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HomeMy WebLinkAboutBLD-2005-0906 - FIRE SPRINKLER Y 0 �:: City of Anacortes G � ;.. Permit#: BLD-2005-0906 904 6th Street Issue date: 11/07/2006 ""! !�+' P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 11/07/2007 a� (360)293-1901 `' Job Address: 1400 4TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-1532 Project: APN: Remarks: Install new sprinkler system. Owner: TRIDENT SEAFOODS Contractor: Address: Address: Phone: (360)293-7701 Phone: License#: General Information: Fees: Building Valuation 24650 Building Permit Fee 315.00 Plan Review Fee 204.75 State Building Code Fee 4.50 Total Calculated: 524.25 Deposits/Receipts: 0.00 Total Due: 524.25 f f il' r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF._r� CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALI;r PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. N RE OF O*NIWM AUTHORIZED AGENT ISSUED by y • I• Commercial Fire Protection Inc. 17199 Bennett Rd. P.0.Box 128 Mt Vernon WA 98273 Phone 360-848-9093 Fax 360-848-1072 Commercial dire Ntwfion Inc. November 8,2005 City Of Anacortes Building Departmentit P.O.Box 547 1 Anacortes Wa 98221 ------------ To Whom It May Concern: I am writing in response to your plan review letter dated 10-28-2005 for Trident Seafoods 2500 4th Street Sprinkler System 1 Total project value of materials and services provided by Commercial Fire Protection to Trident Seafoods=$24,650.00 2 Design,fabrication,and project oversight to be by Commercial Fire Protection Inc. All installation of piping on site to be performed by Trident Seafoods employees. 3 Please see attached drawings for addition of a stand pipe system for the dock. 4 Installation is to be performed by Trident Seafoods. All work done by Trident will be reviewed and inspected by Commercial Fire Protection Inc. Sincerely, Roger Sigmen Service manager Fire Sprinklers Save Lives I � Anacortes Planning & Community Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 October 28, 2005 Commercial Fire Protection P.O. Box 128 Mount Vernon, WA 98221 RE: 2500 4th Street Sprinkler System The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. Please provide overall total project value to the drawings. 2. Indicate contractor to the application. 3. Please verify dock standpipe system per Anacortes Municipal Code Section 15.04.060. 4. Please verify install qualifications per WAC 212-80-030. Thank You, CITY OF ANACORTES Don Measamer Senior Plans Examiner DM:md TRIDgh T SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: TRIDENT SEAFOOD Location: DOCK RENOVATION ANACORTES, WA Drawing Date: 9/29/05 Remote Area Number: 1 Contractor: Telephone: 360-848-1072 COMMERCIAL FIRE PROTECTION P.O.B. 128 MT. VERNON, WA , Designer: D.YATES U Calculated By:SprinkCAD v www.sprinkcad. com \ \ 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy: Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA 13& 37 Hazard:ORD GRP 2 System Type:DRY Area of Sprinkler Operation 4214 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: Area per Sprinkler 99 sq ftl Model: A Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 165 CALCULATION SUMMARY 54 Flowing Outlets gpm Required: 1583.8 psi Required: 79.2 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 9/30/05 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 104 . 0 psi Rated Pressure 0 . 0 psi I Elevation 0 Residual Pres 81 . 0 psi ► Elevation 0 At a Flow of 1951 gpm { Make: I Well Elevation 0" ( Model: I Proof Flow 0 gpm Location: AT SITE LOOP Source of Information: SYSTEM VOLUME 1206 Gallons otes : 5�te aestaPi�ge .P, �eae7 od. vu a 3'1 c? life N 00 CD ZOXO ° m ® > MMz M m zcn cn cn M Co 0 _ Z Duo � 0 0 oCD ^' r0(D a v � � y —� W Cn(p C O p (o Cs ® C �a 0 O (� 'o C. -I-1 o CY mD -0-C j r-'a N N 03 _. N p O C) �io �( CD U mr � 0 � .. Z `< � o �_ m � o cQ to NOAN �- -0(010 (D 05_ -� C V1 O O ( N fD a N 0 h ®o� 0-0 CD 33 0 0 C) -n�r� a ® N CL C) C TRIDENT SEAFOOD Drawing Date:9129105 11/ 2105 10,16 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. `K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe -C Hazen Williams Pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (Psi) at fitting Pf Friction loss (Psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 .87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0 .001 gpm. Pressures are listed to 0.01 Psi . Addition may vary by 0 .01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are not considered in these Calculations Path 41 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10.16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1334 1 6" Grvd Dry Valve VIKING "E" 6�•� psi 1 6" Grvd Butterfly Valve CSC "BFV,° CHART LOSS 1334 0 . 3 10 ' 120 6. 065 1334 . 6 1 6" Groove-O-Let 30 ' 120 6. 065 1334 1. 9 1 Pipe 6" 44x21 GALV TW 1 ' 120 6. 357 1334 0 . 1 Elevation Change 1 ' 4" 0. 6 1 8" MJ 90 Ell 18 ' 120 8 .071 1334 0.3 1 Pipe 8" DIx18 Cl 52 20 ' 140 8 . 720 1334 0.2 1 8" Fingd Back Flow Valve Ames "3000 CHART LOSS 1 Pipe 8" DIxlB Cl 52 35 140 8. 720 1334 1334 0 . 6 1 8'° MJ Tee?Take Out? � . 3 35 120 8 .071 1334 0. 5 Fixed Flow OUTSIDE HOSE 250 gpm Hydr Ref R1 Required at Source 1584 Water Source104 . 0 psi static, 81.0 psi residual @ 1951 m 1584 78.4 psi gpm gpm 88.4 psi SAFETY PRESSURE ----- 9.2 psi Available Pressure of 88.4 psi Exceeds Required Pressure of 79.2 psi This is a safety margin of 9.2 psi or 10 % of Supply Maximum Water Velocity is 26. 5 fps TRID.,NT SEAFUUOD Drawing Date:9/29/05 11/ 2105 10:16 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 6 TO W (PRIMARY PATH) HEAD 6 19. 8 1" 0 0 810" 7 .4 fps 12. 5 12.5 0.20 gpm/sq ft 1 . 049" 0 0 0" 0. 128 1 . 0 0, 0 K= 5. 60 19. 8 120 42 0 8 '0" 0" 0. 0 12.5 HEAD 7 20 . 6 1" 0 0 810" 15. 1 fps 13. 5 13.5 0.21 gpm/sq ft 1. 049" 0 0 © 3. 8 0.0 K= 5. 60 40.4 120 42 0 8 '0" 408 0. 0 13.5 HEAD 8 23.3 11�" 0 0 810" 13. 8 fps 17. 3 17.3 0.24 gpm/sq ft 1. 380" 0 0 0" 0.292 2. 3 0. 0 K= 5. 60 63. 7 120 42 0 810" 0" 0. 0 17.3 HEAD 9 24 . 8 132" 0 0 810" 14. 1 fps 19. 7 19. 7 0 .25 gpm/sq ft 1 . 610" 0 0 0" 0 .253 2 . 0 0.0 K= 5. 60 88 . 6 120 42 0 8 ' 0" 0" 0 . 0 19. 7 HEAD 10 26. 1 1;,�" 0 0 8 ' 0" 18.2 fps 21. 7 21. 7 0.26 gpm/sq ft 1. 610" 0 0 0" 0 409 3 3 K= 5. 60 114 . 6 120 42 0 . 8 , 0„ 0„ 0. 0 211.7 HEAD 11 28 . 0 1;,�" 0 0 5 '6" 22. 7 fps 25. 0 25.0 0.28 gpm/sq ft 1. 610" 1 0 8 '0" 0. 612 8 .3 K= 5. 60 142 . 6 120 42 0 5. 0 13 ' 6" 0" 0. 0 25. 0 REE 62 130. 0 2" 0 0 1 ' 1" 26. 3 fps 33.2 -"T`-` PATH 9 2 . 067" 1 0 1010" 0. 601 6. 7 K= 22 . 56 272 . 7 120 42 0 11 `1" 111" 0. 5 REF C1 3" 0 0 61011 10. 6 fps 40. 4 3.260" 1 0 1510" 0. 065 1 > 4 272 .7 120 44 0 2110" 0" 0. 0 REF A2 512 . 6 6" 0 0 95 ' 6" 8 . 0 fps 41. 7 PATH 2 6. 357" 0 0 0" 01018 1 . 7 K= 79. 35 785. 3 120 44 0 95' 6" -6" -0.2 CONTINUED 43.2 psi TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE CITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS OPSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 6 TO W (PRIMARY PATH) CONTINUED REF A3 548 . 4 6" 11 0 110 ,5" 13. 6 fps 43.2 PATH 6 AND 3 6. 357" 1 0 184 ' 0" 0.048 14 . 0 K= 83.43 1333 . 8 120 44 0 29415" -32 ' 7" -14 . 1 RED A4 8" 1 0 264 '3" $.1 fps 43.1 8 .249" 0 0 18 '0" 0. 013 3.8 1333. 8 120 44 0 282 ' 3" -1 ' 0" -0. 4 K E-T E1 6" 1 0 7" 13. 6 fps 46.5 6. 357" 0 0 14 ' 0" 0.048 0.7 1333. 8 120 44 0 14 ' 7" 0" 0. 0 REF A5 6'° 6 0 57 ' 10" 13 . 6 fps 47 ,2 6.357" 0 0 77 '0" 0. 048 6. 4 1333. 8 120 44 0 134 '10" 28 ' 4" 12.3 REF W 1333.8 gpm PATH 1 K= 164.33 65. 9 psi PATH 2 FROM HYDRAULIC REFERENCE 17 TO A2 HEAD 17 19. 9 1" 0 0 8 ' 0" 7. 4 fps 12 . 6 12 . 6 0.20 gpm/sq ft 1. 049" 0 0 0" 0.128 1. 0 0.0 K= 5. 60 19. 9 120 42 0 8 ,Orr 0" 0. 0 12. 6 HEAD 18 20. 7 1" 0 0 _ 8 ' 0" 15.2 fps 13. 6 13 . 6 0.21 gpm/sq ft 1. D49" 0 0 „ K= 5, 60 40.5 120 42 0 8 , 01, 0. 400 .8 .6 ll it0 0 13. 6 HEAD 19 23. 4 114 0 0 8 ' 0" 13. 8 fps 17. 5 17.5 0.24 gpm/sq ft 1 . 380" 0 0 0" 0.294 2. 3 0. 0 K= 5. 60 63. 9 120 42 0 810" D" 0. 0 17. 5 HEAD 20 24 . 9 1 0 0 8 '0" 14 . 1 fps 19. 8 19. 8 0.25 gpm/sq ft 1 . 610" 0 0 0" 0.255 2 . 0 00 K= 5. 60 88 . 8 120 42 0 g , 0„ 9.8 0„ 0. 0 1 . CONTINUED 21.8 psi TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 17 TO A2 CONTINUED HEAD 21 26.2 11wl 0 0 8 ' 0" 18 . 3 fps 21 . 8 21 . 8 0.26 gpm/sq ft 1. 610" 0 0 0" 0 . 411 3. 3 0. 0 K= 5. 60 115. 0 120 42 0 8 '0" 0" 0. 0 21 . 8 HEAD 22 28. 1 1 °' 0 0 1 ' 6" 22 . 8 fps 25. 1 25. 1 0.28 gpm/sq ft 1 . 610" 1 0 810" 0. 615 5.8 0. 0 K= 5. 60 143. 1 120 42 0 916" 0" 0. 0 25. 1 REF 61 121. 6 2" 0 0 1 ' 1" 25. 6 fps 31. 0 PATH 5 2. 067" 1 0 10 ' 0" 0.569 6.3 K= 21. 85 264 . 7 120 42 0 1111" 111" 0.5 REF B2 248 . 0 3" 0 0 410" 19. 9 fps 37.7 PATH 4 3.260" 1 0 1510" 0.210 4 . 0 K= 40 .36 512 . 6 120 44 0 1910" 0" 0. 0 REF A2 512. 6 gpm PATH 2 K= 79.35 41.7 psi PATH 3 FROM HYDRAULIC REFERENCE 34 TO A3 HEAD 34 20.3 1" 0 0 810" 7. 6 fps 13.2 13.2 0.21 gpm/sq ft 1. 049" 0 0 0" 0.134 1. 1 0 .0 K= 5. 60 20 . 3 120 42 0 810" 0" 0. 0 13.2 HEAD 35 21.2 1" 0 0 8 '0" 15. 6 fps 14. 3 14 . 3 0.21 gpm/sq ft 1.049" 0 0 0" 0.502 4. 0 0. 0 K= 5. 60 41. 5 120 42 0 8 '0" 0" 0 . 0 14 .3 HEAD 36 23. 9 1344" 0 0 8 '0" 14 .2 fps 18. 3 18.3 0.24 gpm/sq ft 1. 380" 0 0 0" 0.307 2 . 5 0.0 K= 5. 60 65. 4 120 42 0 810" 0" 0. 0 18.3 HEAD 37 25. 5 11.�" 0 0 810" 14 . 5 fps 20. 7 20.7 0.26 gpm/sq ft 1. 610" 0 0 0" 0 .266 2 . 1 0.0 K= 5. 60 91 . 0 120 42 0 81 0" 0" 0. 0 20.7 CONTINUED 22.9 psi TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 34 TO A3 CONTINUED HEAD 38 26. 8 11-�" 0 0 8 ' 0" 18 .7 fps 22 . 9 22 . 9 0.27 gpm/sq ft 1. 