, they eliminate the need for manual filling to over- come small leaks or temperature changes. Reliable pressure maintenance devices do not interfere with the prompt operation of dry pipe valves and deluge valves including when used with quick opening devices. 25 251CVR B�-B CVR_B!-B Listings and Approvals Model B-1 Models A-2 and B-1: 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters'Laboratories of Canada.(ULC) 3. Certified by FM Approvals. 4. NYC MEA 258-93-E. o Models B-2 1. Listed by Underwriters Laboratories Inc.and UL certified for Canada(cULus) 2. Certified by FM Approvals. 3. NYC MEA 258-93-E (pending). 250CVR_B2-8 251CVR-W-6 �2 Model B-2 The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway, Mount Vernon,New York10552 Operation Strolner Model A-2 Shutoff Regu/otor The Model A-2 Device is designed for use where a Valve Check valve source of compressed gas is available,such as nitrogen / cylinders, a plant compressed air system or a tank t —Pneu a mounted air compressor with a pressure control switch. Pneumatic p p From Shutoff Pressure Gouge The pressure of the compressed gas is reduced by the Existing Plant valve Connection regulator to the level required by the dry pipe, deluge or air Supply I preaction system. The Reliable automatic pressure or Nitrogen + maintenance device will maintain a constant pressure in Regulating Device / the system regardless of pressure fluctuations in the Bypass compressed gas source. valve To The strainer prevents any foreign matter in the gas System from traveling to the regulator and check valve and inter- fering with their normal operation. The check valve pre- 250FG01 a vents reverse flow so that water cannot reach the 707PG34 regulators after the dry pipe or deluge valve operates. Model A-2 The shutoff valves permit the servicing of the strainer and regulator without shutting down the sprinkler sys- MODELB-2 tem. The bypass valve permits the rapid restoration of p the required system pressure after service or operation. The bypass valve must be closed and the shutoff valves f �'�open for proper automatic operation. �o �� —�Z� �v,fh Face to Face Dimensions: 11'/4" (286mm) st,uio°.�' _ Meader v°l e Pressure Rating: i �R�gf.:nlo.r Adjustable Range:5psi-to-50 psi(0,3 bar-to-3,4 bar) shutoff Maximum Inlet Pressure: 175 psi (12 bar) v°lve Check v°'vz Note:1 bar=100 kPa t _opfionol �vojvO l Models B-1 and B-2 �r°n, f M A, Pass°,e Inn kless Compressor `. 1 C°nnecfinn The Models B-1 and B-2 Devices are designed for use in conjunction with Reliable Model A or Model B tankless Byes'' air compressors which do not have a pressure control °fV` f° switch to maintain the correct pressure in a dry pipe or 250FG02B 5ys`em deluge valve system. By wiring the compressor motor to 151G021) the electrical pressure switch of the Reliable Model B-1 Model B-1 and B-2 or B-2 Automatic Pressure Maintenance Device, the Electrical Rating compressor is controlled by the selected pressure in the 115-230 Volts DC; 3 HP (B-1) dry pipe or deluge valve system. 1/2 HP (B-2) A drop in the air pressure closes the pressure switch, activating the compressor. When the air pressure is re- Single Phase Three Phase stored to the pre-adjusted setting, the pressure switch 120 Volts AC; 2 HP 120 Volts AC; 3HP opens, stopping the compressor. The electrical pres- sure switch is equipped with an unloader valve which 240 Volts AC; 3 HP 240 Volts AC; 5 Hp automatically bleeds off the compressor outlet pressure 600 Volts AC; 5 HP 600 Volts AC; 5 HP B-1 (through the copper tubing) each time the pressure 1 HP �B-2� switch opens. This protects the compressor motor from overload at the next startup. Model 13-1: Pressure Rating Like the Model A-2 Device,the Model B-1 or B-2 has a Adjustable Range: 14psi-to-60 psi(1,0 bar-to -4,1 bar) strainer for contamination control and a check valve to prevent reverse water flow. The bypass valve and shut- Maximum Inlet Pressure: 175 psi (12 bar) off valves are identical in configuration and function as with the Model A-2 Device. Likewise, the bypass valve Model B-2: Pressure Rating must be closed and the shutoff valves open for proper automatic operation. Adjustable Range:3psi-to-35 psi(0,2 bar-to- 2,4 bar) Face to Face Dimensions: 9'/4" (235mm) Maximum Inlet Pressure: 175 psi (12 bar) Note: 1 bar=100 kPa The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured b — The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Be, ' (800)431-1588 Sales Offices Paper (800)848-6051 Sales Fax abild (914)668-3470 Corporate Offices Revision lines indicate updated or new data http://w .reliablesprinkler.com Internet Address EG Printed USA 1/03 P/N9999970039 Bulletin 807 Rev.E Model G CD � C CD 23334 & 6 73 co R 1161ble (65mm, 80mm, Xj 100mm, 150mm) Swing Check Valves m TM The Right-Check Features 1 . Grooved end connections. j 2. Compact, lightweight design. LIy�F� 3. Non—slamming, spring loaded clap- M FW • ' per to minimize water hammer. 4. Approved for horizontal and vertical installation. 5. Streamlined body design provides - very low friction loss. Figure 1 6. Elastomer faced clapper provides 3. Friction loss, expressed in equivalent length of leak—free, non—sticking sealing. Sch. 40 pipe with C = 120 (based on Hazen and Williams formula): General 21/2 -7 ft. (65mm-231 cm) Reliable Model G Swing Check Valves are multiple 3 - 7 ft. (80mm - 213cm) purpose valves performing regular check valve 4 - 10 ft. (100mm-305cm) duties with very low friction loss. All four sizes are 6 - 16 ft. (150mm - 488cm) approved for use in fire protection systems. Typical 4. Standard grooved end dimensions per ANSI/AWWA applications include connections between public C606. water supplies and private fire systems, at the Pressure irop vs. Flow Rate discharge from fire pumps, at gravity tank MULE C SW,q C,,eo, VC yes connections and at fire department pumper connections. The 4 (80mm) Model G Check Valve is provided with a'/2 NPT(197/2) supply side connection (Item 12, 2,0 (0,1 FF FF oFF of Fig.2). This supply side connection is optional for all other valve sizes and must be specified. 1.0 10,07) Grooved end connections provide fast and easy N installation using listed or approved mechanical grooved couplings. Rigid style grooved couplings a0.5 w'0 35100 500 1000 2000 3D00 can be used for positive clamping to resist flexural (378) (3785) (7,570)(11,310) and torsional loads. Flow Rate, gpm (L/min) Right-CheckTM valves and associated equipment echnicall ID should periodically be given a thorough inspection Face—to—Face and test. NFPA 25 provides minimum maintenance Valve Size Dimensions Shipping weight requirements. Check valves should be inspected and 2'12 (65mm) 7.03 (178mm) 9 lbs.(4kg) operated at least annually. Parts should be replaced 3 (80mm) 7.62 (193mm) 11 lbs.(5kg) as required. When Model G Swing Check Valves are installed 4 (100mm) 8.44(214mm) 17 lbs.(7.7kg) vertically, the direction of the flow arrow must point 6 (150mm) 10.25(260mm) 38 lbs.(17.25kg) upward. For horizontal installations, the hinge pin Approvals must be located at the top. 1. Listed by Underwriters Laboratories, Inc. Valve Description 2. Underwriters Laboratories certified for Canada. 1. Rated working pressure 250 psi (17,25 bar). 3. Approved by Factory Mutual Research Corp.* 2. Factory hydrostatic test pressure 500 psi (34,5 bar). 4. NYC MEA 258-93-E. Note: 1 bar-100 kPa FM Approved both a"Single"check valve and "Anti-Water Hammer" check valve. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway, Mount Vernon, New York10552 Parts List - Refer to Figure 2 Item part Name Material Quantity Part Number No. 2"(65mm) 3 (80mm) 4 (100mm) 6 (150mm) 1* Valve Body Gray Iron ASTM-A48 Class 30A 1 91005022 91005023 91005024 91005026 2* Seat Bronze C83600 orC93200 ASTM-B505 1 96020200 96020300 96020400 96020600 3 Clapper Stainless Steel 304 ASTM-A240 1 91816112 91816113 91816114 91816116 4 Facina Seal** EPDM Rubber 1 95520200 95520300 95520400 95520600 5 Clamping Ring Stainless Steel 304 ASTM-A240 1 95290300 95290300 95290400 95290600 6 Gasket** EPDM Rubber 1 93720302 93720302 93720604 93720604 7 Spring Stainless Steel 302 ASTM-A313 1 96400300 96400300 96400400 96400600 8 Hinge Pin Stainless Steel 303 ASTM-A582 1 95000280 95000300 95006824 95000600 9 Bolt Stainless Steel 304 ASTM-F593 1 91090300 91090300 91090400 91090600 10 Locknut** Stainless Steel 303 ASTM-F594 1 94911420 94911420 94913816 94913816 11 Plug, 1A NPT Steel 1 95201800 95201800 95201800 95201800 12 Plug, 12 NPT Steel 1 Optional Optional 98604402 Optional **Replacement Seal Kit 1 6888040025 6888040030 6888040040 6888040060 *Not field replaceable. Valve Disassembly 1. Close the main water supply valve and drain the L system. 2. Remove the check valve from the piping system. r 7 3. Inspect the Seat (2) for any cuts, scrapes and dents. Replace the valve if any damage is found. 