610" 0 0 0" 0.429 3.4 0. 0 K= 5. 60 117.7 120 42 0 8 ' 0" 0" 0. 0 22 .9 HEAD 39 28.7 11 0 0 610" 23.3 fps 26.3 26.3 0.29 gpm/sq ft 1 . 610" 1 0 810" 0. 643 9. 0 0.0 K= 5. 60 146.5 120 42 0 14 ' Off 0" 0 . 0 26.3 REF 64 127. 9 2" 0 0 7" 26.5 fps 35.3 PATH 8 2. 067" 1 0 1010" 0 . 608 6.4 K= 21.52 274 .3 120 42 0 1017" 7" 0 .2 REF El 3" 0 0 410" 10. 6 fps 42 . 0 3.260" 1 0 151 0" 0 . 066 1 . 3 274 .3 120 44 0 1910" 0" 0. 0 REF A3 274.3 gpm PATH 3 K= 41.73 43.2 psi PATH 4 FROM HYDRAULIC REFERENCE 45 TO B2 HEAD 45 20.7 1" 0 0 610" 7 . 8 fps 13.7 13.7 0.21 gpm/sq ft 1 . 049" 0 0 0" 0. 139 0. 8 0. 0 K= 5. 60 20. 7 120 42 0 6'0" 0" 0 . 0 13. 7 HEAD 46 21 .3 1" 0 0 8 ' 0" 15. 8 fps 14 .5 14 . 5 0 .22 gpm/sq ft 1 .049" 0 0 0" 0. 515 4 .1 0. 0 K= 5. 60 42. 1 120 42 0 810" 0" 0. 0 14 . 5 HEAD 47 24 .2 11W 0 0 810" 10 . 5 fps 18 . 6 18 . 6 0.24 gpm/sq ft 1 . 610" 0 0 0if0. 148 1 .2 0. 0 K= 5. 60 66.2 120 42 0 810" 0" 0. 0 18 . 6 HEAD 48 24. 9 13,�" 0 0 8 '0" 14 .5 fps 19.8 19. 8 0 .25 gpm/sq ft 1. 610" 0 0 0" 0 .267 2 . 1 0 . 0 K= 5. 60 91 .2 120 42 0 810" 0" 0. 0 19. 8 CONTINUED 22.0 psi TRIDENT ,SEAFOOD Drawing Date,9/29/05 11/ 2/05 10.16 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 45 TO B2 CONTINUED HEAD 49 26.2 1&�" 0 0 8 ' 0" 18 . 7 fps 22.0 22 .0 0.27 gpm/sq ft 1. 610" 0 0 0" 0 . 427 3 .4 0. 0 K= 5. 60 117.4 120 42 0 8 ' 0" 0" 0.0 22 . 0 HEAD 50 28 .2 1r1" 0 0 1 ' 1" 23.2 fps 25.4 25. 4 0.28 gpm/sq ft 1. 610" 1 0 8 ' 0" 0. 636 5.8 0. 0 K= 5. 60 145. 6 120 42 0 91 1" O" 0.0 25. 4 REF 60 102.3 2" 0 0 111" 23. 9 fps 31.1 PATH 10 2 .067" 1 0 1 Oro" 0.504 5. 6 K= 18. 34 248. 0 120 42 0 1111" 1 '1" 0.5 REF B1 3" 0 0 1012" 9. 6 fps 37 .2 3.260" 0 0 0" 0 .055 0. 6 248. 0 120 44 0 1012" 0" 0.0 REF B2 248.0 gpm PATH 4 K= 40.36 37.7 psi PATH 5 FROM HYDRAULIC REFERENCE 12 TO 61 HEAD 12 21 . 0 1" 0 0 81 0" 7. 9 fps 14 . 1 14. 1 0.21 gpm/sq ft 1. 049" 0 0 0" 0.143 1.1 0. 0 K= 5 . 60 22 . 0 120 42 0 8 '0" 0" 0 . 0 14 . 1 HEAD 13 21.9 1" 0 0 8 ' 0" 16.1 fps 15.2 15.2 0.22 gpm/sq ft 1. 049" 0 0 0" D.534 4 .3 0. 0 - K= 5. 60 42 . 9 120 42 0 8 '0" 0" 0 .0 15.2 HEAD 14 24. 7 11" 0 0 8 '0" 14. 6 fps 19. 5 19.5 0.25 gpm/sq ft 1 .380" 0 0 0" 0.326 2 . 6 0. 0 K= 5. 60 67. 6 120 42 0 81 0" 0" 0.0 19. 5 HEAD 15 26.3 11, 2" 0 0 8 ' 0" 14 . 9 fps 22 . 1 22. 1 0.27 gpm/sq ft 1 . 610" 0 0 0" 0 .283 2.3 0. 0 K= 5. 60 93. 9 120 42 0 810" 0" 0.0 22. 1 CONTINUED 24.4 psi TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PST/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 12 TO 61 CONTINUED HEAD 16 27 . 6 1 0 0 616" 19.3 fps 24 .4 24 .4 0.28 gpm/sq ft 1 . 610" 1 0 810" 0.455 6. 6 0.0 K= 5. 60 121. 6 120 42 0 1416" 0" 0.0 24 .4 REF 61 121. 6 gpm PATH 5 K= 21.85 31.0 psi PATH 6 FROM HYDRAULIC REFERENCE 23 TO A3 HEAD 23 21 .1 1" 0 0 81 0" 7. 9 fps 14 .2 14 .2 0.21 gpm/sq ft 1 . 049" 0 0 0" 0.144 1 .2 0.0 K= 5.60 21 . 1 120 42 0 810" 0" 0. 0 14 .2 HEAD 24 22 .0 11' 0 0 8 '0" 16.2 fps 15. 4 15. 4 0.22 gpm/sq ft 1 . 049" 0 0 0" 0.539 4 .3 0. 0 K= 5. 60 43 . 1 120 42 0 810" 0" 0.0 15. 4 HEAD 25 24. 9 114" 0 0 810" 14 . 7 fps 19. 7 19. 7 0.25 gpm/sq ft 1 .380" 0 0 0" 0.329 2 . 6 0. 0 K= 5. 60 68. 0 120 42 0 810" 0" 0. 0 19. 7 HEAD 26 26.5 1 0 0 810" 15.0 fps 22 . 3 22.3 0.27 gpm/sq ft 1. 610" 0 0 0" 0 .285 2 .3 0 . 0 K= 5. 60 94 . 4 120 42 0 810" 0" 0. 0 22.3 HEAD 27 27 .8 11-�" 0 0 810" 19.4 fps 24 . 6 24 . 6 0.28 gpm/sq ft 1 . 610" 0 0 0" 0. 460 3 . 7 0. 0 - K= 5. 60 122.2 120 42 0 800" 0" 0. 0 24.6 HEAD 28 29. 8 1;,�" 0 0 210" 24.2 fps 28 . 3 28 .3 0.30 gpm/sq ft 1 . 610" 1 0 810" 0 . 688 6. 9 0. 0 K= 5. 60 152 .0 120 42 0 1010" 0" 0. 0 28. 3 REF 63 122.1 2" 0 0 7" 26. 5 fps 35.2 PATH 7 2 . 067" 1 0 1010" 0. 607 6. 4 K= 20. 5$ 274 . 1 120 42 0 1017" 7" 0.2 CONTINUED 41.8 psi TRIDENT SEAFOOD Drawing Date:9/29/05 ll/ 2/05 10:16 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrbp PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 23 TO A3 CONTINUED REF Dl 3" 0 0 6'0" 10. 6 fps 41. 8 3.260" 1 0 1510" 0.066 1.4 274 . 1 120 44 0 21 '0" 0" 0. 0 REF A3 274.1 gpm PATH 6 K= 41. 69 43.2 psi PATH 7 FROM HYDRAULIC REFERENCE 29 TO 63 HEAD 29 20. 3 1" 0 0 611" 7 . 6 fps 13.1 13 .1 0 .21 gpm/sq ft 1.049" 0 0 0" 0. 134 0. 8 0 . 0 K= 5 . 60 20. 3 120 42 0 6' 1" 10" 0. 4 13 . 1 HEAD 30 21.2 1" 0 0 811" 15. 6 fps 14.3 14 . 3 0.21 gpm/sq ft 1.049" 0 0 0" 0 .502 4. 1 0.0 K= 5. 60 41.5 120 42 0 811" 1'2" 0. 5 14 .3 HEAD 31 24.3 11,4" 0 0 8 '1" 14 .3 fps 18. 9 18 . 9 0.25 gpm/sq ft 1 . 380" 0 0 0" 0.310 2.5 0. 0 K= 5. 60 65. 8 120 42 0 81 1" 112" 0. 5 18 . 9 HEAD 32 26.2 1;�" 4 0 9' 0" 14 . 6 fps 21 . 9 21 . 9 0.26 gpm/sq ft 1 . 610" 0 0 1610" 0.272 6. 8 -0.0 K= 5. 60 92.0 120 42 0 25' 0" 2" 0. 1 21 . 9 HEAD 33 30. 0 13,�" 0 0 610" 19. 4 fps 28 . 8 28 . 8 0. 30 gpm/sq ft 1 . 610" 1 0 8 ' oft 0 . 459 6.4 0 .0 K= 5. 60 122 . 1 120 42 0 1410" 0" 0. 0 28 .8 REF 63 122.1 gpm PATH 7 K= 20.58 35.2 psi PATH 8 FROM HYDRAULIC REFERENCE 40 TO 64 HEAD 40 20 . 3 1" 0 0 813" 7 . 6 fps 13.2 13.2 0 .21 gpm/sq ft 1.. 049" 0 0 0" 0.134 1 . 1 -0. 0 K= 5. 60 20 . 3 120 42 0 813" 212" 0. 9 13.2 CONTINUED 15.2 psi ,TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 40 TO 64 CONTINUED HEAD 41 21 . 8 1" 0 0 813" 15.8 fps 15.2 15.2 0.22 gpm/sq ft 1 . 049" 0 0 0" 0. 517 4 . 3 -0. 0 K= 5. 60 42 .2 120 42 0 8 '3" 212" 0. 9 15.2 HEAD 42 25. 3 11'4'" 4 0 912" 14 . 6 fps 20. 4 20. 4 0.26 gpm/sq ft 1.380" 0 0 1210" 0.325 6. 9 0.0 K= 5. 60 67. 5 120 42 0 21 '2" 114" 0. 6 20. 4 HEAD 43 29. 6 1=g" 0 0 8 ' 0" 15.4 fps 27. 9 27. 9 0.30 gpm/sq ft 1. 610" 0 0 0" 0. 300 2 . 4 0. 0 K= 5. 60 97 . 1 120 42 0 8' 0" 0" 0.0 27 . 9 HEAD 44 30. 8 1�" 0 0 210" 20 .4 fps 30. 3 30. 3 0.31 gpm/sq ft 1 . 610" 1 0 81 0" 0. 500 5.0 0. 0 K= 5. 60 127. 9 120 42 0 1010" 0" 0.0 30.3 REF 64 127 . 9 gpm PATH 8 K= 21.52 35.3 psi PATH 9 FROM HYDRAULIC REFERENCE I TO 62 HEAD 1 22 . 5 1" 0 0 8 ' 0" 8 .4 fps 16.2 16.2 0.23 gpm/sq ft 1. 049" 0 0 0" 0. 162 1.3 0. 0 K= 5. 60 22 .5 120 42 0 810" 0" 0. 0 16.2 HEAD 2 23.4 1" 0 0 8 '0" 17 .2 fps 17 . 5 17. 5 0.24 gpm/sq ft 1 . 049" 0 0 0" 0. 605 4 . 8 0 . 0 K= 5. 60 45. 9 120 42 0 8 '0" 0" 0. 0 17.5 HEAD 3 26. 4 1114" 0 0 8 '0" 15.7 fps 22 .3 22.3 0.27 gpm/sq ft 1 .380" 0 0 0" 0.369 3.0 0.0 K= 5. 60 72 . 4 120 42 0 8 ' 0" 0" 0. 0 22 .3 HEAD 4 28 . 1 13z" 0 0 8 ' 0" 16.0 fps 25.3 25.3 0.28 gpm/sq ft 1 . 610" 0 0 0" 0 .320 2. 6 0.0 K= 5 . 60 100 . 5 120 42 0 8 ' 0" 0" 0 . 0 25.3 CONTINUED 27.8 psi ,TRIDENT SEAFOOD Drawing Date:9/29/05 11/ 2/05 10:16 REMOTE AREA #1 PAGE 9 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD .HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 1 TO 62 CONTINUED HEAD 5 29 . 5 11"�" 0 0 2 ' 6" 20.7 fps 27 . 8 27 .8 0 . 30 gpm/sq ft 1 . 610" 1 0 81 0" 0.516 5. 4 0.0 K= 5. 60 130. 0 120 42 0 1016" 0" 0. 0 27. 8 REF 62 130.0 gpm PATH 9 K= 22.56 33.2 psi PATH 10 FROM HYDRAULIC REFERENCE 51 TO 60 HEAD 51 22 . 9 1" 0 0 810" 8 . 6 fps 16. 8 16. 8 0 .23 gpm/sq ft 1 . 049" 0 0 0" 0. 168 1 . 3 0. 0 K= 5. 60 22. 9 120 42 0 8 ' 0" 0" 0. 0 16. 8 HEAD 52 23. 8 1" 0 0 8 ' 0" 17 .5 fps 18. 1 18 . 1 0.24 gpm/sq ft 1 . 049" 0 0 0" 0. 626 5. 0 0.0 K= 5. 60 46.8 120 42 0 810" 0" 0. 0 18 . 1 HEAD 53 26. 9 11�" 0 0 8 ' 0" 16. 0 fps 23 . 1 23. 1 0.27 gpm/sq ft 1 .380" 0 0 0" 0 .382 3. 1 0 .0 K= 5. 60 73. 7 120 42 0 81 0" 0" 0.0 23. 1 HEAD 54 28 . 7 11'z" 0 0 6' 11" 16.3 fps 26.2 26.2 0.29 gpm/sq ft 1 . 610" 1 0 810" 0 .331 5. 0 0 . 0 K= 5 . 60 102 . 3 120 42 0 14 ' 11" 0" 0. 0 26.2 REF 60 102.3 gpm PATH 10 K= 18.34 31.1 psi t 1 ' 011 { 2 1 /2" HOSE CONNECTION 3'0" ABOVE DOCK „ ., , 0 N Y �I n O .. 4x2 1 /2" MECH. TEE f � 4" DRY STANDPIP SUPPLY BELOW DOCK x row enema tsiaots Hose Volvo Dot it commercial Fire Protection Trident Seafood Yt.Vernon. We Anaoortee.11A m r riea trr .�« awi. 980-848-1082 MIML­4 SKI 2'-0' 17-4' 24'-4 ' 29'-3' 1V-3' o > OUT THROUGH WALL 8' ABOVE SECOND FLOOR DECK SEE DOCK PLAN p m FOR CONTINUATION 2 K m L COLUMN I I 4 o-s © �l< ❑❑❑ W�{Q� Flew G7n/ Syyl�m) , N - 1 —Lew Aic— I I r ! FLOOR DECK 19'2Y5' ABOVE FIRST I _ I aMgec- IJ r I —5vpetvtsar� Ttir�S�, a�ll�re5lu�,t TOP BEAM CLAMP 1 W/RETAINING STRAP I I 1/2' -6' & 8' PIPE , I I •, I I I 1 I I SUPPORT TOP CHORD OF BAR JOIST I , K ' - - _� -- - - - - - - - - - - - _ - ! -^ �� - - - -- I 1 i . .. XIST STEEL BAR JOIST __ I t 1 e I I 1/2' A.T.R.-6' & 8' PIPE 1 !' I ( i RING HANGERC06 —^ I I BULK I I I t.otiura p I TYPICAL MAW HANGER INSIDE PROCESS BUILDING MAIN I PROVIDE N . T.S. I e HANGER AT - - EACH I � JOIST � II I ( ; X. I I o I el I I I I , I r I I N 1 I I I I t { I I I I TO 17'-1n SECOND FLOO I ° N _ L FIELD I ORDER CONNECTION TO RISER I I I I i TO SECOND TO CLEAR BEAM`` F ITT II I O I I 1 I I I 1 N I t - - - I p I I Cp I 1 7 . ' Or e p CONECTION ON FIRST FLOOR EXISTING RISER ROOM e n, l 1/8., 1 ,0„ I — �xb�OURLINL _ RISER FROM FIRST IN ---- wtk.. CORNER OF OFFICE ) ' 1 STORAGE ROOM I CIT L I /,\•a � i I I I IY OF ,p ❑ P I / —N4w valve Z = gyp 5velwrvlsQ�l1 I "ti iT ew NO. - ADDRESS;_� �Q�3 1'-2 - - APPROVED BY- SUPPLY MAIN THRO GH EXISTING PROCESS B LDING I SUBJECT TO FIELD tNSPEc^,T10N. OVERSIOt-j 1 9 3 3 2 O,,„ 5 3 T OR VIOLATION OF CODE iS NOT INCLUDED, 7 N NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN DATE DESCRIPTION BY TRIDENT SEAFOOD AREA 1 COMMERCIAL FIRE PROTECTION PERMIT ND" O DOCK RENOVATION CONTRACT NO, P. 0. B, 128 ANACORTES, WA APPROVAL w 8 SPRD4KCAD DRAWN BY D.YATES �4 MT. VERNON, WA SCALE � 2' 4' 6' 8' 10' 12' 14' 16' 18' 4 4 360- 848- 1072 DATE 9/29/05 r CONTRACTOR: REVISED ., PLOT FP 3 __-_. TID nI �J 23 W—&JAlo IL C� T October 25, 2002 Dry Systems 120 a a MAW M MODEL F-1 DRY VALVE 1. PRODUCT NAME 4"&6"Trim Package:Part No.08395 VIKING MODEL F-1 DRY VALVE (galvanized steel) For use when the Model F-1 Dry 3"(80 mm)Available since 1997 4" 100 mm)Available since 1993 Valve is used on systems with fresh 6"(150 mm)Available since 1994 water supplies. Flange Inlet with Flange Outlet 2 TI odel F-1 Dry Valve FOAM SYSTEM RIM PACKAGE: Flange Inlet with Groove Outlet 3"Trim Package: Part No. 10159 2. MANUFACTURER 4"&6"Trim Package:Part No.08396 For use when the Model F-1 Dry THE VIKING CORPORATION Valve is used on pre-mixed foam sys- 210 N. Industrial Park Road tems. Hastings, Michigan 49058 U.S.A. 3. Model F-1 Dry Valve ACCESSORY Telephone: (269)945-9501 Package: Part No. 08397 (877)384-5464 Includes required trim components. Fax: (269)945-9599 q -- This package is needed when Viking e-mail: techsvcs@vikingcorp.com Trim Packages are not used. - 4. E-1 ACCELERATOR AND B-1 3. PRODUCT DESCRIPTION ANTI-FLOOD ASSEMBLY PACK- The Viking Model F-1 Dry Pipe Valve is a AGE: Part No. 08116 Includes: latching differential valve used to sepa- Model E-1 Accelerator and rate the water supply from the dry pipe MODEL F-1 DRY VALVE APPROVAL CHART Model B-1 Anti-flood Device. sprinkler system.The valve combines a Valve Size uL' uLC FM2 NYC' 5. E-1 ACCELERATOR TRIM KIT: positive latching clapper and air plate 3°Model F-1 Yes Yes Yes Yes Part No. 08264 (galvanized steel) assembly,with a differential air to water 4"Model F-1 Yes Yes I Yes Yes Package includes trim components seat design.The latching clapper and11 `,,-, s Model F-1 Yes Yes Yes Yes and air gauge required to install the u plate assembly provides a positive s,', L Listed,Guide BPZV,Control No.958A. Viking Model E-1 Accelerator and chanical seal for the air pressure in the 2consult FM Approval Guide for acceptable applications. B-1 Anti-flood Device. dry pipe system.The differential design 3Accepted by City of New York Department of Buildings 6. E-1 ACCELERATOR FOAM SYS- allows an air supply of moderate pres- MFA 89-92-c Vol.22. TEM TRIM KIT: Part No. 08400 sure to control a higher water supply Package includes trim components pressure. When the air pressure in the required when the Viking Model E-1 dry pipe system is lowered sufficiently to CHART 7 Accelerator and B-1 Anti-flood De- Valve Inlet Outlet Friction Cv Shipping destroy the pressure differential, the size Tye Type Loss" Factor Weight P'" vice are installed on pre-mixed foam valve opens allowing water to enter the 3 Flange Flange aft' B00 1301bs 09441 systems. dry pipe Y 80 mm) 0,91 m) 59 k d i e system. 3" 31. 125lba Additional accessories are available Flange Groove 800 09446 Bo mm 0,91 m 57 k The valve is also designed to operate a and may a require or operation orsu- water motor alarm and/or an electric (1004mm) Flange Flange (,52m) 821 (59kg)130 lice 07628 pervision. Refer to the system descrip- ressure alarm switch. 4�. Flange Groo. s2 821 (57 k) 07627 tion for complete operating trim require- lbe The ,00 mm) (1,52 m 57 k) p p 9 q The Viking accelerator with external 6" 0 ft. 1971hs Flange Flange 49. 780 08464 men s. (150 mm) (14,9 m) (89 kg) Anti-flood Device can be used to speed 6" 49.Oft. 841hs 6. AVAILABILITY & SERVICE the operation of the valve on large ca- Flange Groove 780 0849, (150 mm) (,4,9 rn (84k) pacity systems or where faster action is ExZeesgedinequivalent lengh f chedule40pipebasedan The Viking Model F-1 Dry Pipe Valve required. and accessories are available through a network of domestic, Canadian, and in- 4. TECHNICAL DATA The following Viking Model F-t Dry Valves are ternational distributors. See the Viking available outside North America with Oangesdrilled LISTINGS AND APPROVALS according to European PIN l0specifications". Corp.Web site for a local distributor or See Approval Chart Valve Inlet Outlet Friction cv tkg) ng PIN contact The Viking Corporation. pp Size Type Type Loss" Factor t Rated to 175 PSI (1 207 kPa) Water 3' Flange Flange aft 800 . 09441 7. GUARANTEES Workin Pressure. BO mm 0,9,m 9 3" 3 ft. s Factory tested hydrostatically at 350 PSI 80 mm Flange Gr°°a 091 nn BOO 09446 For details of warranty, refer to Viking's (2 413 kPa with the cla per o en. °" Flange Flange 5ft. 821 s 07628 current list rice schedule or contact Vi- ) pp p (100 mm (1,52 m) ) p Air pressure to water pressure area dif- 4" Flange Gr°oe 5ft. 821 s 07627king directly. mm 1,52 m )ferential:Approximately 6 to 1. 6" 49.0 s $. OPERATION (Refer to Figure 2.) Standard Flan a Connections Flange Flange 780084649 56mm) sANSI B16.1. 50mm F'�� GrOOe 149m 780 08491 The clapper (5) and air plate (11) as- Standard Groove Connections. Expressed)nequlvalem length ofschedule40pipe based on semblies combine to form a floating ANSI/AWWAC606 "aza"BWlatersandthicformula:C=12°. member assembly.With the Flange diametersImms and thickness are manufactured to ANSI B16.1 Y• Dry Valve is painted red for identification specification and dimensions. sembly (5) latched closed, system air purposes. pressure forces the member assembly MATERIAL STANDARDS down, sealing the water seat(16) from Material Specifications: 5. ACCESSORIES the intermediate chamber. When a Refer to TABLE 2 1. Model F-1 Dry Valve CONVEN- sprinkler operates, the system air pres- TIONAL TRIM PACKAGE: sure is reduced.When system air pres- 3" Trim Package: Part No. 10158 sure is reduced to the differential trip- (galvanized steel) ping point of the valve, water supply Note:Units of measure in parentheses may be approximations. Replaces page 120 a-h, dated April 15, 2002. (Corrected Form No. F 070392 Friction Loss and added Cv Factor and updated area code.) Dry Systems 120 b October 25, 2002 MODEL F-1 DRY VALVE pressure in the inlet chamber lifts the tems of certain capacities. Refer to In- Prior to installing the valve, thoroughly member assembly off the water seat stallation Standards and Authorities flush the water supply piping to verify (16) and flows into the intermediate Having Jurisdiction. If an accelerator is that no foreign matter is present. chamber. As the member assembly to be installed, verify that the appropri- 9-A. General Installation Instructions continues to rise,the latching hook(15) ate Trim Chart is used. is forced against operating pin (23), which causes the hook (15)to pivot on hook rod (6b) and unlatch the clapper. table 2 The clapper is spring loaded and swings For use with Figure 2 to a full-open locked position (See Part Number No.Req'd Figure 2A). Item No. Description Material — - When equipped with the optional Accel- 3' F-1 4"F-1 6"F-1 3° a° 6- erator and external Anti-flood Device, a 1 — — — Housing Ductile Iron:65-45-12 1 1 1 drop in system air pressure causes the 2 07641 07641 07641 Latch Brass:UNS-C84400 1 1 1 Accelerator to operate.Operation of the 3 08449 08449 08449 Latch Pin Brass:UNS-C36000 1 1 Accelerator causes the Anti-flood De- 4 - - - 1/i'NPT Pipe Plug Steel 1 1 1 vice to open allowing system air pres- clapper Assembly Ductile Iron:65 45-12 1 1 1 sure to enter the dry valve intermediate 5 * (includes bushings) Teflon®Coated Steel 2 2 1 2 chamber.This immediately destroys the 6a 07654 07654 07654 Clapper Rod Brass:UNS-C36000 1 1 pressure differential, causing the mem- 6b 07654 o7ssa 07654 Hook Rod Brass:UNS-C36000 1 1 1 ber assembly to rise faster. The intermediate chamber is normally at 7 05369A os3ssA 05369A Retaining Ring Stn.Stl.:UNS-S15700 6 6 6 atmospheric pressure and is connected s o7s3a o7s3a osaso Clapper Arm Ass'y Ductile Iron:65-45-12 1 1 1 to the alarm line. When the valve trips, (includes bushings) Teflon®Coated Steel 4 4 4 the intermediate chamber and alarm line 9 07658 07658 07658 Spring Type 302 Stn.Stl.Wire 1 1, 1 are pressurized with system water pres- 10 07655 07655 07655 Clapper Arm Rod Brass:UNS-C36000 1 1 j 1 sure,activating alarms connected to the 11 * * Air Plate Ass'y Ductile Iron:65-45-12 1 1 1 dry valve trim. (includes bushings) Teflon®Coated Steel 4 4 4 9. INSTALLATION Nylon Reinforced 12 07650 07650 08477 Diaphragm Neoprene 1 1 1 For proper operation and approval, the 13 07649 07649 08478 Diaphragm Retainer j Ductile Iron:65-45-12 1 1 1 valve must be trimmed in accordance with Viking Model F-1 Dry Valve Trim H.H.C.Screw Charts. 14 — — — 3/8"-16 x 3/4" Steel:Zinc Plated 10 10 12 The Model F-1 Dry Valve must be in- (19,0 mm)Lg. stalled in the vertical position as shown 15 07935 07935 07935 Hook Ass'y Ductile Iron:65-45-12 1 1 1 In Figure 2. (includes bushings) Teflon®Coated Steel 2 2 2 Air or nitrogen supply to the dry pipe sys- 16 — — — water seat Brass:UNS-C84400 1 1 1 j tem must be clean, dry, and oil free. H.H.C.Screw Automatic air supplies must be regu- 17 — — — 3/8"-16 x 112" Stn.Stl.:UNS-S30400 1 1 1 lated, restricted, and from a continuous (12,7 mm)Lg. J source. A Viking Air Maintenance De- 18 07659 07659 07659 Rubber Retainer Stn.StI.:UNS-S30400 1 1 1 vice should be installed on each system 19 07651 07651 08487 Clapper Rubber Ethylene Propylene 1 1 1 equipped with an automatic air supply. 20 * Air Seat Brass:UNS-C84400 1 1 1 Never exceed 60 PSI (414 kPa) pres- 5/8"-11 x 2" sure in the system piping with the dry 21 02079A 02079A 02079A (50,8 mm)Lg. Steel 14 114 16 valve clapper closed. H.H.C.Screw The dry valve must be installed in an 22 — — — Base Ductile Iron:65-45-12 1 1 1 area not subject to freezing tempera- Soc.Set Screw Ass'y tures or physical damage. If required, 23 08056 08056 08056 1/z'-13 x 1" Brass:UNS-C36000 1 1 1 provide a valve house (enclosure)with (25,4 mm)Lg. adequate heat around the dry valve and 24 05436C 05436C 05436C Cover Ductile Iron:65-45-12 1 T11 trim. Freezing temperatures and/or ex- 25 04187B 04187B 04187B Cover Gasket SBR Garlok 181 1 cessive pressure will damage the dry --Indicates part is not available from Viking. valve member assembly. *Indicates part is available in a Sub-Assembly.See Sub-Assembly List. When corrosive atmospheres and/or SUB-ASSEMBLIES contaminated water supplies are pres- Item Part Number No.Req'd ent,it is the owner's responsibility to ver- Nos. 3 a" 6" Sub-Assembly Description 3" a" s" ify compatibility with the Model F-1 Dry Included Valve and associated equipment. 