4. To replace the Facing Seal(4), remove the Clapper (3), unscrew the Locknut (10) and remove the Retention Bolt (9). Valve Reassembly 1. Thoroughly clean the Clapper (3). Insert the Retention Bolt (9)with a new Gasket(6). - 2. Place the new Facing Seal (4) and the Clamping Ring (5) against the Clapper (3). Tighten the new Locknut (10) to 21 in.-Ibs. (2.37N•m) torque in 21/2 F (63mm) and 3 (76mm) sizes and to 52 in.-Ibs. r (5.87N-m) in 4 (101mm) and 6 (152mm) sizes. I �a 3. Insert the clapper assembly into the valve through the downstream opening. Reinsert the Hinge Pin(8) s r while holding the coils of the properly oriented s 3 Spring (7) in place. Install the hinge pin Plug (11). Figure 2 4. Reinstall the check valve in the system. 5. Place the system back in service. Ordering Information Specify 1. Model G Right—CheckTM Valve. 2, Size. 3. 1/2 NPT(R1/2) optional supply side connection for valve sizes other than 4 (100mm). Contact the installing contractor or Reliable if any difficulties are experienced.Should replacement parts be needed,use only genuine Reliable parts. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Paper (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data. labld (914)668-3470 Corporate Offices Kill www reliablesprinkler com Internet Address EG Printed in U.S A 05/01 PIN9999970071 ---Bulletin 110-Rev.R- Model G R Automatic Sprinklers Spray Upright, R 110bi Spray Pendent o And Conventional jD Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of ,��� construction. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. When the fusible alloy melts, the ball moves into the cylinder allowing the cylinder to fall away from the i sprinkler. When this happens, the lever is released to spring free from the sprinkler so that all of the operating �esto parts clear from the waterway allowing the deflector to distribute the discharging water. Except for the parts in the cylinder as mentioned above, the sprinkler components are made from Upright Pendent copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers are available for decorative purposes. All sprinklers are individually hydrostatically tested. All sprinklers are identified as to their fusing point by markings that appear on several of the operating parts and by an identifying color that appears on the frame. Sprinkler Types Standard Upright - This deflector configuration is Small Orifice Upright Conventional normally used with exposed piping installations.Water is distributed laterally and downward in a wide pattern approximating a hemisphere which is completely and uniformly filled with water in the form of small drops or Conventional—This deflector configuration is used pri- spray. At a sprinkler height of 10 feet (3m), a circular marily in those countries where the LPC installation rules area of approximately 20 feet (6.1 m) in diameter is have precedence.The sprinkler is designed to distribute covered by the water discharged at the minimum a portion of its water discharge upward against the ceil- pressure. ing with the balance downward. It may be installed in ei- ther the upright or the pendent position. Sprinklers with Standard Pendent - This deflector configuration is conventional deflectors are available with orifice sizes normally used where the space above the piping is not corresponding to light, ordinary and extra-high hazard adequate or where a concealed piping installation is installations. employed. The discharge characteristics of the standard pendent are virtually identical to the Application and Installation standard upright as described above. Standard sprinklers are used in fixed fire protection systems: Large and Small Orifice—B varying the orifice Wet,Dry,Deluge or Preaction.Care must be exercised that the g Y Y 9 orifice sizes,temperature ratings,deflector styles and sprinkler size, a large or small orifice sprinkler is created that spacings are in accordance with the latest published stan- will distribute as much as 40%more water or 65%less dards of the National Fire Protection Association orthe approv- water than the normal '/" (15mm) orifice sprinkler. ing authority having jurisdiction. These sprinklers are identified by the orifice size that The sprinklers must be installed with the Reliable Model D is stamped in the base of the sprinkler and by the Sprinkler Wrench.Any other type of wrench may damage the pintle that extends from the deflector-the exception is sprinkler. the large orifice sprinkler with the 3/4" NPT (R3/4) inlet The approvals or listings of Reliable Automatic Sprinklers by thread where the size of the inlet is sufficient to major approving organizations are shown in the tabulated list classify this sprinkler as one having a larger than provided on the back of this bulletin. standard orifice. *Patent No.4,440,234 The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon, New York 10552 Technical Data "K"Factor Sprinkler Identification Sprinkler Number(SIN) Sprinkler Type US Metric Height Approvals SSU SSP Standard-Upright(SSU)and Pendent(SSP) Deflectors Marked to Indicate Position '2"(15 mm)Standard Orifice with 12"NPT(R'2)Thread 5.62 81.0 2'e' (73 mm) 1,2,3,4,5,6,7 R1025 R1015 716"(11 mm)Small Orifice with 12'NPT(R'2)Thread 4.24 61.0 27e" (73 mm) 1,3,7 R1023 R1D13 38'(10 mm)Small Orifice with 12"NPT(R'2)Thread 2.82 40.6 27e' (73 mm) 1,2,3,7 R1021 R1011 5,s'(8 mm)Small Orifice with 12"NPT(R'2)Thread 1.98 28.5 2 781 (73 mm) 1,3,7 R1022 R1012 1732"(20 mm)Large Orifice with '2"NPT(R'2)Thread 7.96 114.7 2'8 (73 mm) 1,2,3,7 R1026 R1016 1732"(20 mm)Large Orifice with 34"NPT(R34)Thread 8.20 118.2 215,s (75 mm) 1,2,3,7 R1027 R1017 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 mm 4,5,6 R1027 R1017 10 mm XLH with 10 mm Thread 4.10 591 73 mm 4 5 6 R1024 R1014 Conventional—Installed in Upright or Pendent Position 10mm XLH with 10mm Thread 4.10 59.1 73 mm 5 R1074 15mm Standard Orifice with(R'2) Thread 5.62 81.0 73 mm 4,5,6 R1075 20mm XHH with(R34)Thread 8.20 118.2 75.4 mm 4,5 R1077 I Tem erature atin s Maintenance Maximum Model G Sprinklers should be inspected quarterly and the Sprinkler Ambient sprinkler system maintained in accordance with NFPA 25. Do Rating Temperature Frame(1) not clean sprinklers with soap and water,ammonia or any other Classification OF I °C OF I °C color cleaning fluids. Remove any sprinkler that has been painted Ordinary 135 57 100 38 Black (other than factory applied)or damaged in any way.A stock of Ordinary 165 74 100 38 Uncolored spare sprinklers should be maintained to allow quick replace- Intermediate 212 100 150 66 White ment of damaged or operated sprinklers. Prior to installation, High 286 141 225 107 1 Blue sprinklers should be maintained in the original cartons and (1)Frame color does not apply to painted or plated sprinklers-Use packaging until used to minimize the potential for damage to sprinkler rating as identified on operating parts. Sprinklers that would cause improper operation or non-operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation.Any other type of wrench may damage the sprinkler. Finishes(1) Standard Finishes Approval Organizations Bronze —All Temperature Ratings 1. Underwriters Laboratories, Inc. Chro e —All Temperature Ratings 2. Factory Mutual Research Corporation White —All—AII Temperature Ratings 3. Underwriters' Laboratories of Canada Only Frame and Deflector are Painted 4. Loss Prevention Council S lei Application Finishes 5. Pleniere Assemblee 6. Verband der Schadenversicherer eV Bright Brass Plated —Only frame,deflector and cap are plated. 1350F(57C), 1650F 7. N.Y.C. BS&A No. 587-75—SA (74°C),212°F(100"C)Temp.Rating. 8. N.Y.C. MEA 258-93-E Black Plated —Only frame,deflector and cap are plated.All Temp.Ratings. Polyester Coated(2) —Only frame and deflector are coated. Lead Plated —1650F(74°C),212°F(100°C)and 2860F(141°C)Temp. Ratings. Ordering Information Wax-Coated(3) —165°F(74°C)Clear Wax,212OF(1o0°C) Brown Wax. Specify Wax-Coated Over 1. Model G Lead Plated(3) —165°F(74°C)Clear Wax,212°F(100°C) Brown Wax. 2. Deflector • Upright (�) Other colors and finishes are available.Consult factory for details. •Pendent (2) UL listed and NYC MEA Approved only. •Conventional (3) 212OF(100°C)brown wax may be used on 286°F(141°C) 3. Nominal Orifice sprinklers when maximum ambient temperatures do not exceed 150°F 4. Inlet Thread (660C).UL Listed, FM Approved,NYC MEA 258-93-E. 5. Temperature Rating 6. Finish The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. HIM11a (800)431-6051 Sales Offices ItPaperbild MEled (800)848=6051 Sales Fax PO�Bf (914)668 3470 Corporate Offices Revision Imes Indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A. 4/03 P/N9999970005 OO . . .• ciblividoWIBC■ 00 Fig. 909 - No-Thread Swivel Sway Brace Attachment QC® Size Range— 1" bracing pipe. For brace pipe sizes larger than 1 Component of State of California OSHPD Approved use TOLCO Fig. 980. Seismic Restraints System Material —Carbon Steel, hardened cone point engaging screw Function —The structural component of a sway and seismic bracing system. r Features—This product's design incorporates a concentric attach- ment opening which is critical to the performance of structural seismic \r connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates olParly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. All stccl construction eliminates deficiencies associated with malleable type attachments. Fastener A can be mounted to all surface angles. \.