5-15, 08230 08230 08473 Replacement Member Sub-Assembly 1 1 1 Consider installation of the Viking Accel- 17-20 erator and Anti-flood Device. An accel- 11214, 08323 08323 08489 Replacement Air Plate Sub-Assembly 1 1 1 erator(quick opening device)is recom- mended on all differential dry pipe 18,19 08324 08324 08490 Replacement Clapper Sub-Assembly valves and is required on dry pipe sys- - - October 25, 2002 Dry Systems 120 c o , MODEL F-1 :G DRY VALVE 1.Verify that necessary Trim Charts and vided with the Trim Package and the the Model E-1 Accelerator Trim Technical Data for the dry valve and Viking Engineering and Design Data Chart. associated equipment are available. book.The Model F-1 Dry Valve must b. The Viking external Anti-flood De- l. Remove all plastic thread protectors be installed in the vertical position. vice is required when a Viking Ac- from the openings of the dry valve. 5. When installing a Viking Accelerator celerator is installed on a Dry 3. Apply a small amount of pipe-joint and Anti-flood Device in conjunction Valve according to the Model E-1 compound or tape to the external with the Model F-1 Dry Valve,refer to Accelerator Trim Chart. threads of all pipe connections re- the appropriate Viking E-1 Accelera- Hydrostatic Test: quired. Take care not to allow any for Trim Chart provided with the Ac- Caution: The dry valve clapper must be compound, tape, or other foreign celerator Trim Package and the Vi- latched open during performance of the matter inside any of the nipples or king Engineering and Design Data hydrostatic test. openings of the dry valve ortrim com- book. Do not perform a 200 PSI (1 379 kPa) ponents. a. When a Viking Accelerator is in- hydrostatic system test with the dry 4. Install the Model F-1 Dry Valve and stalled on the Model F-1 Dry valve clapper in the closed (set) posi- trim piping according to the current Valve, the dry system air supply tion. Model F-1 Dry Valve Trim Chart pro- must be connected as shown on Never exceed 60 PSI(414 kPa)air Ares- sure in the system piping with the dry valve clapper closed. a� DO NOT expose the Viking Accelerator to the hydrostatic test.For warnings and Cutlet C considerations regarding hydrostatic testing of the Viking Accelerator and --- --- / other system components, refer to Technical Data forthe equipment used. 3 10. PLACING DRY VALVE IN ��s�— �� 2 ` SERVICE (Refer to Figure 2.) 211 s When the dry pipe system is ready to be �24� - 6a) placed in service, verify that all equip- / / ment is adequately heated and pro- (15} tected to prevent freezing and physical damage. 23 � - � _fi 1.Verifyrovalve supplying water plying he drymain con- � 10 trot valve supplying the dry valve is 7 closed. r �-_ _ 22�-„ 12 - Latch y ) 21 Clapper Arm 14�} 19 Intermediate Hook, Chamber 16 �8 17 Figure 2 Inlet Chamber Dry Valve Fig.2-A size Model A B c D E F G -_— 3" 18-1/4" 7" 12-1/2" 10" 23" 34-1/2" (80 mm) F 1 (464 mm) (178 mm) (318 mm) (254 mm) (584 mm) (876 mm) 4" F 1 18-1/4" 7" 12-1/2" 10" 12" 23" 34-1/2" (100 mm) (464 mm) (178 mm) (318 mm) (254 mm) (305 mm) (584 mm) (876 mm) � r n 6" 20-1/16" 7-5/16" 14" 10" 14-3/4" 23" 36" (150 mm) F 1 (510 mm) (186 mm) (356 mm) (254 mm) (375 mm) (584 mm) (914 mm) � Dry Valve Fig.2-13 Dry Valve you t o Resetting IT, o Tool I \ r ter_ Pd Optlei Valve Top Vlew Flanged OAU l Valve =* Dry Valve Fig.2-C Figure 3 - Dry Systems 120 d October 25, 2002 E AV MODEL F-1 DRY VALVE 2.Open the main drain valve(located on Table 1 propriate wrench)the air gauge to the inlet of the dry valve). venttrapped air pressure from the 3. Drain all water from the dry pipe sys- Maximum Air Pressure Setting upper chamber. tem. If the system has operated,or if Water Pressure Minimum Maximum 13. Open the dry system air supply and water has entered the system, open establish desired system pressure. all auxiliary drains and the system PSI kPa PSI kPa PSI kPa See TABLE 1 for suggested air Ares- test valve.Allow enough time to com- sure to water pressure settings. pletely drain the system. 50 345 15 103 25 172 NEVER EXCEED 60 PSI (414 kPa) Perform steps 4 through 10tosetthedry 75 517 20 138 30 207 AIR PRESSURE. valve and/or inspect the internal operat- 14. Verify that the intermediate chamber ing parts of the dry valve. 100 690 25 172 35 241 of the dry valve is free of water. No 4. Verify that the dry pipe system is not water should flow from the drip check pressurized. 125 962 30 207 45 310 When the plunger is pushed. 5.Use a 15/16"wrench to loosen and re- 150 1034 35 241 50 345 15. If equipped with a Viking Accelerator move hand-hole cover bolts(21).Re- and external Anti-flood Device: move hand-hole cover(24). 175 1207 45 310 60 414 When pressure on the accelerator air Caution: Clapper arm assembly(8)and pressure gauge equals the system clapper assembly(5)are spring loaded b. Move the clapper arm assembly set pressure, OPEN and secure the to open. NEVER place hands inside the (8) down toward the horizontal '/2'(15 mm)anti-flood isolation valve. dry valve if the clapper assembly is position(see Figure 2B). 16. Slowly open the water supply main latched closed. c. While holding spring loaded clap- control valve. To release a latched clapper assembly per arm assembly (8) down, in- 17.When flow is developed from the main for service: sert the re-setting tool through the drain, CLOSE the main drain valve. a. Insert the re-setting tool through hole in hook assembly (15), 18. Fully open the water supply main the hole in hook assembly (15), across the fulcrum cast on top of control valve. across the fulcrum cast on top of clapper arm assembly(8)until the 19. Secure all valves in their normal oper- re-settin tool contacts the stop-assembly(8)until the g P ating position. re-setting tool contacts the stop- ping boss as shown in Figure 2-C. 20. Notify Authorities Having Jurisdiction ping boss on top of clapper arm d. Apply a sharp upward force at the and those in the affected area that assembly(8)(see Figure 2C). end of the re-setting tool. Hook the system is in service. b. Apply a downward force on the (15) will slide forward on the end (outside the valve) of the re-setting bar and latch the clap- 11. INSPECTIONS and TESTS re-setting tool. Hook assembly per closed with a positive setting NOTICE: The owner is responsible for (15) will slide toward the action(see Figure 2C). maintaining the fire protection system hand-hole and off clapper arm as- 8. Priming water is not required and may and devices in proper operating condi- sembly (8). Clapper arm assem- not be desirable where clean, good tion. bly (8) and clapper assembly(5) quality fresh water is not available. If The Viking Model F-1 Dry Valve and trim will forcefully open, impact priming water is desired, fill the dry must be kept free of foreign matter, against latch(2),and latch in the valve with water to the bottom of the freezing conditions, corrosive atmo- open position. hand-hole. spheres, contaminated water supplies, Note: Inspection and cleaning proce- a.Verify that the intermediate cham- and any condition that could impair its dure step 6 below is considered part of ber of the dry valve is free of wa- operation or damage the device. the annual trip test. ter.No water should flow from the It is imperative that the system be in- 6. Inspect and clean the internal parts of drip check when the plunger is spected and tested on a regular basis. the valve.Give special consideration pushed. The frequency of the inspections may to the water seat (16), air seat (20) 9• Visually inspect hand-hole cover gas- vary due to contaminated water sup- and clapper rubber(19). Wipe away ket(25).Verify that it is in good condi- plies, corrosive water supplies, corro- tion. all contaminants, dirt, and mineral sive atmospheres, as well as the condi- deposits. Do not use solvents or ab- 10. Re-install hand-hole cover(24),gas- tion of the air supply to the system. For l ket (25), and hand-hole cover bolts rasives. minimum maintenance and inspection Operate all parts to test freedom of 11 Close all auxiliary drains,the system requirements, refer to the National Fire . movement. Renew or replace dam- test valve, and the priming water Protection Association's pamphlet that aged or worn parts as required. describes care and maintenance of Caution: NEVER apply any lubricant to level test valve on the dry valve trim. sprinkler systems. In addition, the Au- seats,gaskets,or an internal operating The main drain(located on the inlet of p y 9 Y p 9 thority Having Jurisdiction may have ad- arts of the d valve. Petroleum based the dry valve)should remain open. p dry 12. If equipped with a Viking Accelerator ditional maintenance, testing, and in- grease or oil will damage rubber compo- and external Anti-flood Device: spection requirements that must be fol- nents and may prevent proper operation a. Close the %" (15 mm) anti-flood lowed. of the dry valve. isolation valve. WARNING: Any system maintenance 7. To set the dry valve clapper. b.Observe the air pressure gauge on which involves placing a control valve or Refer to figures 2, 2A,2B, and 2C. top of the accelerator.The gauge detection system out of service may a. Raise the latch (2) to release must read zero before the accel- eliminate the fire protection capabilities spring loaded clapper arm as- erator will automatically reset. It of that system. Prior to proceeding, no- sembly(8)from the latched open may be necessary to loosen, re- tify all Authorities Having Jurisdiction. position. move, and re-install (use the ap- Consideration should be given to em- October 25, 2002 Dry Systems 120 e N411UW4j_, MODEL F-1 Jill DRY VALVE ployment of a fire patrol in the affected interrupted. the water supply is detected,take ap- areas. (See Dry Valve Trim Cart.) propriate steps to restore adequate 11-A. INSPECTION 2. Fully open the main drain(located on water supply. Weekly inspection is recommended. If the base of the dry valve) to flush 9. Verify that normal water supply pres- the system is equipped with a low air(or away any accumulation of foreign sure and system pneumatic pressure nitrogen) alarm, monthly inspections material. have been restored, and that all may be adequate. 3. Close the main drain. alarm devices and valves are se- 1. Check pressure gauges located on 4.To test the local electric alarm(if pro- cured in normal operating position. the supply side and system side of vided)and/or mechanical water mo- 10. Notify the Authority Having Jurisdic- the dry valve. Verify that the proper for gong (if provided), OPEN the tion that the test is complete. Record ratio of air (or nitrogen) pressure to alarm test valve in the dry valve trim. and/or provide notification of test re- water supply pressure is being main- a. Electric alarm pressure switches sults as required by the Authority tained. Refer to TABLE 1. (if provided)should activate. Having Jurisdiction. 2. Verify that the intermediate chamber b.Electric local alarms should be au- 11-B.3: Priming Water Level, and of the dry valve is free of water. No dible. Low Air Alarm Test water should flow from the drip check c.The local water motor gong should Quarterly testing is recommended to when the plunger is pushed. be audible. verify thatwater is not present above the 3. If equipped with a Viking Accelerator: d.Verify that(if provided)remote sta- Priming Level Test Valve in the dry valve a. Check the air pressure gauge lo- tion alarm signals were received. trim. cated on the top of the Accelera- 5. When testing is complete, close the Quarterly testing of low air alarms is rec- tor. Air pressure in the upper alarm test valve. ommended. chamber of the accelerator Verify: 1. Notify the Authority Having Jurisdic- should equal the pneumatic pres- a.All local alarms stop sounding and tion and those in the area affected by sure maintained in the system. alarm panels(if provided)reset. the test. Note: Standard tolerance allowance in b.All remote station alarms reset. 2. Fully open the main drain(located on pressure gauge calibration may result in c.All supply piping to water motor the base of the dry valve) to flush a slight variation when pressure read- properly drains. away any accumulation of foreign ings from any two gauges are com- 6.Verify that the alarm shut-off valve in material. pared. A difference in pressures other the dry valve trim is OPEN, and the 3. Close the main drain. than slight variation due to gauge cali- alarm test valve is CLOSED. 4. Close the water supply Main Control bration tolerance may indicate mainte- 7. Verify that the intermediate chamber Valve supplying the dry valve. nance is required. Refer to Technical of the dry valve is free of water. No 5. Open the Main Drain Valve (located Data for the accelerator used. water should flow from the drip check on the inlet of the dry valve). b. For dry systems with Viking Accel- when the plunger is pushed. If the dry valve being tested is equipped erators installed according to the 8. Notify the Authority Having Jurisdic- with a Viking Accelerator and external Viking Model E-1 Accelerator tion and those in the affected area Anti-flood Device installed according to Trim Chart, verify that the%"(15 that testing is complete. Viking Model E-1 Accelerator Trim mm) anti-flood isolation valve is 11-B.2: Main Drain Test Charts, performing steps 6 or 7 of this OPEN and secured. Quarterly performance of the Main Drain test will cause the accelerator to oper- 4. Verify that the water supply main Test is recommended and may be re- ate.A burst of air from the vent in the bot- control valve is open and all trim quired by Authorities Having Jurisdiction tom of the accelerator will indicate oper- valves are in their normal operating to verify integrity of the water supply. ation of the accelerator. However, with position. 1. Notify the Authority Having Jurisdic- the water supply Main Control Valve 5. Check for signs of mechanical dam- tion and those in the area affected by CLOSED and the Main Drain Valve age and/or corrosive activity. If de- the test. OPEN, operation of the accelerator tected, perform maintenance as re- 2.Record pressure reading from the wa- should not trip the dry valve. quired or, if necessary, replace the ter supply pressure gauge. 6.Dry Valve Priming Water Level Test: device. 3. Verify that the intermediate chamber a. Verify that the water supply main 6.Verify that dry valve and trim are ade- of the dry valve is free of water. No control valve is closed and the quately heated and protected from water should flow from the drip check main drain valve is open. freezing and physical damage. when the plunger is pushed. b. Fully open the Priming Level Test 4.Verify that the dry pipe system is pres- Valve in the dry valve trim to 11-B. QUARTERLY TESTS surized at or above the minimum check for the presence of water.If 11-B.1 Water Flow Alarm Test pressure recommended in TABLE 1 the presence of water is detected, Quarterly testing of water flow alarms is for the water supply pressure avail- the system may not have been recommended and may be required by able. properly drained.Perform steps 1 the Authority Having Jurisdiction. 5. Fully OPEN the main drain located through 3, and 11 through 15 of 1. Notify the Authority Having Jurisdic- on the base of the dry valve. paragraph 10, PLACING DRY tion and those in the area affected by 6. When a full flow is developed from the VALVE IN SERVICE, and repeat the test. main drain, record the residual pres- this Dry Valve Priming Water Note: Viking Conventional Trim pro- sure from the water supply pressure Level Test. vides a connection for installation of a gauge. c. If/when no water is detected and non-interruptible pressure switch. 7. When the test is complete,SLOWLY the test is complete, continue to Alarms and/or electric panels con- CLOSE the main drain. step 8. trolled by an alarm pressure switch 8. Compare test results with previous 7, Low Air Alarm Test: installed in that connection cannot be flow information. If deterioration of Note: Units of measure in parentheses may be approximations. Dry Systems 120 f October 25,2002 f MODEL F-1 DRY VALVE a. Verify that the water supply main away any accumulation of foreign 8. Perform steps 1 through 20 of para- control valve is closed and the material. graph 10: PLACING DRY VALVE IN main drain valve is open. 3. Close the main drain. SERVICE. b. Gradually open the Priming Level 4. Record water supply pressure and 9.Verify that the water supply main con- Test Valve in the trim of the dry system pneumatic pressure. trol valve is open,all other valves are valve to simulate operation of the 5. Open the remote system test valve to in their normal operating position. If Dry System. Observe and record simulate operation of the dry system. equipped with an external Anti-flood the pressure at which the low air Record: Device, the 1/" anti-flood isolation alarm operates. a. Elapsed time from opening of the valve must be OPEN and secured. 8. Close the Priming Level Test Valve. test valve to operation of the dry 12. DRY VALVE MAINTENANCE 9. If the dry valve being tested is valve. (See Figure 2.) equipped with a Viking Accelerator b. System pressure when the dry WARNING: Prior to servicing internal and external Anti-flood Device: valve operated. operating parts of the dry valve,take the a. Close the 'Y" (15 mm) NPT c. Elapsed time from opening of the following precautions. Anti-flood Isolation Valve. test valve to development of full 1. Close the water supply main control Note:Air will continue to flow from flow of water from the system test valve, placing the system out of ser- the accelerator after it has oper- connection. vice. ated until step "b" below is per- d. Any other information required by 2. Open the main drain located in the formed. the Authority Having Jurisdiction. base of the dry valve. b. Loosen (use the appropriate 6. Verify that alarms operate properly. 3. Close the air(or nitrogen)supply to wrench), and remove the Accel- 7. Allow water to flow from the system the dry system piping. erator Air Gauge to release pres- test connection until it appears clear 4. Relieve all pressure from the dry sys- sure from the upper chamber of and clean. tem piping. If the system has oper- the accelerator.When the accel- 8. When test is complete,close the wa- ated,open all auxiliary drains and the erator re-sets,re-install the accel- ter supply main control valve. system Test Valve to allow the sys- erator air gauge. 9. Perform steps 1 through 20 of para- tem to drain completely. 