` \�y ,� B�, Application Note—The Fig. 909 is used in conjunction with the TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined } together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restraint Manual. Installation— Extend bracing pipe through opening. Tighten cone " point engaging screw until head bottoms out. C Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note—Available in Electro-Galvanized and HDG finish. Order By— Figure number, pipe size and finish. Important Note—The Fig. 909 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance the UL Listing requires that the Fig. 909 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions •Weights Max. Design. Max. Design Load Approx. Pipe Size A B Load Lbs. Lbs.w1asher wt./100 1 6 1'/e 17/32 2015 2765 91 * Available with hole sizes to accommodate up to 3/4"fastener. Consult Factory. Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92979•Ph: 909.737.5599•Fax: 909.737.0330 Customer Service•800.7B6.5266 www.tolco.com ® TOLCO NIBCO Fig. 1001 Sway Brace Attachment APPLICATIONS • The pipe attachment i component of a lateral sway brace assembly J • Can also be used as a component of a 4-way, top of riser, sway brace el'" � assembly r. • Unique design allows for r fast and easier installation ' • 2015 lb. Maximum Horizontal Design Load =_ with 1" brace pipe • FIG. 1001 2765 lb. Maximum Horizontal Design Load with 1'/," brace pipe • Can be used to brace schedule 7 through 40 pipe ` • Cannot be over tightened which could damage thin- wall pipe • Visual verification of proper installation torque • Underwriter's Laboratories Listed in USA (UL) and Canada (cUL) • Approved by State of California, Office of Statewide Health Planning and Development(OSHPD) F1001-0803©2003.NIPCO INC, mm.tolco.com Printed In USA ICY • ■ Fig. 1001 -Say Brace Attachment Q Size Range— Pipe size to be braced: 2112"thru 8" IPS.* Pipe size used for Component of State of 0SF`D Approved bracing: 1" and 1114" Schedule 40 IPS. SeomicRestrainntsSy s stem Material—Carbon Steel Function— For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCOI 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features— *Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unneressary. Ilnirlim. design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note —Position Fig. 1001 over the pipe to be braced and Maximum Design Load tighten two hex head cone point set bolts until heads bottom out, A mini- Sch -1600 lbs. mum of 1" pipe extension is recommended. Sch 10 & 40 1'Brace Pipe-215 lbs. ' Approvals— Underwriters Laboratories Listed in the USA (LIL)and Sch 10 & 40 1 4'8race Pipe-85 lbs. Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish— Plain Note—Available in Electro-Galvanized and HDG finish. Order By— Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note—The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance,the UL Listing requires that the Fig.1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig.907 4-Way Longitudinal Brace Attachment. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS Q-. Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 951,737.5599•fax: 951.737,0330 Customer Service•800.786,5266 www.folco.com QDTOLCO- WWW.tolco'co ■ 5/24/2001 Fig. 4A - Pipe Clamp for Sway BracingQ�Q Size Range—4" thru 8" pipe. For sizes smaller than 4" use TOLCOT"^ Fig. 4. Material — Carbon Steel Component of State of California OSHPD Approved Function — For bracing pipe against sway and seismic disturbance. Seismic Restraints System Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada B " (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the ' State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems �^ r Guidelines. ! Installation Instructions— Install Fig. 4A Pipe Clamp on pipe to be braced. Attach Sway-Brace Fitting to 1/2" Clamp blt (Sway-Brace Fitting to be on out- �'� j ` A side ears of clamp). Tighten securely. (min.torque requirement—50 ft. lbs.) !i Sway Brace Assemblies are intended to be installed in accordance with NFPA r� f 13 and the Manufacturers Installation Instructions. Finish — Plain Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By— Figure number, pipe size and finish I . Q o , 0 Fig. 4A - Longitudinal Brace Fig. 4A - Brace Dimensions •Weights Pipe Max. Horizontal Approx. Sizes A B c D Bolt Size Design Load Wt./100 4 81h 9/16 33/" 3"/,s 112 2015 221 5 93/4 9/16 Th 43/6 1/2 2015 253 6 11'/2 5/8 5 51/8 1/2 2015 513 8 13'/4 3/4 61'/," 61/a 112 2015 601 Office/Manufacturing Facility•1375 Sampson Ave,•Corona,CA 92879•Ph: 909,737.5599•Far.: 909,737.0330 Customer Service•800.786.5266 www.tolco.com 51rillomiy -rfjpf sjs.s�i)�s Base Plate Mounted ■ Directional air shroud for reduced pump temperatures Standard Features ■Totally enclosed heavy-duty belt guard w Heavy-duty single stage cast iron compressor pump ■ Powder coated, extra heavy steel base plate Made in Somerset, PA USA ■ Large canister intake filter with replaceable filter elements Splash lubricated ■ Magnetic starter is included on all 5HP and larger units Belt driven with a large flywheel for extra cooling and easier start-up ■ Industrial/Commercial grade UL Listed electric motor Each unit is filled with Jenny Synthetic Blue Compressor Pump Oil • Thermal overload motor protection Base Mounted System Size Optional Maximum Gallons Auto F12S-30S in system to be pumped to 40 PSI Pulp CFNi det'd Control in 30 Minutes Model Pump HP Poorer Supply RPM 40 PSI Group 220 F13S-BS 1/3 670 2.9 290 F12S-BS F 1/2 950 3.8 ACGF 350 F34S-BS 3/4 115 Volt 1200 4.4 425 K34S-BS K (through 2 HP) 520 5.3 ACGK 480 F1 S-BS F or 230 Volt 1430 6.0 ACGF 1 1 Phase 600 K1 S-BS 790 7.4 885 K15S-BS K 1-1/2 1140 10.9 ACGK 985 K2S-BS 208, 230, 1280 12.4 1,- 2 460 or 1215 G2S-BS 575 Volt 630 15.1 1775 G3S-BS G 3 3 Phase 950 I 21.8 ACED 1950 GC5S-BS 5 1030 I 24.2 ACGJ c 2115 J5S-BS J 830 26.0 Tank Mounted/30 Gallon 220 F13S-30UMS 1/3 670 2.9 290 F12S-30UMS F 1/2 950 3.8 350 F34S-30UMS 115 Volt 1200 4.4 425 K34S-30UMS K 3/4 (through 2 HP) 520 5.3 230 Volt GC5S-30S 480 F1S-30UMS F 1 1430 6.0 1 Phase 600 K1S-30UMS 790 7.4 885 K15S-30UMS K 1-1/2 1140 10.9 46 or 985 K2S-30UMS 2 1280 12.4 575 Volt 1215 G2S-30UMS G 2 0 630 15.1 1775 G3S-30UMS 3 3 Phase 950 21.8 1950 GC5S-30UMS GC 5 1030 24.2 2115 J5S-30UMS J 830 26.0 Tank Mounted Additional Standard Features Options ■ Tanks are powder coated and ASME certified ASME National Board tank ■ Protectively mounted fittings Magnetic starter K15S-30S ■ Manual tank drain(s) 17 gallon tank g Vertical tank ■ Large canister intake filter with replaceable filter elements Low oil level switch rL Oil sight glass ■ Special unloading valves to assist in motor starting ■Tank gauge Automatic tank drain rL Air line filter ■ Pressure relief safety valve Aftercooler Dryer ■ Auto Start/Stop control with pressure unloader set at 25-40 PSI Control Group Bulletin 157 Rev.E Model F3QR Quick Response 1 Dry Sprinklers Features m 1 . The Model F30R sprinkler utilizes Belleville Spring e Closure Technology. Reliable is the first in the industry to produce a Quick Response Dry '• �'' It I Concealed sprinkler utilizing this technology. 2. Styles available Pendent .�_; • Recessed Pendent • Concealed • Horizontal Sidewall • Recessed Horizontal Sidewall w'"? ''• 3. 11/2'(38mm) escutcheon adjustment on pendent Concealed sprinkler. _ t 4. 1/2' (13mm) escutcheon adjustment on recessed sprinkler with push-on/ thread-off FP Model Escutcheon ring. 5. 3," (9.5mm) cover plate adjustment on concealed T sprinkler with push-on/thread-off CCP Cover Plate. . 6. Attractive appearance. Employs 3mm frangible - glass bulb and galvanized nipple. 7. Lengths available to accommodate installation dimensions from 2'-to-48"(51 mm-to-1219mm), in '/4' (6mm) increments. Recessed Pendent 8. Available in a variety of plated and painted finishes. U.S. Patent Numbers 5,775,431 and 5,967,240. Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada cULus_ Style Response Sprinkler Hazard ' ■ Ir System Type, Pendent Recessed Pendent CCP Concealed Wet Pipe R5714 Quick pry pipe ,L,,i�1, Pendent Horizontal Sidewall Al Preaction O""' �y Recessed Horizontal Sidewall R5734) ` 2. Certified by FM Approvals Style Response Sprinkler Hazard gy*mWet Pi U M ry Pendent Pe' Ord a , it' (R5714) Quick Singgle Interlock Grow_ Preaction Horizontal Sidewall Wet Pipe; (R5734) Quick Single Interlock Light Preaction 3. NYC MEA 258-93-E Horizontal Sidewall The Reliable Automatic Sprinkler Co.,Inc., 525 North MacQuesten Parkway,Mount Vernon, New York 10552 Model F3QR Dry Pendent Sprinkler -A"Dim. 2"to 48"(51 mm to 1219mm)in 1/4"(6mm)increments Finishes") inlet Protrusion Elevated Above inside Pipe Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated White Paintedj2' White "Other finishes and colors are available on special order. system Tee Consult factory for details. ("White painted sprinklers will have chrome plated cans. z 1/e" Di7a. I 1" NPr H "A" Di t5,in'r'mf, mension po Ceanq Adjustment Range I Standard Temperature Ratings +1/4 [46.4mm] 1 43/64"Dia. 1mm] [3e.z" -1 1/4" [-31.8mm] [42.5mm] , ,/ i _ Tut/ [38.inent Sprinkler sprinkler Gnn—� ceilio3 1 1/4" [31.9mm] Bulb Max 1�-- ' IFFlsn��]Cassficabon Rating AmbientT Color �u Escutcheon—•.