10. Perform steps 13 through 20 of para- graph 10: PLACING DRY VALVE IN 5. Use a 15/16 wrench to loosen and re- graph 10, PLACING DRY VALVE IN SERVICE. move hand-hole cover bolts(21)and SERVICE. 10.Verify that the water supply main con- remove hand-hole cover(24). 11-C. TRIP TESTS trol valve is open,and all other valves Caution: Clapper arm assembly(8)and Partial Flow Trip Tests are conducted are in their normal operating position clapper assembly(5)is spring loaded to with the water supply main control valve If equipped with an external open. NEVER place hands inside the partially closed to minimize the amount Anti-flood Device, the %" Anti-flood dry valve if the clapper assembly is of water entering the system during the Isolation Valve must be OPEN and latched closed. test. Performance of a Partial Flow Trip secured. 6. Release latched (set) clapper as- Test is recommended during11-C.2: Partial Flow Trip Test warm 1. Notify the Authority Having Jurisdic- sembly for service: weather at least annually exceptwhen a fY Y 9 a. Insert the re-setting tool through Full Flow Trip Test is conducted. Partial tion and those in the area affected by the hole in hook assembly (15), Flow Trip Tests may verify operation of the test. across the cast fulcrum on top of equipment and devices but do not simu- Note: Viking Conventional Trim pro- clapper arm assembly(8)until the late operation of the system in fire condi- vides a connection for installation of a re-setting tool contacts the stop- tions. non-interruptible pressure switch. ping boss on top of clapper arm Full Flow Trip Tests are conducted with Alarms and electric panels controlled assembly(8). the water supply main control valve fully by an alarm pressure switch installed b. Apply a downward force on the open. The dry valve is operated by in the "electric alarm panel connec- end (outside the valve) of the opening the system test valve to simu- tion", cannot be interrupted (see Dry re-setting tool. Hook assembly late the opening of sprinkler in fire con- Valve Trim Cart). (15) will slide toward the ditions. When the dry valve operates, 2. Record water supply pressure and hand-hole and off clapper arm as- the sprinkler piping will be flooded with system pneumatic pressure. sembly (8). The clapper arm as- water. 3. Fully open the main drain(located on sembly(8)and clapper assembly Performance of a Full Flow Trip Test is the base of the dry valve) to flush (5) will forcefully open, impact recommended during warm weather at away any accumulation of foreign against latch(2),and be trapped least once every three years. More fre- material. in the open position. quenttesting maybe required bythe Au- 4. CLOSE the water supply main control Caution: NEVER apply any lubricant to thority Having Jurisdiction. valve as far as possible while main- seats,gaskets,or any internal operating 11-C.1: Full Flow Trip Test taining full flow from the main drain. parts of the Dry Valve.Petroleum-based CLOSE the main drain. grease or oil will damage rubber com 1. Notify the Authority Having Jurisdic- 5. Open the priming level test valve to g g p° tion and those in the area affected by simulate operation of the system. nents and may prevent proper operation the test. Note(for records)water supply pres- of the dry valve. 6. R Note: Alarms and electric panels sure and system pneumatic pressure Recommended practice: When per- controlled by an alarm pressure forming maintenance inside the dry switch installed in the"electric alarm when the dry valve operates. valve with the clapper in the open posi- panel connection", cannot be inter- 7. CLOSE the water supply main control tion, cover the opening to prevent tools IM- rupted(see Dry Valve Trim Cart). valve and OPEN the main drain te. MEDIATELY or parts from dropping onto the seat or 2. Fully open the main drain(located on ,when testis complete. into the waterway. the base of the dry valve) to flush 7.To Remove Clapper Rubber(19): October 25, 2002 Dry Systems 120 g MODEL F-1 DRY VALVE a. Use a 9/16" wrench to remove 14. To Re-assemble the dry valve: 17-20) with screw holes in hex-head screw (17) and rubber a. Reverse disassembly procedures diaphragm (12), aligned retainer(18). a through c in step 13 above. with screw holes in inverted b.Remove clapper rubber(19)for in- b. Socket-set screw (23) will need housing (1). Use care to spection. If the clapper rubber adjustment. After the valve has align screw holes so hook shows signs of wear, such as been completely reassembled, assembly (15) properly cracking, cuts, or excessively latch the clapper in place. With a aligns with set screw(23). deep grooves where the rubber 1/4"(6,35 mm)Allen wrench,turn c-3. Position base (22) over in- contacts the air or water seat, re- the screw clockwise until it con- verted housing (1) with place the rubber. tacts the hook(24).Then,turn the member assembly (5-15 & 8.To Re-install Clapper Rubber(19): screw one complete turn coun- 17-20). Align screw holes a. Place a new clapper rubber(19), ter-clockwise.Set the system and over the center hub of rubber re- trip test the valve to verify proper so ne (15 mm) NPT trim 22) tainer(18). operation of the valve. connection "( base PT b. Position retainer(18)(with rubber 15. To Remove Hook Assembly(15): aligns with cti (15 m o NPT in place) against clapper assem- a. Remove a retaining ring (7) from trim connection in housing bly(5)as shown in figure 2. one end of hook rod(6b). (1)• c. Replace and tighten hex-head b. Slide rod(6b)out of the bushings c-4. Install hex-head screws(21) screw(17).Do not over-tighten. in air plate assembly(11)to free finger tight only. 9.To Remove Clapper Assembly(5): hook assembly(15). c-5. Cross-tighten all hex-head a.While holding spring loaded clap- c. Remove hook assembly(15). screws(21),to 90 ft. lbs.of per arm assembly (8) down, re- 16.To Re-install Hook Assembly(15): torque to evenly compress move a retaining ring(7)from one a. Reverse disassembly procedures diaphragm (12) and main- end of clapper rod(6a). a through c in step 15 above. tain proper alignment of b. Release spring loaded clapper 17. To Remove Clapper Arm Assembly member sub-assembly arm assembly (8) and allow it to (8)and Spring(9): (5-15& 17-20). latch in the open position. a. Remove a retaining ring (7) from 13.ABNORMAL CONDITIONS c. Slide rod (6a)out of clapper arm one end of clapper arm rod(10). assembly (8) to free clapper as- b. Slide clapper arm rod (10) out of 1.The valve trips when no sprinkler has sembly(5). the bushings in airplate assembly fused. d. Remove clapper assembly(5)for (11)to free clapper arm assembly Possible causes: inspection or replacement. (8) taking care to retrieve spring a. Loss of air pressure in the system. 10.To Re-install Clapper Assembly(5): (9). Suggested action:Check the sys- a. Reverse disassembly procedures c. Remove clapper arm assembly tem for leaks and check for proper a through d in step 9 above. (8),and spring(9). air supply. A Viking Air Mamte- 11.To Remove Latch (2): 18. To Re-install Clapper Arm Assembly nance Device should be installed a. Remove 1/" NPT pipe plug (4) (8): on each system equipped with an (outside of valve)to expose latch a. Reverse disassembly procedures automatic air supply. Consider pin(3). a through c in step 17 above. adding a maintenance air com- b. While holding latch (2) with one 19. To remove Diaphragm(12)and Dia- pressor. hand, remove latch pin(3). phragm Retainer(13): b. An extreme pressure surge in the c. Remove latch(2). a. Use a 9/16" wrench to remove water supply. 12. To Re-install Latch(2)and Latch Pin hex-head screws(14). Suggested action: Increase the (3),reverse disassembly procedures b. Remove diaphragm retainer(13) air pressure on the system. The a through c in step 11 above. and diaphragm (12) for replace- maximum limit is 60 PSI (414 ment. If the diaphragm rubber kPa). Disassembly and Re-assembly: shows signs of wear, such as Note: Increasing system pres- The internal member assembly of the cracking or cuts, replace the rub- sure may increase trip time of the dry valve consists of several ber diaphragm. dry valve. sub-assemblies. To service these 20.To Re-install Diaphragm(12)and Dia- 2. Water constantly passing through the sub-assemblies,it is necessary to disas- phragm Retainer(13): drip check when the valve is in the semble the dry valve. a. Reverse disassembly procedures SET position. 13. To Disassemble The Dry Valve: a and b in step 19 above. Possible causes: a. Disconnect the trim and remove b. When re-installing diaphragm re- a. water leaking over the water seat the valve from the system piping. tainer (13), cross tighten into the intermediate chamber. b. Use a 15/16" wrench to remove hex-head screws(14)to 20 ft.lbs. Suggested action: Inspect and hex-head screws (21) from base of torque for even compression of clean the water seat and clapper (22). diaphragm (12). rubber (see step 5 of paragraph c. Remove housing (1) from base c. When assembling base (22) to 10 PLACING DRY VALVE IN (22). Member assembly compo- housing(1): SERVICE). Consider replacing nents(5-15), and(17-20)are ac- c-1. Invert housing (1) on work the clapper rubber. If the water cessible for replacement. bench so holes for seat has been pitted or damaged d. When inspection and/or replace- hex-head screws (21) are by debris, it may be necessary to ment of Member assembly com- facing up. replace the base assembly. ponents is complete c-2. Position complete member b.Alarm test valve in the bypass con- Re-assemble the dry valve. sub-assembly (5-15 & nection of the dry valve trim not Dry Systems 120 h October25,2002 No, MODEL F-1 DRY VALVE tightly closed . tion.If necessary,replace the dia- c. Clapper rubber worn. Suggested action:Verify that wa- phragm. Suggested action: Replace the ter is not getting past alarm test 4. Clapper will not latch. clapper rubber. valve. Possible causes: d. Internal parts damaged by acci- 3. Air constantly passing through the a: Incorrect resetting tool. dental application of high pres- drip check when the valve is in the Suggested action: Verify that the sure. SET position. re-setting tool used is smooth and Suggested action: Replace the Possible causes: of the proper strength and diame- valve member assembly. a. Air leaking over the air seat into ter*to provide the required force 5. The valve latches but will not remain the intermediate chamber. at the appropriate angle to cause set. Suggested action: Inspect and the latching hook to slide over the Possible causes: clean the air seat and clapper rub- clapper arm when setting the dry a. Improper resetting procedure. ber (see step 5 of paragraph 10 valve. Suggested action: See para- PLACING DRY VALVE IN SER- The Viking Re-setting tool is a3/4" graph 10, PLACING DRY VALVE VICE). Consider replacing the (19mm)diameter cold rolled steel IN SERVICE. clapper rubber. If the air seat has bar 15"(381 mm)long,chamfered b. Inadequate air supply. been pitted or damaged by de- at both ends. Suggested action: See Para- bris, it may be necessary to re- b. The hook not sliding on the graph 10,PLACING DRY VALVE place the air plate assembly. re-setting tool. IN SERVICE and TABLE 1. b. Air leaking past the rubber dia- Suggested action: File or grind c. Air pressure and priming water phragm. the re-setting tool. Remove any passing through the intermediate Suggested action: Inspect the rough spots to provide a smooth chamber and out of the drip rubber diaphragm for deteriora- sliding surface and proper clear- check. ance. Suggested action: Clean the air seat and the clapper rubber. Re- place the clapper rubber,if worn. Replaces page 120 a-h, dated April 15,2002. (Corrected Form No. F_070392 Friction Loss and added Cv Factor and updated area code.) tqC0 Fire & Building 11products Technical Services: Tel: (800) 381-9312/Fax:(800)791-5500 Series TY-L — 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General rosive atmospheres. Consequently, it is recommended that the end user be ak consulted with respect to the suitability Description of these coatings for any given corro- sive environment.The effects of ambi- The Series TY-L,5.6 and 8.0 K-factor, ent temperature, concentration of Upright and Pendent Sprinklers de- chemicals, and gas/chemical velocity, W j scribed in this data sheet are standard should be considered, as a minimum, response - standard coverage, solder along with the corrosive nature of the k type spray sprinklers designed for use chemical to which the sprinklers will be in light, ordinary, and extra hazard, exposed. , commercial occupancies such as banks, hotels, shopping malls, facto- An intermediate level version of the ries, refineries,chemical plants, etc. Series TY-L Pendent Sprinkler can be obtained by utilizing the Series TY-L The recessed version of the Series Pendent Sprinkler in combination with TY-L Pendent Sprinkler, where appli- the Model S Shield. cable,is intended for use in areas with ti a finished ceiling. It uses a two-piece WARNINGS Style 20(1/2 inch NPT)or Style 30(3/4 The Series TY-L Sprinklers described inch NPT) Recessed Escutcheon.The herein must be installed and main- Recessed Escutcheon provides 1/4 tained in compliance with this docu- p inch (6,4 mm) of recessed adjustment ment, as well as with the applicable or up to 1/2 inch (12,7 mm) of total standards of the National Fire Protec- adjustment from the flush pendent po- tion Association, in addition to the sition.The adjustment provided by the standards of any other authorities hav- Recessed Escutcheon reduces the ac- ing jurisdiction. Failure to do so may / curacy to which the fixed pipe drops to impair the performance of these de- the sprinklers must be cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler tained when exposed to corrosive at- manufacturer should be contacted TY4811 - Upright 8.OK, 1/2"NPT mospheres. Although corrosion resis- with any questions. TY4911 - Pendent 8.OK, 1/2"NPT tant coated sprinklers have passed the standard corrosion tests of the appli- TY3111 is a redesignation for S1800 cable approval agencies,the testing is and G3111. not representative of all possible cor- ModellSprinkler TY3211 is a redesignation for S1801 Identification and G3112. IMPORTANT TY4111 is a redesignation for S1810 Always refer to Technical Data Numbers and G3101. Sheet TFP700 for the "INSTALLER TY4211 is a redesignation for S1811 WARNING" that provides cautions with respect to handling and instal- TY3111 - Upright 5.6K,1/2"NPT and G3102. TY3211 - Pendent 5.6K,1/2"NPT g lation of sprinkler systems and com- TY4211 - Upright 8.OK,3/2"NPT TY4811 is a redesi nation for S1805. po patio Improper handling and in- TY4211 - Pendent 8.OK,3/4"NPT TY4911 is a redesignation for S1806 stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page i of 8 JULY, 2004 TFP110 S Page 2 of 8 TFP11 O WRENCH 1/2" ESCUTCHEON STYLE 20 FLANGES NPT PLATE SEATING RECESSED SURFACE ESCUTCHEON 1 WRENCH 2-5/8" AREA 2 (66,7 mm) 2-5/8" (11,116" f (66,7 mm) 3 4 JNOMINAL2" MA�E-IN8 mm) 5 6 2-7/8"(73,0 mm)DIA. 7 UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 1 -Frame 3-Ejection 4-Fusible 6-Hook * Temperature rating is indicated on deflector. 2-Sealing Spring Element 7-Deflector **Pipe thread connections per ISO 7/1 can be provided on Button 5-StrutP special request. FIGURE I STANDARD RESPONSE SERIES TY-L UPRIGHT(TY3111)AND PENDENT(TY3211)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT WRENCH 3/4" ESCUTCHEON STYLE 30 FLANGES NPT PLATE SEATING RECESSED SURFACE ESCUTCHEON /1 211/16" WRENCH ' (68,3 mm) AREA 2 1/2" 2-11/16" (12,7 mm) (68,3 mm) 3 4 NOMINAL 2„ MAKE-IN (50,8 mm) 5 6 2-7/8"(73,0 mm)DIA. - 7 UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 1-Frame 3-Ejection 4-Fusible 6-Hook * Temperature rating is indicated on deflector. 2-Sealing Spring Element 7-Deflector ** Button 5-Strut Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-L UPRIGHT(TY4111)AND PENDENT(TY4211)SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT S TFP11 O Page 3 of 8 WRENCH 1/2" ESCUTCHEON STYLE 20 FLANGES NPT PLATE SEATING RECESSED SURFACE ESCUTCHEON 1 WRENCH 2-5/8" AREA 2 (66,7 mm) 2-5/8" (11,11mIm) (66,7 mm) 3 4 NOMINAL 2 MAKE-IN (50,8 mm) 5 6 2-7/8"(73,0 mm)DIA. - 7 UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION 1 -Frame 3-Ejection 4-Fusible 6-Hook * Temperature rating is indicated on deflector. 2-Sealing Spring Element 7-Deflector **Pipe thread connections per ISO 7/1 can be provided on Button 5-Strut special request. FIGURE 3 STANDARD RESPONSE SERIES TY-L UPRIGHT(TY4811)AND PENDENT(TY4911)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Operation Installation Data A copper tube sealed by two stainless The Series TY-L Sprinklers must be steel balls holds a fusible alloy.When installed in accordance with the follow- Approvals the rated temperature is reached, the ing instructions: UL and C-UL Listed. alloy melts,the balls are forced toward FM, and LPCB Approved. each other releasing the tension NOTES (Referto Table Aforcomplete approval mechanism, allowing the sprinkler to A leak tight 112 inch NPTsprinklerjoint information including corrosion resis- operate. should be obtained with a torque of 7 tant status.) to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- Maximum Working Pressure mum of 21 ft. lbs. (28,5 Nm)of torque 175 psi (12,1 bar) may be used to install sprinklers with Design 112 NPT connections. A leak tight 314 Discharge Coefficient inch NPT sprinkler joint should be ob- K=5.6 GPM/psil/2 ( LPM/bar inch tained with a torque of 10 to 20 ft.lbs. K=8.0 GPM/psis/2(115,2 LPM/barl/2s/2) (13,4 to 26,8 Nm). A maximum of 30 Temperature Ratings The Series TY-L Pendent and Upright ft.lbs. (40,7 Nm)of torque is to be used Refer to Table A Sprinklers are intended for fire protec- to install sprinklers with 314 NPT con- Finishestion systems designed in accordance nections. Higher levels of torque may with the standard installation rules rec- distort the sprinkler inlet and cause Sprinkler: Refer to Table A ognized by the applicable Listing or leakage or impairment of the sprinkler. Chrome Recessed Escutcheon: , or Brass kite Cdoated, Approval agency (e.g., UL Listing is Do not attempt to make-up for insuffi- based on the requirements of NFPA cient adjustment in the escutcheon Physical Characteristics 13, and FM Approval is based on the plate by under- or over-tightening the Frame . . . . . . . . . . . . . . Brass requirements of FM's Loss Prevention sprinkler. Readjust the position of the Sealing Button . . Bronze w/Teflont Data Sheets).Only the Style 20 or 30 sprinkler fitting to suit. Ejection Spring . . . . Stainless Steel Recessed Escutcheon, as applicable, Fusible Element . . . Solder, Copper is to be used for recessed pendent The Series TY-L Pendent and Up- • . . . . . . . . . Stainless Steel installations. right Sprinklers must be installed in Strut . . . . . . . . . . Monel accordance with the following instruc- Hook . . . . . . . . . Bronze/Monet tions. Deflector . . . . . . . Bronze Step 1. Pendent sprinklers are to be t DuPont Registered Trademark installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Page 4 of 8 TFP110 SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT(TY3211) 165°F/74°C Unpainted 1,2,3 and 212°F/1001C White 1,2,3,5 5.6 UPRIGHT(TY31 11) 1/2" 280°F/138°C Blue 1,2 4 N/A NPT RECESSED PENDENT I 165°F/74°C Unpainted 1,2,3,5 (TY3211 w/Style 20) 212°F/100°C White 1,2,3,5 N/A SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT(TY4211) 1650F/740C Unpainted 1,2,3 and 212°F/1001C White 1,2,3,5 8.0 UPRIGHT(TY4111) 3/4" 280°F/138°C Blue 1,2 4 N/A NPT RECESSED PENDENT 165°F/74°C Unpainted 1,2,5 (TY4211 w/Style 30) 212°F/100°C I White N/A SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT(TY4911) 165°F/74°C Unpainted 1,2,3 and 212°F/1001C White 1,2,3,5 8.0 UPRIGHT(TY4811) 1/2" 280°F/138°C Blue 1,2 N/A NPT RECESSED PENDENT 165°F/74°C Unpainted 1,2 (TY4911 w/Style 20) 212°F/100°C White N/A NOTES: 1.Listed by Underwriters Laboratories,Inc.