�`f�l,• i Adjustment Ordinary 135-F (57aC) 100°F (38oC) Orange Ordinary 155°F (68oC) 100°F (38°C) Red Intermediate 200°F (93oC) 150-F (66°C) Green Hiqh 286-F 141°C 225'F 107 C Blue Nominol Position_. t41.3mm] of Escutcheon 1/4"[6.4mm] Prot'.6— 3" Dia. [762mm] r9Yfcor-c Sprinkler Guard: Model C-2 Sprinkler Installation Wrench Note: The sprinkler Can protrudes'A"when escutcheon is Model G3 Sprinkler Wrench in nominal position. Escutcheon adjustment pro- Sprinkler Identification Number (SIN): R5714 vides+'/"(+6mm)to -11/f'(-32mm)"A"dililellsioil adjustment range. Model F3QR Dry Recessed Pendent Sprinkler "A"Dim, 3'rh'fio48(89rrrn to1219rrm)it'/e(Cxrtml increments Inlet Protrusion Elevoted G_-_1 - ---- -- Finishes") Above Inside Pipe t~ :-art_ y� Sprinkler Escutcheon .Y'c=_=k5� Bronze Brass �. System Tee Chrome Plated Chrome Plated y White Pa I White Other finishes and colors are available on special order. Consult 2 1/2" Dio. 1" NPr factory for details.Cup remains unfinished.Only the escutcheon [63.50mm) 7 will contain desired finish. "A" Dimension Hole in Ceiling Adjustment Range f 1/4" 2 19/64" Dio. Standard Temperature Ratings [t6.35mm] [58.34mm] Sprinkler Nominal Position Sprinkler Temperature Max. Bulb Classification Rating Ambient Temp. Color of Escutcheon Cup Assembly Ordinary 135°F (57°C) 100-F (38oC) Orange !—••--- Escutcheon Ordinary 155-F (68oC) 100°F (38oC) Red tfing t _ Intermediate 200-F (93°C) 150-F (66aC) Green High* 286-F (141 aC) 225°F 107 C Blue 1/4" [6.35mm] scutcheon Adjustment l 1/4" [6.35mm] I 3 7/32" Dic. "Listed and Certified only by cULus Escutcheon Adjustrnenl 181.76mml 1/2" [12.7m'I Total Adjustment 157FG02-C Sprinkler Installation Wrench Model G3 R/C Sprinkler Wrench Note: Do not install the Model F3QR Dry Pendent Recessed Sprinkler in ceilings which have positive Sprinkler Identification Number (SIN): R5714 pressure in the space above. 2. 1 Model F3QR Dry Pendent Concealed Sprinkler "A"Dim. 3.,"to 48"(89mm to 1219mm)in 1/4"(6mm) increments Intel Protrusion Elevated (2) Above Inside Pipe CCP Cover Plate(1) Finish es Standard Finishes Special Application Finishes Chrome Plated Bright Brass Plated White Black Plated Black Paint r � � System Tee Off White Satin Chrome Utilizes the '2'cover plate with 3g total adjustment. 1 NPT Other finishes and colors are available on special order. Consult factory for details. 2 1/2" Die. 16.35ri "A" Dimension Hii in Cal Standard Tem erature Ratings Adjustment Range 2 19/64" Dia. ' 3 3/16' Sprinkler [t4.76mm] [58.34mm] Temperature Cover Plate Max. ' Classification RatingTem Rating Ambient Tem . Nominal Position I Sprinkler Ordinary 135°F (57°C) 135°F (57°C) 100°F (38°C) of coverp ate Cup Assembly Ordinary 155°F (68°C) 135°F (57°C) 100°F (38°C) eaverplate Intermediate 200°F (93°C) 165°F (74°C) 150°F (66°C) } Csfng t Assembly Hi h" 286°F 141°C 165°F 74°C 150°F 66°C — Ceiling i 3/16" [4,76mm] caverplote AdjustmentListed and Certified only by cULus. Note: Do not install the Model F30R Dry Pendent Sprinkler Installation Wrench: Concealed Sprinkler in ceilings which have Model G3 R/C Sprinkler Wrench positive pressure in the space above. Sprinkler Identification Number (SIN): R5714 Model F3QR Dry Horizontal Sidewall Sprinkler "A"Dim. I Z'to 48"(51 mm to 1219mm)in 1/4"(6mm) increments Finishes('i Tot l AdW �'' __ Sprinkler Escutcheon I— r Ceiling — 4 Bronze Brass 4" [101.60mmt Mtn. Chrome Plated Chrome Plated ^] ^� 12" [304.80mm] V- White Painted"' White 1 V+' n Adj mm] Escutcheon Adjustment 1/4"(6.39mm] Other finishes and colors are available on special order. system Tee Escutcheon Aajuelmenl Consult factory for details. 1" NPl z' White painted sprinklers will have chrome plated can. 1 �:� �' z 3/32 _ INN���� IL✓ I� J'" Standard Temperature Ratings [76.20mm] Sprinkler ''--�� _ Temperature Max. Bulb 2 1/8" Die. j Classification Ratini Ambient Tem . Color [53.98mm] i in Wall t•" 1/4" [6.35mm] Ordinary 135°F (57°C) 100°F (38°C) Orange Protrusion Ordinary 155°F (68°C) 100°F (38°C) Red Sprinkler can Intermediate 200°F (93°C) 150°F (66°C) Green "A" Dimensian Nornlnal Position Adjustment High 286°F 141°C 225°F 107°C Blue Range + 1/4" [+6.35mm] of Escutcheon Sprinkler Installation Wrench: Note: The sprinkler Can protrudes'/4"when escutcheon is in nominal position. Escutcheon adjustment pro- Model G3 Sprinkler Wrench ,ides+T/4"(+6mm)to -1T/4"(-32mm)"A"dimension Sprinkler Identification Number (SIN): R5734 adjustment range. 3. Model F3QR Dry HorLontal Recessed Sidewall sprinkler I"A"Dim. 3Yz"to 48"(89mm to 1219mm)in W'(6mm) increments r� Ceiling � Finishes(,] 1 u/32• Sprinkler Escutcheon Esculcnenn 135.7mm] Bronze Brass I� 4 Chrome Plated Chrome Plated -system Tee Cup I;j ,2•r304.8mm)Mu..* White Painted White 1"NPT Other finishes and colors are available on special order. Consult b�, factory for details.Cup remains unfinished."See page 2" r� r+-ry —- 3 7/32•Dia. =�- - • � 2 I/2"Dia. `- [63.5mm] — i e tj2"[i2.7mm] Hole In Wall 2 10/64" Dia. j,�,l mm] Standard Temperature Ratings A"A'Di Dimension Atljustment Ronge Escutcheon Adjustment - I57FGos +I/2" -0 Sprinkler [+12.7rnni -0] Temperature Max. Bulb Classification Rating AmbientTem . color * FOR FACTORY MUTUAL(FM) •4- - 6'FOR UNDERWRITERS LABORATORIES(UL) Ordinary 135°F (57°C) 100°F (38°C) Orange Ordinary 155°F (68°C) 100°F (38°C) Red Intermediate 200°F (93-C) 150°F (66°C) Green Hi h* 286°F 141'C 225'F 107'C Blue Notes:Do not install the Model"F3QR Dry Horizontal Listed and Certified only by ouLus. Recessed Sidewall Sprinkler in walls which have positive pressure in their side space. Listed by cULus for Quick Response.Approved Sprinkler Installation Wrench: by FM for Standard Response. Recessed Horizontal sidewall sprinklers are listed Model G3 R/C Sprinkler Wrench with cULus for installation of min.4"(100mm)-to- Sprinkler Identification Number (SIN): R5734 max.6"(150mm)below ceiling and approved by FM for installation of min.4"(100mm)-to-max. 12"(300mm)below ceiling. Technical Data: Ordering Information Orifice Size: '/z" (15mm) Specify: Thread Size: 1" NPT per ANSI 132.1 1. Sprinkler Type (select one): Working Pressure: 175 psi (12 bar) a Model Type ( el Pendent Nominal K Factor-US/(Metric): 5.6/(80) O Y Product Description (b) Model F30R Dry Recessed Pendent Reliable Model F30R Dry Sprinklers are quick response (c)Model F3QR Dry Concealed Pendent sprinklers utilizing a durable 3mm frangible glass bulb. This (d) Model F30R Dry Horizontal Sidewall quick response enables these sprinklers to apply water to a (e) Model F3QR Dry Recessed Horizontal Sidewall fire much sooner than standard response sprinklers of the 2. Sprinkler Temperature Rating. similar temperature rating. 3. Sprinkler Finish. Model F30R Dry Sprinklers are intended for use in enclosed 4. Cover Plate/Escutcheon Finish. dry and preaction systems and in enclosed areas subjected to freezing temperatures, such as freezers and unheated 5. Length: portions inside buildings. "A"Dimension (face of tee to face of ceiling or wall) Environments wherein dry sprinklers are employed can be in (6mm)increments. corrosive.For this reason,Model F3 Sprinklers have a special wax fillet placed in the gap between the cup that supports the 6. Model F30R Dry Pendent(a) is available without bulb and the wrenching boss.This wax will not interfere with sprinkler can and escutcheon. the operation of the sprinkler, and it prevents contaminents from entering the internal portion of the drop nipple.The wax Note: must not be removed. Operation 1. The "A" dimension is based on a nominally gauged pipe thread "make-up" of 0.600" (15mm) per ANSI The glass bulb consists of an accurately controlled amount B2.1 [71/2 threads approximately]. of special fluid hermetically sealed Inside a precisely 2 All platings and paintings are decorative and manufactured glass capsule. This glass bulb is specially intended. for Interior use. constructed to provide fast thermal response. When the temperature increases sufficiently, due to a fire, the bulb shatters allowing operating parts to clear the waterway. This enables the inlet seal to release air or water and subsequently, cause water flow over the deflector in a uniform spray pattern. controlling or extinguishing the fire. 4. General Installation Instructi,.As the bulb supporting cup and the wrenching boss. Do not In steel pipe, the Model F3QR Dry Sprinklers must be replace this wax with a substitute substance.An Alternate installed only in standard (ANSI B 16.3 class 150 and substance may interfere with proper operation of the ANSI B 16.4 class 125) pippe tees even at branch line sprinkler. Do not clean sprinklers with soap and water, ends. For these and CPVC' Tees, the dry sprinkler ammonia or any other cleaning fluids. Remove dust by should be installed and confirmed to have appropriate using a soft brush or gently vacuuming. Remove any protrusion into the tee in accordance with the figures on sprinkler which has been painted (other than factory pages 2 & 3. Dry sprinklers must not be installed into applied) or damaged in any way. A stock of spare elbows and into pipe couplings located on drop nipples sprinklers should be maintained to allow quick to the sprinklers. The "A dimension of a dry sprinkler, replacement of damaged or operated sprinklers. Prior to which extends into a freezer from a wet pipe system, installation,sprinklers should be maintained in the original should be selected to provide at least 14" (356mm) cartons and packaging until used to minimize the potential between the freezer's outside wall or ceiling and the wet for damage to sprinklers that would cause improper pipe line. When the temperature inside the freezer will be operation or non-operation. below-30OF(-350C), increase the 14"to 20" (509mm). 1. Cut the specified size hole (see illustrations) for the sprinkler in the ceiling directly in line with the tee. "Spears CPVC sprinkler adapter tees(with steel thread 2. Apply pipe joint compound to the 1" (25mm) pipe insert) can only be used with horizontal sidewall threads and install sprinkler using the Model G3 or sprinklers which do not require protrusion into tees to G3 R/C Sprinkler Wrench as specified. prevent ice or debris blockage of sprinkler inlets. These push-on/thread-off escutcheonorcover late. CPVC tees do not permit sufficient sprinkler inlet 3.Installthe p p protrusion as required for pendent installation. Note: Installation of the Model F30R Sprinklers in copper pipe systems is not recommended, as this may reduce the life expectancy of the sprinklers. Model F3QR Concealed and Recessed Installation Instructions • The Model G3 R/C wrench(Fig. 1)is designed to locate on the wrenching pads of the recessed sprinkler while centering in the cup. A standard '/z" drive ratchet may be used to drive this wrench. Figures 1 and 2 show sequentiallythe insertion ofthewrench.Firstthewrench, with its jaws above the sprinkler deflector, is moved laterally until centered with the cup. Then raise the wrench inside of the cup until its jaws engage the sprinkler's square wrenching pads (Fig. 3). To remove the wrench,follow this procedure in reverse order. Care should be taken to avoid striking the deflector, with the wrench. • Model G3 Wrench (Fig. 4) is used for installation of Pendent and Horizontal Sidewall sprinklers. • Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Maintenance The Model F3QR Quick Response Dry Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not remove the factory applied thermally sensitive wax fillet between 5. Fig. 1 - G3 R/C Wrench Fig. 2 - G3 R/C Wrench Fig. 3 - G3 R/C Wrench G i Fig. 4-G3 Wrench The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and propertyfor over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada end foreign countries. Manufactured b _ The Reliable Automatic Sprinkler Co.,Inc. Recycled el (800) 84 - 0 Sales Offices Paper Hiabld (914) (800) 848-6051 51 Sales Far,668-3470 Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler.com Internet Address E.G.Printed in USA 6/05 P/N9999970175 WILKINS "D Model 30 . D . companyDouble Check Detector Assembly SPECIFICATION N SUBMITTAL SHEET APPLICATION Designed for installation on potable water connections in fire sprinkler systems to protect against both backsipho- nage and backpressure of polluted water into the potable water supply.Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates me- tered by-pass to detect leaks and unauthorized water use. FEATURES STANDARDS COMPLIANCE(Horz.&Vertical orientation) Sizes: ❑ 4" ❑ 6" ❑ 8" V ASSE®Listed 1048 Maximum working water pressure 175 PSI AWWA Compliant C510 Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI 0CSA®Certified End connections (Grooved for steel) AWWA C606 w UL®Classified (Flanged) ANSI B16.1 C-UL®Classified OPTIONS Class 125 0 FM®Approved (Suffixes can be combined) Approved by the Foundation for Cross Connection ❑ - with flanged end OS&Y gate valves(standard) Control and Hydraulic Research at the University of ❑ L - less shut-off valves(grooved body connections) Southern California ❑ LM - less water meter MATERIALS ❑ - with remote reading meter Main valve body Ductile Iron ASTM A 536 Grade 4 ❑ - with gpm meter(standard) Access covers Ductile Iron ASTM A 536 Grade 4 ❑ - with cu ft/min meter Coatings FDAApproved electrostatic epoxy finish ❑ G - with grooved end OS&Ygatevalves Internals Stainless steel, 300 Series ❑ FG - with flanged inlet gate connection and grooved NORYLTM, NSF Listed outlet gate connection Fasteners&springs Stainless Steel, 300 Series ❑BGVIC- with grooved end butterfly valves(See document Elastomers EPDM(FDA approved) #BF-350ADABGVICfor dimensions and approval Buna Nitrile(FDA approved) status) Polymers NORYLTM NSF Listed ACCESSORIES t ❑ Repair kit(rubber only) MODEL 350ADA ❑ Thermal expansion tank(Model WXTP) kt E ❑ OS&Y Gate valve tamper switch(OSY-40) p DIMENSIONS&WEIGHTS(do not include pkg.) o F WEIGHT MODEL 350ADA WITHOUT WITH OS&Y WITH OS&Y SIZE GATES GATES (GXF) GATES (GXG) MODEL 350ADAG t in. I mm lbs. kg Ibs. kg Ibs. kg 4 100 91 41.3 1 245 111 1 219 99.4 F 8 150 30 3 377 13. 347 158 42. 8 200 302 137 778 353.2 754 342.3 DIMENSION(approximme I MODEL 3 A BLESS GATE E E SEE VALVES C D OS&Y OS&Y F G H Attention: Model SIZE OPEN CLOSED 350ADA (grooved in. mm in. mm in, mm in. mm in. mm in. mm in. mm in. mm in. mm in. I mm body) and Model 4 1001 38 965 19 7/8 505 4 1/2 114 9 229 22 3/4 578 18 1/4 464 6 152 8 203 5 1A 133 350DA(flange body) 6 150 47 1194 257/8 657 51/2 140 101/2 267 301/8 765 233/4 603 7 178 10 254 7 178 have different lay 8 200 61 5/8 1565 38 1/2 978 10 254 12 305 37 3/4 959 29 1/4 743 8 1/2 216 11 279 7 1/2 191 lengths. D• REVISION: (Patent No. 5,913,331) i • � • 0. Page 1 of 2 FLOW CHARACTERISTICS MODEL 50ADA 4" &6" (STANDARD& METRIC) FLOW RATES(1/s) 25.2 50.5 75.7 101 N 15 104 Y a 4"(100mm)= - N 10 _ - — 69 0 0 6"(150mm) _ j LLI a 5 35 j M - Cl) w U) wLU 0 - w 0. 0 400 00 1200 1600 a FLOW RATES(GPM) MODEL 50ADA " (STANDARD & METRIC) FLOW RATES(1/s) 63.1 126.2 180.3 252.4 a 15 104 R a - - 8"(200mm) — N 10 69 u) o - o J � 5 -- 35 j D - — Cl) Cn [n N w IX 00 1000 2000 000 4000 a FLOW RATES(GPM) O Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Local codes shall govern installation requirements.Unless Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec otherwise specified, the assembly shall be mounted at a 2 1/2" 75 112 149 224 minimum of 12"(305mm)and a maximum of 30"(762mm) 3" 115 173 230 346 above adequate drains with sufficient side clearance for 4" 198 298 397 595 testing and maintenance.The installation shall be made so that no part of the unit can be submerged. 6" 7800 116 900 1351 8" 9 1559 2339 10" 1229 1843 2458 3687 c; _ L . PROTECTIVE 3 _ ENCLOSURE _ 1 _ 0 0 I W � l - ¢ I s I I � I I I I -_- I 12'MIN. I 30I'I MAX ,rih-I Mr.aMf-_�iiyiL�ar�itsy P sPlt _ DIRECTION OF FLOW MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA(OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048,and supplied with full port gate valves.The main body and access cover shall be epoxy coated ductile iron(ASTM A 536 Grade 4),the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr., Mississauga,Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST Q� Cwtlq�� TAACOMA,WA 98424 gyp` ociWI-Amm. HYDRAULIC CALCULATIONS FOR JOHNSON (KING) HANGAR 0 ARLINGTON, WA rfb Ma /s-�oG, FILE NUMBER: JOHNSON HANGAR DATE: DEC 15, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HZD GROUP I DENSITY: .29 gpm/sq. ft. AREA OF APPLICATION: 2633 SF ( .29/2700 BASE LESS 25% OF AREA FOR HI-TEMP HEADS = .29/2025, PLUS 30% OF AREA FOR DRY SYSTEM = .29/2633 FINAL DESIGN DENSITY/AREA) COVERAGE PER SPRINKLER: MAX 100 SQ FT r NUMBER OF SPRINKLERS CALCULATED: 29 sprinkle TOTAL SPRINKLER WATER FLOW REQUIRED: 856.0 gpm TOTAL WATER REQUIRED (including hose) : 1356. 0 gpm REVISED FLOW AND PRESSURE (@ BOR) : 856 gpm @ 43.8 psi SPRINKLER ORIFICE SIZE: 3/4 inch (8.OK) NAME OF CONTRACTOR: Patriot Fire Protection, Inc. Rr CEIVED DESIGN/LAYOUT BY: JIMMY T & CARY W C G AUTHORITY HAVING JURISDICTION: CITY OF ARLINGTON JAN sl.0 2005 CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF C®p PERMIT CENTER CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321) HRS SYSTEMS, INC. TUCKER, GA 30084 ���� � � 1' t� q-� r • �� .i :4. �� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 80.0 39.0 5400.0 76. 8 1356.0 54 .3 6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1356.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 856.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.0 K= 8.00 12.4 28.1 2 22 .3 K= 8.00 13.0 28.8 3 21.7 K= 8.00 14 .3 30.3 AT 21.2 - - - - 18.7 - - - 4 21. 0 K= 8.00 14 .5 30.4 5 20.3 K= 8.00 12. 6 28 .4 6 19.7 K= 8.00 11.8 27 .5 7 19. 0 K= 8.00 11. 9 27 .5 8 23.0 K= 8.00 12.5 28 .2 9 22.3 K= 8. 00 13.0 28.9 10 21.7 K= 8.00 14. 4 30.4 BT 21 .2 - - - - 18. 9 - - - 11 21 .0 K= 8.00 14 . 6 30.5 12 20.3 K= 8.00 12.7 28.5 13 19.7 K= 8.00 11. 9 27.6 14 19. 0 K= 8. 00 11. 9 27.6 15 23. 0 K= 8.00 12. 8 28.6 16 22.3 K= 8.00 13.4 29.3 17 21 .7 K= 8. 00 14. 8 30.8 CT 21 .2 - - - - 19.3 - _ - 18 21.0 K= 8.00 14. 9 30.9 19 20.3 K= 8. 00 13. 0 28.8 20 19.7 K= 8.00 12.2 28.0 21 19. 0 K= 8.00 12.2 28.0 22 23.0 K= 8.00 13.5 29.4 23 22.3 K= 8.00 14 .1 30.1 24 21.7 K= 8.00 15. 6 31.6 DT 21.2 - - - - 20.3 - - - 25 21. 0 K= 8.00 15.7 31.7 26 20.3 K= 8.00 13.7 29.6 27 19.7 K= 8.00 12. 9 28.7 28 19.0 K= 8.00 12.8 28.7 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/15/2005 T:\HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 29 21.7 K= 8.00 24.0 39.2 ET 21.2 - - - - 25.2 - - - DV 5.3 - - - = 41.5 - - - BOR 2 .0 - - - 43.8 - - - DCl 2.0 - - - - 43.8 - - - DC2 2. 0 - - - - 48.8 - - - FLG 0.5 - - - - 50.2 - - - SITE 0.0 HOSE STREAM 52.6 500.0 A 19.2 - - - - 24.0 - - - B 19.2 - - - - 24.1 - - - C 19.2 - - - - 24 .7 - - - D 19.2 - - - - 25.9 - - - E 19.2 - - - - 26.2 - - - CITY 0.0 SOURCE 54.3 1356.0 i it I �. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. b END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -28.1 1. 682 PL 8 .50 PF 0.3 y 1 23.0 8.0 12.4 28 .1 4.1 100 FTG ---- PE 0.3 1 2 22.3 8.0 13.0 28 .8 0.034 TL 8 .50 PV Pipe: 2 -56.9 1. 682 PL 8 .50 PF 1.1 2 22 .3 8 .0 13.0 28 . 8 8.2 100 FTG ---- PE 0.3 3 21.7 8 .0 14 .3 30.3 0.127 TL 8 .50 PV Pipe: 3 -87.2 1 . 610 PL 6.50 PF 4 .2 3 21 .7 8.0 14 .3 30.3 13.7 100 FTG T PE 0.2 AT 21 .2 0.0 18.7 0.0 0.345 TL 12.21 PV Pipe: 4 83.4 1. 682 PL 8.50 PF 2.2 4 21 . 0 8 .0 14 .5 30.4 12.0 100 FTG ---- PE 0.3 j 5 20.3 8 .0 12. 6 28 .4 0.257 TL 8.50 PV Pipe: 5 55.1 1. 682 PL 8.50 PF 1.0 5 20.3 8.0 12. 6 28 .4 8. 0 100 FTG ---- PE 0.3 6 19.7 8.0 11.8 27 .5 0.119 TL 8 .50 PV Pipe: 6 27.5 1 .682 PL 8 .50 PF 0.3 6 19.7 8 .0 11.8 27 .5 4.0 100 FTG ---- PE 0.3 7 19. 0 8 .0 11. 9 27 .5 0.033 TL 8 .50 PV Pipe: 7 113.9 1.610 PL 2.00 PF 4 .4 AT 21 .2 0. 0 18 .7 0.0 17.9 100 FTG T PE 0.1 4 21.0 8 .0 14 .5 30.4 0.565 TL 7 .71 PV Pipe: 8 -201.1 2.067 PL 2.00 PF 4 .4 AT 21.2 0. 0 18.7 0.0 19.2 100 FTG T PE 0.9 A 19.2 0. 0 24 .0 0.0 0.479 TL 9.14 PV Pipes 9 -28.2 1. 682 PL 8 .50 PF 0.3 8 23.0 8 .0 12.5 28 .2 4.1 100 FTG ---- PE 0.3 9 22 .3 8 .0 13. 0 28 .9 0.035 TL 8.50 PV Pipe: 10 -57.1 1. 682 PL 8.50 PF 1.1 9 22.3 8 .0 13. 0 28 . 9 8.3 100 FTG --- PE 0.3 10 21.7 8 . 0 14 .4 30. 4 0.128 TL 8.50 PV Pipe: 11 -87.5 1. 610 PL 6.50 PF 4 .2 10 21.7 8 .0 14 .4 30.4 13.8 100 FTG T PE 0.2 BT 21 .2 0.0 18 .9 0.0 0.347 TL 12.21 PV Pipe: 12 83.7 1. 682 PL 8 .50 PF 2.2 11 21 .0 8. 0 14 .6 30.5 12.1 100 FTG -- PE 0.3 12 20.3 8. 0 12.7 28 .5 0.259 TL 8 .50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV 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: 13 55.3 1.682 PL 8 .50 PF 1.0 12 20.3 8.0 12.7 28.5 8 . 0 100 FTG ---- PE 0.3 13 19.7 8 .0 11. 9 27. 6 0.120 TL 8 .50 PV Pipe: 14 27 . 6 1.682 PL 8 .50 PF 0.3 13 19.7 8 .0 11. 9 27. 6 4 . 0 100 FTG ---- PE 0.3 14 19.0 8 .0 11.9 27. 6 0.033 TL 8 .50 PV Pipe: 15 114 .2 1. 610 PL 2. 00 PF 4 .4 BT 21.2 0.0 18 .9 0.0 18 . 0 100 FTG T PE 0.1 11 21 . 0 8 .0 14 .6 30.5 0.569 TL 7 .71 PV Pipe: 16 -201 .8 2.067 PL 2 .00 PF 4 .4 BT 21.2 0.0 18 . 9 0.0 19.3 100 FTG T PE 0.9 B 19.2 0.0 24 . 1 0.0 0.482 TL 9.14 PV Pipe: 17 -28 . 6 1. 682 PL 8 .50 PF 0.3 15 23.0 8.0 12. 8 28 . 6 4 . 1 100 FTG ---- PE 0.3 16 22.3 8.0 13.4 29.3 0.035 TL 8 .50 PV Pipe: 18 -57 . 9 1.682 PL 8 .50 PF 1.1 16 22.3 8.0 13.4 29.3 8 .4 100 FTG ---- PE 0.3 17 21 .7 8.0 14 .8 30. 8 0.131 TL 8 .50 PV Pipe: 19 -88.7 1. 610 PL 6.50 PF 4 .3 17 21 .7 8.0 14 .8 30.8 14 . 0 100 FTG T PE 0.2 CT 21.2 0.0 19.3 0.0 0.356 TL 12 .21 PV Pipe: 20 84 .7 1. 682 PL 8.50 PF 2.2 18 21 . 0 8.0 14 .9 30. 9 12.2 100 FTG ---- PE 0.3 19 20.3 8 .0 13.0 28.8 0.264 TL 8 .50 PV Pipe: 21 55. 9 1. 682 PL 8 .50 PF 1.0 19 20.3 8.0 13.0 28.8 8 . 1 100 FTG ---- PE 0.3 20 19.7 8 .0 12.2 28.0 0.123 TL 8 .50 PV Pipe: 22 28. 0 1.682 PL 8 .50 PF 0.3 20 19.7 8.0 12.2 28 . 0 4 .0 100 FTG ---- PE 0.3 21 19.0 8.0 12.2 28 . 0 0.034 TL 8.50 PV Pipe: 23 115.7 1.610 PL 2.00 PF 4 .5 CT 21.2 0.0 19.3 0. 0 18 .2 100 FTG T PE 0.1 18 21. 0 8 .0 14 . 9 30. 9 0.582 TL 7 .71 PV Pipe: 24 -204 .3 2.067 PL 2.00 PF 4 .5 CT 21 .2 0.0 19.3 0.0 19.5 100 FTG T PE 0.9 C 19.2 0.0 24.7 0.0 0.494 TL 9. 14 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/15/2005 T:\HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV 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: 25 -29.4 1. 682 PL 8 .50 PF 0.3 22 23. 0 8 .0 13.5 29.4 4.2 100 FTG ---- PE 0.3 23 22.3 8 .0 14 .1 30.1 0.037 TL 8 .50 PV Pipe: 26 -59.5 1. 682 PL 8 .50 PF 1.2 23 22.3 8.0 14.1 30. 1 8 . 6 100 FTG ---- PE 0.3 24 21.7 8.0 15.6 31 .6 0.137 TL 8 .50 PV Pipe: 27 -91. 0 1. 610 PL 6.50 PF 4 . 6 24 21.7 8.0 15.6 31. 6 14 .3 100 FTG T PE 0.2 DT 21.2 0.0 20.3 0. 0 0.374 TL 12.21 PV - Pipe: 28 86. 9 1. 682 PL 8 .50 PF 2.4 25 21.0 8 .0 15.7 31.7 12.5 100 FTG ---- PE 0.3 26 20.3 8.0 13.7 29. 6 0.277 TL 8 .50 PV Pipe: 29 57.3 1. 682 PL 8.50 PF 1.1 26 20.3 8.0 13.7 29. 6 8.3 100 FTG ---- PE 0.3 27 19.7 8 .0 12. 9 28 .7 0.128 TL 8 .50 PV Pipe: 30 28.7 1.682 PL 8 .50 PF 0.3 27 19.7 8 .0 12.9 28 .7 4 . 1 100 FTG ---- PE 0.3 28 19.0 8 .0 12.8 28.7 0.036 TL 8 .50 PV Pipe: 31 118. 6 1.610 PL 2.00 PF 4 .7 DT 21.2 0.0 20.3 0.0 18 .7 100 FTG T PE 0.1 25 21 . 0 8 .0 15.7 31.7 0.610 TL 7 .71 PV Pipe: 32 -209.7 2.067 PL 2.00 PF 4 .7 DT 21 .2 0.0 20.3 0. 0 20.0 100 FTG T PE 0.9 D 19.2 0.0 25. 9 0. 0 0.518 TL 9.14 PV Pipe: 33 -39.2 1. 610 PL 6.50 PF 1.0 29 21.7 8.0 24 .0 39.2 6.2 100 FTG T PE 0.2 ET 21.2 0.0 25.2 0.0 0.079 TL 12.21 PV Pipe: 33A -39.2 2.067 PL 2. 00 PF 0.2 ET 21 .2 0.0 25.2 0.0 3.7 100 FTG T PE 0.9 E 19.2 0.0 26.2 0.0 0.023 TL 9.14 PV Pipe: 33B -201 . 1 4 .260 PL 11 .20 PF 0.2 A 19.2 0.0 24 .0 0.0 4.5 100 FTG ---- PE 0.0 B 19.2 0.0 24.1 0.0 0.014 TL 11 .20 PV Pipe: 33C -402. 8 4.260 PL 11 .20 PF 0. 6 B 19.2 0.0 24.1 0.0 9. 1 100 FTG ---- PE 0.0 C 19.2 0.0 24.7 0.0 0.051 TL 11 .20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/15/2005 T:\HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV 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: 33D -607.1 4 .260 PL 11.20 PF 1 .2 C 19.2 0.0 24 .7 0.0 13.7 100 FTG ---- PE 0. 0 D 19.2 0.0 25.9 0.0 0. 109 TL 11.20 PV Pipe: 33E -816.8 6.357 PL 11.20 PF 0.3 D 19.2 0.0 25. 9 0.0 8.3 100 FTG ---- PE 0.0 E 19.2 0.0 26.2 0.0 0. 027 TL 11.20 PV Pipe: 34 -856.0 6.357 PL 235.50 PF 9.2 E 19.2 0.0 26.2 0.0 8 .7 100 FTG 2ETD PE 6.0 DV 5.3 0.0 41.5 0.0 0. 029 TL 313.29 PV Pipe: 35 -856.0 6.357 PL 3.33 PF 0. 9 DV 5.3 0.0 41.5 0.0 8 .7 120 FTG T PE 1.4 BOR 2.0 0.0 43. 8 0. 0 0. 021 TL 41.33 PV Pipe: 36 -856.0 6.357 PL 1.00 PF 0.0 _ BOR 2 . 0 0.0 43. 8 0.0 8.7 120 FTG --- PE 0.0 DC1 2. 0 0.0 43.8 0.0 0. 021 TL 1.00 PV Pipe: 37 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 48 .8 0.0 5.0 psi, 856.0 gpm DC1 2.0 0.0 43.8 0.0 Pipe: 38 -856.0 6.357 PL 1.50 PF 0. 8 DC2 2. 0 0.0 48 .8 0.0 8.7 150 FTG 2E PE 0. 6 FLG 0.5 0.0 50.2 0.0 0. 014 TL 55. 90 PV Pipe: 39 -856.0 6.280 PL 40.00 PF 2.1 FLG 0.5 0.0 50.2 0.0 8.9 140 FTG ETLG PE 0.2 SITE 0.0 H.S. 52. 6 500.0 0. 017 TL 128.00 PV Pipe: 40 -1356.0 8.390 PL 95.00 PF 1.8 SITE 0.0 H.S. 52.6 500.0 7.9 140 FTG TLG PE 0.0 CITY 0.0 SRCE 54 .3 (N/A) 0. 010 TL 183.00 PV NOTES: (1) Calculations were performed by the HASS 7 .7 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0. 003 gpm and a maximum imbalance at any node of 0. 120 gpm. it i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.0 ft/sec at pipe 32. a (4) PIPE FITTINGS TABLE g� Pipe Table Name: STANDARD.PIP A 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 1.610 4 .00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8 .00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: B MATERIAL: THNWL 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 1.682 5.00 10.00 3.00 11.00 8 .00 1.00 12.00 12.00 10.00 . 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4 .00 35.00 35. 00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47 .00 14 .00 51.00 16.00 5.00 47.00 8 .390 31.00 59.00 22.00 76.00 20.00 7 .00 59.00 1 • 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 39.00 psi Flow: 5400.0 gpm a 100.0 LEGEND 1 � 80.0 Available pressure 1 76.82 psi @ 1356.0 gpm G 2 Required pressure A 54.32 psi @ 1356.0 gpm U 60.0 G A. Source Supply Curve E 2 B. System Demand Curve P 40.0 R E S S 20.0 U R E 0.OB p s•14.7 i 12C180(24003000 3600 4200 4800 5400 6000 FLOW (GPM) i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/15/2005 T: \HASS\CARYW\JOHNSON HANGAR REV.SDF JOB TITLE: JOHNSON HANGAR REV WATER SUPPLY CURVE 84+ d I I \ 77+ 0\ I \\ I \ I \ 70+ \\ I \ I \ I \ 63+ \\ I \ I \ I \\ P 56+ \ R X \ E \ S \\ S 49+ \ U I \ R I \\ E I \ 42+ \ ( I \ P I * <-39.0 psi @ 5400 gpm S I Flow Test Point I 35+ I I I 28+ I I I 21+ I I ------- -- -------==----- 14+ LEGEND if I " X = Required Water Supply " 54 .32 psi @ 1356.0 gpm " 7+ 0 = Available Water Supply " 76.82 psi @ 1356.0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 oti'tion,Inc, A O`er �� Q< <, cLvL11ro 0J HYDRAULIC CALCULATIONS RECENFr, Level °fC �Se� 4 11 ON* w c s FOR r. Cary e I rr ,° 0 NOV 0 JOHNSON (KING) HANGAR ARLINGTON, WA Ct�A BuiLaiN �.� L)Ei � I vw. FILE NUMBER: JOHNSON HANGAR Oilgh Do_'% DATE: OCT 26, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HZD GROUP I DENSITY: .29 gpm/sq. ft. AREA OF APPLICATION: 2633 SF ( .29/2700 BASE LESS 25% OF AREA FOR HI-TEMP HEADS = .29/2025, PLUS 300 OF AREA FOR DRY SYSTEM = .29/2633 FINAL DESIGN DENSITY/AREA) COVERAGE PER SPRINKLER: MAX 100 SQ FT NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 948. 8 gpm TOTAL WATER REQUIRED (including hose) : 1448.8 gpm FLOW AND PRESSURE (@ BOR) : 948.8 gpm @ 48.2 psi SPRINKLER ORIFICE SIZE: 3/4 inch (8 . OK) NAME OF CONTRACTOR: Patriot Fire Protection, Inc. DESIGN/LAYOUT BY: JIMMY T & CARY W AUTHORITY HAVING JURISDICTION: CITY OF ARLINGTON CONTRACTOR CERTIFICATION NUMBER: 'P � 0ft-- (li',O' JJ � �2J�liN_4;,,iH�N�I;� GPI;�[•'o=�=,, . CALCULATIONS BY HAS! COMPUT R PROGR,*{ (tidEO$E `4 38081321) HRS SYS EKS-,—FN° . TUCKER, GA 30084 DATE . f!v NO CHANGES AUIRIOPNII UNLESS APPROVED By 1 H,w BUILDING IM6PEMOR � � � 1 �� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) a CITY 80.0 39. 0 5400.0 76.4 1448 .8 59. 6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1448. 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 948. 8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.0 K= 8. 00 11.8 27 .5 2 22.3 K= 8. 00 12 .4 28 .2 3 21.7 K= 8.00 13.7 29. 6 4 21. 0 K= 8. 00 14.7 30.7 5 20.3 K= 8. 00 16.2 32 .2 6 19.7 K= 8. 00 18 .4 34.3 7T 19.0 K= 8. 00 24.3 39.4 7B 16. 0 - - - - 28 .4 - - - 8 23. 0 K= 8 .00 12 .0 27 .8 9 22 .3 K= 8.00 12. 6 28 .4 10 21.7 K= 8. 00 14.0 29.9 11 21. 0 K= 8. 00 14 . 9 30. 9 12 20.3 K= 8 . 00 16.4 32.4 13 19.7 K= 8 .00 18 . 6 34.5 14T 19.0 K= 8 .00 24.7 39.7 14B 16. 0 - - - - 28 . 6 - - - 15 23. 0 K= 8.00 12 .4 28.2 16 22.3 K= 8. 00 13.0 28.8 17 21.7 K= 8. 00 14 .3 30.3 18 21.0 K= 8.00 15.3 31.3 19 20.3 K= 8. 00 16.9 32 .9 20 19.7 K= 8. 00 19.1 35.0 21T 19. 0 K= 8 . 00 25.3 40.2 21B 16.0 - - - - 29.3 - - - 22 23. 0 K= 8 .00 13.1 28 .9 23 22 .3 K= 8. 00 13.7 29. 6 24 21.7 K= 8. 00 15.1 31.1 25 21.0 K= 8. 00 16.1 32.1 26 20.3 K= 8. 00 17 .7 33.7 27 19.7 K= 8. 00 20.1 35.8 28T 19. 0 K= 8. 00 26.4 41.1 28B 16. 0 - - - - 30.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 29T 19.0 K= 8 .00 30.6 44.2 29B 16.0 - - - - 32 .0 - - - DV 5.3 - - - - 45.7 - - - BOR 2.0 - - - - 48 .2 - - - DC1 2.0 - - - - 48 .2 - - - DC2 2.0 - - - - 53.2 - - - FLG 0.5 - - - - 54.8 - - - SITE 0. 0 HOSE STREAM 57 . 6 500.0 CITY 0.0 SOURCE 59. 6 1448 .8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR 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) 1 Pipe: 1 -27.5 1. 682 PL 8 .50 PF 0.3 1 23 . 0 8.0 11. 8 27.5 4.0 100 FTG ---- PE 0.3 2 22 .3 8. 0 12 .4 28.2 0.033 TL 8 .50 PV Pipe: 2 -55.7 1. 682 PL 8 .50 PF 1.0 2 22 .3 8 .0 12 . 4 28.2 8 .0 100 FTG ---- PE 0.3 3 21.7 8 .0 13.7 29. 6 0.122 TL 8 .50 PV Pipe: 3 -85.4 2 .157 PL 8 .50 PF 0.7 3 21.7 8. 0 13.7 29. 6 7 .5 100 FTG ---- PE 0.3 4 21. 0 8 .0 14.7 30.7 0.080 TL 8 .50 PV Pipe: 4 -116. 0 2. 157 PL 8 .50 PF 1.2 4 21.0 8.0 14 .7 30.7 10.2 100 FTG ---- PE 0.3 5 20.3 8. 0 16.2 32.2 0. 141 TL 8 .50 PV Pipe: 5 -148 .2 2. 157 PL 8 .50 PF 1.9 5 20.3 8 .0 16.2 32.2 13.0 100 FTG ---- PE 0.3 6 19.7 8 .0 18 .4 34.3 0.222 TL 8 .50 PV Pipe: 6 -182.5 2. 157 PL 8 . 83 PF 5.7 6 19.7 8 .0 18 .4 34.3 16.0 100 FTG T PE 0.3 7T 19. 0 8 .0 24 .3 39.4 0.326 TL 17 .39 PV Pipe: 7 -222 .0 2. 469 PL 3.00 PF 2 .8 7T 19. 0 8 .0 24 .3 39.4 14.9 100 FTG T PE 1.3 7B 16.0 0. 0 28 .4 0.0 0.242 TL 11.56 PV Pipe: 8 -222. 0 4.260 PL 11.17 PF 0.2 7B 16. 0 0.0 28 . 4 0.0 5. 0 100 FTG ---- PE 0. 0 14B 16. 0 0.0 28 . 6 0.0 0. 017 TL 11. 17 PV Pipe: 9 -27.8 1. 682 PL 8 .50 PF 0.3 8 23. 0 8 . 0 12 .0 27.8 4.0 100 FTG ---- PE 0.3 9 22 .3 8 .0 12 . 6 28.4 0.034 TL 8 .50 PV Pipe: 10 -56.2 1. 682 PL 8 .50 PF 1.1 9 22.3 8 . 0 12 . 6 28.4 8.1 100 FTG ---- PE 0.3 10 21.7 8.0 14. 0 29. 9 0. 124 TL 8 .50 PV Pipe: 11 -86.1 2 .157 PL 8 .50 PF 0.7 10 21.7 8.0 14 .0 29.9 7. 6 100 FTG ---- PE 0.3 11 21. 0 8.0 14.9 30.9 0.081 TL 8 .50 PV Pipe: 12 -117. 0 2.157 PL 8.50 PF 1.2 11 21. 0 8 . 0 14. 9 30.9 10.3 100 FTG ---- PE 0.3 12 20.3 8 . 0 16. 4 32 .4 0.143 TL 8 .50 PV i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR 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) a Pipe: 13 -149.4 2.157 PL 8 .50 PF 1. 9 12 20.3 8 .0 16. 4 32.4 13.1 100 FTG ---- PE 0.3 13 19.7 8 .0 18 . 6 34.5 0.225 TL 8 . 50 PV Pipe: 14 -184. 0 2.157 PL 8 .83 PF 5.7 13 19.7 8.0 18 . 6 34.5 16.2 100 FTG T PE 0.3 14T 19. 0 8.0 24.7 39.7 0.330 TL 17 .39 PV Pipe: 15 -223.7 2.469 PL 3.00 PF 2 . 6 14T 19. 0 8 .0 24 .7 39.7 15.0 120 FTG T PE 1.3 14B 16.0 0.0 28 . 6 0.0 0.175 TL 15. 00 PV Pipe: 16 -445. 6 4.260 PL 11. 00 PF 0.7 14B 16. 0 0.0 28 . 6 0.0 10.0 100 FTG ---- PE 0.0 21B 16. 0 0.0 29.3 0.0 0.062 TL 11.00 PV Pipe: 17 -28.2 1. 682 PL 8 .50 PF 0.3 15 23.0 8 .0 12 . 4 28 .2 4.1 100 FTG ---- PE 0.3 16 22.3 8. 0 13 .0 28 . 8 0.034 TL 8 .50 PV Pipe: 18 -57.0 1. 682 PL 8 . 50 PF 1.1 16 22 .3 8. 0 13.0 28 . 8 8.2 100 FTG ---- PE 0.3 17 21.7 8. 0 14 .3 30.3 0.127 TL 8 .50 PV Pipe: 19 -87 .2 2.157 PL 8 .50 PF 0.7 17 21.7 8. 0 14.3 30.3 7 .7 100 FTG ---- PE 0.3 18 21.0 8 .0 15.3 31.3 0. 083 TL 8 .50 PV Pipe: 20 -118 . 6 2.157 PL 8 .50 PF 1.2 18 21. 0 8. 0 15.3 31.3 10.4 100 FTG ---- PE 0.3 19 20.3 8 .0 16.9 32 . 9 0.147 TL 8 .50 PV Pipe: 21 -151.4 2. 157 PL 8 .50 PF 2 .0 19 20.3 8 .0 16. 9 32. 9 13.3 100 FTG ---- PE 0.3 20 19.7 8 .0 19.1 35.0 0.230 TL 8 .50 PV Pipe: 22 -186.4 2.157 PL 8 .83 PF 5. 9 20 19.7 8 .0 19.1 35.0 16. 4 100 FTG T PE 0.3 21T 19. 0 8 .0 25.3 40.2 0.338 TL 17 .39 PV Pipe: 23 -226. 6 2.469 PL 3. 00 PF 2 .7 21T 19. 0 8 . 0 25.3 40.2 15.2 120 FTG T PE 1.3 21B 16. 0 0.0 29.3 0.0 0.180 TL 15. 00 PV Pipe: 24 -672 .3 4.260 PL 11. 17 PF 1. 5 21B 16.0 0.0 29.3 0.0 15.1 100 FTG ---- PE 0.0 28B 16. 0 0.0 30.8 0.0 0.132 TL 11.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR 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) a Pipe: 25 -28 . 9 1. 682 PL 8 .50 PF 0.3 22 23.0 8 .0 13. 1 28.9 4.2 100 FTG ---- PE 0.3 23 22 .3 8 . 0 13.7 29. 6 0.036 TL 8 .50 PV Pipe: 26 -58.5 1. 682 PL 8 .50 PF 1.1 23 22 .3 8 .0 13.7 29. 6 8 .4 100 FTG ---- PE 0.3 24 21.7 8 .0 15.1 31. 1 0.133 TL 8 .50 PV Pipe: 27 -89. 6 2.157 PL 8 .50 PF 0.7 24 21.7 8 .0 15.1 31.1 7. 9 100 FTG ---- PE 0.3 25 21.0 8. 0 16.1 32 .1 0.087 TL 8 .50 PV Pipe: 28 -121.7 2.157 PL 8 .50 PF 1.3 25 21.0 8 .0 16. 1 32.1 10.7 100 FTG ---- PE 0.3 26 20.3 8 .0 17 .7 33.7 0.154 TL 8 .50 PV Pipe: 29 -155.4 2. 157 PL 8.50 PF 2.1 26 20.3 8.0 17 .7 33.7 13. 6 100 FTG ---- PE 0.3 27 19.7 8 .0 20.1 35. 8 0.242 TL 8.50 PV Pipe: 30 -191.2 2.157 PL 8 .50 PF 6.1 27 19.7 8 .0 20.1 35. 8 16.8 100 FTG T PE 0.3 28T 19.0 8 .0 26. 4 41. 1 0.355 TL 17 .06 PV Pipe: 31 -232 .3 2.469 PL 3.00 PF 3. 0 28T 19.0 8. 0 26. 4 41. 1 15. 6 100 FTG T PE 1.3 28B 16. 0 0.0 30. 8 0. 0 0.264 TL 11.56 PV Pipe: 32 -904. 6 6.357 PL 11.00 PF 1.2 28B 16. 0 0. 0 30. 8 0. 0 9.1 100 FTG T PE 0.0 29B 16.0 0.0 32. 0 0. 0 0. 033 TL 38.12 PV Pipe: 33 -44 .2 2.469 PL 3.00 PF 0.1 29T 19. 0 8.0 30. 6 44.2 3.0 100 FTG T PE 1.3 29B 16. 0 0. 0 32 .0 0.0 0.012 TL 11.56 PV Pipe: 34 -948 .8 6.357 PL 202.33 PF 9.0 29B 16.0 0.0 32 .0 0.0 9. 6 100 FTG TD PE 4. 6 DV 5.3 0.0 45.7 0.0 0. 036 TL 254 .43 PV Pipe: 35 -948 .8 6.357 PL 3.33 PF 1.0 DV 5.3 0. 0 45.7 0. 0 9. 6 120 FTG T PE 1.4 BOR 2.0 0.0 48 .2 0. 0 0.025 TL 41.33 PV Pipe: 36 -948 . 8 6.357 PL 1.00 PF 0.0 BOR 2 .0 0. 0 48.2 0. 0 9. 6 120 FTG ---- PE 0.0 DC1 2 .0 0. 0 48.2 0. 0 0.025 TL 1.00 PV i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR 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) A Pipe: 37 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 53.2 0.0 5. 0 psi, 948 .8 gpm DC1 2 . 0 0.0 48 .2 0.0 Pipe: 38 -948.8 6.357 PL 1.50 PF 0.9 DC2 2.0 0. 0 53.2 0.0 9. 6 150 FTG 2E PE 0. 6 FLG 0.5 0. 0 54.8 0.0 0.017 TL 55.90 PV Pipe: 39 -948 .8 6.280 PL 40.00 PF 2. 6 FLG 0.5 0.0 54 .8 0.0 9.8 140 FTG ETLG PE 0.2 SITE 0.0 H.S. 57. 6 500.0 0.020 TL 128 .00 PV Pipe: 40 -1448.8 8 .390 PL 95. 00 PF 2. 0 SITE 0. 0 H.S. 57 . 6 500.0 8.4 140 FTG TLG PE 0. 0 CITY 0. 0 SRCE 59. 6 (N/A) 0.011 TL 183.00 PV NOTES: (1) Calculations were performed by the HASS 7 .7 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.082 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.8 ft/sec at pipe 30. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 A1mChk DPVly NPTee 2 .469 6.00 12 . 00 4 . 00 14. 00 7 .00 1. 00 10. 00 10. 00 12 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR PAGE: B MATERIAL: THNWL 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. 682 5.00 10.00 3.00 11. 00 8.00 1.00 12 .00 12.00 10. 00 2 .157 6.00 12.00 3.00 14.00 8.00 1. 00 12 .00 12.00 12 .00 4.260 13.00 26.00 8 .00 29.00 16.00 3.00 26.00 26.00 26. 00 6.357 18.00 38 .00 11.00 40.00 13. 00 4.00 35.00 35.00 38 . 00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22 .00 47 .00 14.00 51.00 16.00 5.00 47.00 8 .390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 39. 00 psi Flow: 5400.0 gpm 100. 0 LEGEND 80.0 Available pressure _ 1 76.40 psi @ 1448 .8 gpm Required pressure A 59.56 psi @ 1448.8 gpm U 60.0 - G 2 � A. Source Supply Curve E B. System Demand Curve P 40.0 u R \ E \_� S S 20.0 U R E 0.0B p s-14.7 I i 12C180C24003000 3600 4200 4800 5400 6000 FLOW (GPM) f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/26/2005 T: \HASS\CARYW\JOHNSON HANGAR.SDF JOB TITLE: JOHNSON HANGAR WATER SUPPLY CURVE 84+ I I 77+ 0 I \ I 70+ \\ I I \ I \ 63+ \\ I \ I X \ I \\ P 56+ \ R I \ E I \ S I \\ S 49+ \ U I \ R I \\ E I \ 42+ \ ( I \ P * <-39.0 psi @ 5400 gpm S I Flow Test Point I 35+ I I I 28+ I I I 21+ I I 14+ LEGEND " I " X = Required Water Supply 59.56 psi @ 1448 . 8 gpm " 7+ " 0 = Available Water Supply " 76.40 psi @ 1448 .8 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+------------� 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) F?L- I 1-1(:,T-U hJ l:C:)I V!E;-I- R LJ C-T I C]PQ v-UL F2 M I 'T Owner: .JOHNSON HANGAR Value of Work: S37, 000. ejo Tar 1D.- Phone . Describe Mork: INSTALx. FIRE SFIRINKLER SYSTEM Proposed Use. HANGAR Legal Description: Job Address: 19002 5'=1 h DR NE Contractor's Name Type Address License# PATRICIT F'TRE. PIROTECTION SPR 200,4-A -i&,-,E AVE- FA` RIF 99z::F TOTAL; Fee Permit Fee S5 S. 2t, Plan Fee SIG1MiATU �j TU'1'AL FEE. . . - - • - - . . . . . . . . . $OSS. 7Ci HEREBY e TF`Y 'l1 T 1 HAVE R • AID AtdG EXAMINED :HT PLICATION ND PAYMEH'rs. . . . . . . . . . . . . . . . . . 5300. 00 KN THE, SAME 'P BE: 1'RUE AND UR REk i ALL PROVIS. UN OF' LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $655. 76 0 I AKCE.' GOVL 11 G THIS TYPE OF W'j K WILL t C (1 1, l ED WITH WHETHER G ' F'IKU ;� t i No.1'. GATE, 6 vI IS � RECEIPT # I � � � G( - ��- 1 UI DING I I TiCIAL 1 1 ` 1 ' 1r1 Ir 1 1 11 .1- I 1 III I 1 1 ��:•-y; " jiff •1 � • � ��••i • + \ � -� � •�I •f •` U�� •1' i! + •t �• � �o�.«^...'1 off .�' � � �:,• � AY T. n -State Patrol Fir �fl .♦ _ 'Pr- otection Bureau Office- of'the' State' Fir�e Marsh I 1 Fire Sp r n- kle" �-�• ..0 Contract& Lieense a- • a���Sf .. . 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I mom ■ � T 1 i i i i i i i i i ■ i 11• ■ ■ ■ ' ■ ■ ' 1• ■ ' ■ 11/08/2005 22:35 360-862- --91 HARVEY TRUCKING T' PAGE 01/03 FAX ����e COVERSHEET TRUCKING AND EXCA VA TING, INC. SNOHOMISH, WA G'7,j r _5 Phonm: Re: cc! d Argent Q For Review p Please Comment O Plea®di Reply d Please Roo-yclo 10325 Airport Way, Snohomish WA 98290 phony 360-568.4807 Fax 360,862.9391 ;1 �- ' ! i I lip LE■lu �� 1 � J : J ■ 7 i 7 � ■ A IVrr No _ ■ 1 1L ra i ` IN ■ �1 r r � ■ 17 ■ ■ - - ■ - - - - - JL r ■ - I PE F' Taw mmr 041 —m - - M - *.ml -. ■ ■ -L - r - ■ I^ -LL , ■ -J � ■ r■ No ■ A J i "ria ': `wi4 ON 1 0 L L L F-A m ■ ` f4i '. 1 _ i ■ " Y EL 1 November 7, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA ; FR: Jim Tracy Code Consultant Tracy III Enterprizes E Woodinville, WA RE: Johnson Hanger 19002 591h Drive NE Arlington, WA City Job No. 05-6735 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Patriot Fire Protection, Inc. of Tacoma, WA. The plan is approved subject to field inspection, hydrostatic test and the following: 1. In addition to the automatic sprinkler bell, provide an outside strobe on the building. 2. The automatic sprinkler system shall be monitored by an approved company that has a UUFX listing. A runner shall be available within one hour of travel. 3. All valves controlling the water supply for the sprinkler system shall be electrically supervised. 4. The "trip test" of the dry automatic sprinkler system shall insure that water reaches the inspectors test within 60 seconds. For inspections and tests, contact Jim Tracy at 206-940-9622. � C) � � r I E c L li 1r1 r[b)Q 1 � � Utilities ®iv. City of Arlington REQUEST FOR REVIEW FORM NAME: U Vl �LL BP M. 05- Co l 3S DATE: RETURN THIS FORM BY: 1 / // ��b 7- PROJECT SUMMARY: Imo/ /�1..L-- RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE - -Z '� • City of Arlington REQUEST FOR REVIEW FORM NAME: ) S L'� k? 0 e S BP #: 05- 73 .5- DATE: / G' S RETURN THIS FORM BY: // Z S-/nS PROJECT SUMMARY: C nk-/n RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE I -UZ-H N 4 S ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE � n w m I I N lL U LLJ U \ U-� Q0 4 n-- IL ( y o II w UU I c-n o o z � I- W w www CD II Q I CD rr" oQ CD O O IT1 mc� -+ ncn nn O *i� m m � Za � rG m m < Z r rn m z 0 m W a o .¢• K z b rn a 2,-Q" 21-M PATRIOT TAC , AVENUE EAST TACOMAMA WA 98424 FIRE PROTECTION TEL(253)926-2290 FAX(253)922-6150 LETTER OF TRANSMITTAL City of Arlington Date: October 27, 2005 Dept. of Community Development PO No. 238 N. Olympic Ave. Job No. 11-1453 Arlington, WA 98223 Project: Johnson Hangar Attn Permit Technician Reference: Parcel#31051500300103 We are sending: x PRINTS ORIGINALS x MATERIAL DATA DISKS x CALCULATIONS Copies Date DESCRIPTION 8 Sets of dw s. 8 Sets of calculations 8 Sets of material data 1 Check in the amount of$300.00 for plan review 1 Fire Sprinkler permit application Comments: I hope that this I all of the info you need. If you have any questions feel free to call. Thank-You, Lisa Hunting Permit Specialist 253-926-2290 By: Hilary Jensen cc: SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(509)926-3428 TEL(360)699-4403 FAX(509)926-3708 PATRIFP099CF FAX(360)699-4485 \1 VISEDCity of Arlington RE IWOFr REQUEST FOR REVIEW FORM NAME: BP #: 06: l S DATE: RETURN THIS FORM BY: PROJECT SUMMARY: Le ) 'i .� l ) Lea jj, RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the'No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 0 0 1 A Sprinklers Save Lives! Taco 7 Avenue East 'RIOT Fire S P Tacoma, WA 98424 FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 LETTER OF TRANSMITTAL To: City of Arlington Date: January 13,2006 Job No. 11-1453 Project: Johnson Hangar Attn: Building Official Subject: Revised Plan, Permit 05-6735 We are sending: xx PRINTS ORIGINALS SPECIFICATIONS DISKS _CALCULATIONS —Copies Date DESCRIPTION 3 10/26/05 Sprinkler Shop Drawing Rev#2 1/13/06) Comments: The requested clearance has been provided in front of the D.C.D.A. Please call or e-mail(imunyt(wpatriotfire.com)with any questions. R C AjV FD Sincerely, J4N 1 '� ZfiOfi Patriot Fire Protection Inc. COA p'CR I IV/ T CFvo REV.ISED By: Jimmy Twining Cc: Job File VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF i A Sprinklers Save Lives! Taco 7 Avenue East TRIOT Fire S p Tacoma, WA 96424 FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 LETTER OF TRANSMITTAL To: City of Arlington Date: January 5,2006 Job No. 11-1453 Project: Johnson Hangar Attn: Building Official Subject: Revised Plan, Permit 05-6735 We are sending: _XX_PRINTS ORIGINALS SPECIFICATIONS _DISKS RX CALCULATIONS (n ies Date DESCRIPTION 1 10/26/05 Sprinkler Shop Drawing Rev#1 12/12/05 1 12/15/05 Revised Hydraulic Calcs Comments: Dear Sir or Madam: "File owner has requested that we relocate the sprinkler main from p &permitted system(#05-6735). The enclosed revised plans are for your file and recorR do n to contact us if there is anv further action required on our part.Thank you. ED Sincerely, Patriot Fire Protection,Inc. RECEIVED JAN 10 2006 COA PERMIT CENTER By: Cary Webber Cc: Job File VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF January 23, 2006 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes ! Woodinville, WA RE: Johnson Hanger 19002 59t' Drive NE Arlington, WA City Job No. 05-6735 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM REVISIONS We have reviewed the revised plans and calculations submitted by Patriot Fire Protection, Inc. of Tacoma, WA. The plan is approved subject to tests, field inspections, the items on plan review dated Nov. 7, 2005 and the following: 1. Insure that the 2 inch main drain is piped to the building exterior. 2. The revised automatic sprinkler underground supply line and underground FDC line shall be inspected, tested, flushed and approved by this department prior to connection of the automatic sprinkler system piping. For inspections and tests, contact Jim Tracy at 206-940-9622. i • City of Arlington REQUEST FOR REVIEW FORM NAME: CC blc ale BP #: 05- (1 7 3S DATE: RETURN THIS FORM BY: PROJECT SUMMARY: 0 y RESPONDING DEPARTMENTS TONE C., FI`f�E DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. 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