(UL). 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL). 3.Approved by Factory Mutual Research Corporation(FM). 4.Approved by Factory Mutual Research Corporation(FM)for maximum 150°F/68°C ambient temperatures. 5.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/03). N/A:Not Available TABLE A LABORATORY LISTINGS AND APPROVALS TFP110 Page 5 of 8 7/16±1/8" 2-7/8"DIA. 1/2" 12 7 mm (11,1±3,2 mm) (73,0 mm) 1/4"(6,4 mm) FACE OF 2-1/4"DIA. MOUNTING WRENCH SPRINKLER (57,2 mm) PLATE RECESS FITTING (3,2 mm) MOUNTING SURFACE 1-3/4"(44,5 mm) 1 1/2"(38,1 mm) FIGURE 7 W--TYPE 9 SPRINKLER CLOSURE TY-L WRENCH FIGURE 4 SERIES TY-L(TY3211)RECESSED PENDENT SPRINKLER ASSEMBLY WRENCH WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT RECESS STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 7/16±1/8" 2-7/8"DIA. _ _ 1/2"(12,7 mm (11,1±3,2 mm) (73,0 mm) 1/4"(6,4 mm) FACE OF 2-1/4"DIA. MOUNTING SPRINKLER (57,2 mm) PLATE FITTING (3,2 mm) FIGURE 8 W-TYPE 10 RECESSED SPRINKLER WRENCH MOUNTING SURFACE 1-3/4"(44 5 mm) Step 3. Tighten the sprinkler into the CLOSURE TY-L sprinkler fitting using only the W-Type 9 Sprinkler Wrench (Ref. Figure 7), FIGURE 5 except that an 8 or 10 inch adjustable SERIES TY-L(TY4211)RECESSED PENDENT SPRINKLER ASSEMBLY Crescent wrench is to be used for wax WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT coated sprinklers. With reference to STYLE 30 RECESSED ESCUTCHEON Figures 1, 2, and 3, the W-Type 9 8.0 K-FACTOR, 3/4 INCH NPT Sprinkler Wrench is to be applied to the wrench area, or as applicable, the adjustable Crescent wrench is to be 7/16±1/8" 2-7/8"DIA. applied to the wrenching flanges. 1/2" 12 7 mm (11,1±3,2 mm) (73,0 mm) 1/4"(6,4 mm) When installing wax coated sprinklers with the adjustable Crescent wrench, FACE OF 2-1/4"DIA. MOUNTING additional care needs to be exercised SPRINKLER (57,2 mm) PLATE to prevent damage to the wax coating FITTING 1/8" on the sprinkler wrench flats or frame (3,2 mm) arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- MOUNTING ing the wax coating. Before wrench SURFACE 1-3/4"(44.5 mm) tightening the sprinkler,the jaws of the 1-1/2"(38,1 mm) wrench are to be adjusted to just con- tact the sprinkler wrench flats. After CLOSURE TY-L wrench tightening the sprinkler,loosen the wrench jaws before removing the FIGURE 6 wrench. SERIES TY-L(TY4911)RECESSED PENDENT SPRINKLER ASSEMBLY After installation, the sprinkler wrench WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT flats and frame arms must be in- STYLE20 RECESSED ESCUTCHEON spected and the wax coating re- &0 K-FACTOR, 1/2 INCH NPT touched(repaired)whenever the coat- Page 6 of 8 TFP110 ing has been damaged and bare metal sprinkler systems be inspected, is exposed. The wax coating on the Care and tested, and maintained by a qualified wrench flats can be retouched by gen- Inspection Service in accordance with tly applying a heated 1/8 inch diameter Maintenance local requirements and/or national steel rod to the areas of wax that have codes. been damaged, to smooth it back over The Series TY-L Sprinklers must be areas where bare metal is exposed. maintained and serviced in accord- ance with the following instructions: Limited NOTES Warranty Only retouching of the wax coating ap- plied to the wrench flats and frame NOTES arms is permitted, and the retouching Before closing a fire protection system Products manufactured by Tyco Fire is to be performed only at the time of main control valve for maintenance Products are warranted solely to the the initial sprinkler installation. work on the fire protection system that original Buyer for ten (10) years The steel rod should be heated only to itcontrols,permission to shutdown the against defects in material and work- the point at which it can begin to melt affected fire protection system must be manship when paid for and properly the wax, and which app it can precautions obtained from the proper authorities installed and maintained under normal need to be taken, when handling the and all personnel who maybe affected use and service.This warranty will ex- heated rod, in order to prevent the by this action must be notified. pire ten (10) years from date of ship- installer from being burned. Absence of an escutcheon, which is rantmen by Tyco Fire Products. ct war- used to cover a clearance hole, may comp is given for products or If attempts to retouch the wax coating delay the time to sprinkler operation in components manufactured rs ip with with complete coverage are unsuc- a fire situation. Hies not affiliated by ownership with cessful,additional wax can be ordered Tyco Fire Products or for products and in the form of a wax stick(the end of components which have been subject which is color coded). Only the correct Sprinklers that are found to be leaking to misuse,improper installation,corro- color coded wax is to be used, and or exhibiting visible signs of corrosion sion, or which have not been installed, retouching of wrench flats and frame must be replaced. maintained,modified or repaired in ac- arms is only permitted at the time of Automatic sprinklers must never be cordance with applicable Standards of initial sprinkler installation. With the painted, plated, coated or otherwise the National Fire Protection Associa- steel rod heated as previously de- altered after leavinre- g the factory.Modi- tion,and/or the standards of any other quin'ng additions/wascribed, touch e �to the area w with the rod an- ate- fied or over-heated sprinklers must be rials fo nd by Tyco Fire Products to be replaced gled downward, and then touch the . defective shall be either repaired or wax stick to the rod approximately Care must be exercised to avoid dam- replaced, at Tyco Fire Products' sole one-half inch away from the area re- age to the sprinklers - before, during, option.Tyco Fire Products neither as- quiring retouching. The wax will melt and after installation. Sprinklers dam- sumes, nor authorizes any person to and run down onto the sprinkler. aged by dropping, striking, wrench assume for it, any other obligation in twist/slippage, or the like, must be re- connection with the sale of products or The Series TY-L Recessed Pendent placed. parts of products. Tyco Fire Products Sprinklers must be installed in ac Frequent visual inspections are rec- shall not be responsible for sprinkler or cordance with the following instruc- ommended to be initially performed for system design errors or inaccurate incomplete information supplied by y tions. corrosion resistant coated sprinklers, Buyer or Buyer's representatives. after the installation has been com- Step A.After installing the Style 20 or pleted,to verify the integrity of the cor- IN NO EVENT SHALL TYCO FIRE 30 Mounting Plate, as applicable,over rosion resistant coating. Thereafter, PRODUCTS BE LIABLE, IN CON- the sprinkler threads and with pipe annual inspections per NFPA 25 TRACT,TORT,STRICT LIABILITY OR thread sealant applied to the pipe should suffice; however, instead of in- UNDER ANY OTHER LEGAL THE- threads,hand tighten the sprinkler into specting from the floor level,a random ORY, FOR INCIDENTAL, INDIRECT, the sprinkler fitting. sampling of close-up visual inspec- SPECIAL OR CONSEQUENTIAL Step B. Tighten the sprinkler into the tions should be made, so as to better DAMAGES, INCLUDING BUT NOT sprinkler fitting using only the W-Type determine the exact sprinkler condi- LIMITED TO LABOR CHARGES, RE- 10 Recessed Sprinkler Wrench (Ref. tion and the long term integrity of the GARDLESS OF WHETHER TYCO Figure 8). With reference to Figure 1, corrosion resistant coating, as it may FIRE PRODUCTS WAS INFORMED 2,or 3,the W-Type 10 Recessed Sprin- be affected by the corrosive conditions ABOUT THE POSSIBILITY OF SUCH kler Wrench is to be applied to the present. DAMAGES, AND IN NO EVENT sprinkler wrenching flanges. The owner is responsible for the in- SHALL TYCO FIRE PRODUCTS' LI- Step C. After the ceiling has been in- spection, testing, and maintenance of ABILITY EXCEED AN AMOUNT stalled or the finish coat has been an- their fire protection system and de- EQUAL TO THE SALES PRICE. plied, slide on the Style 20 or 30 Clo- vices in compliance with this docu- THE FOREGOING WARRANTY IS sure over the Series TY-L Sprinkler ment, as well as with the applicable MADE IN LIEU OF ANY AND ALL and push the Closure over the Mount- standards of the National Fire Protec- DTHERWARRANTIES EXPRESS OR ing Plate until its flange comes in con- tion Association (e.g., NFPA 25), in IMPLIED,INCLUDING WARRANTIES tact with the ceiling. addition to the standards of any other OF MERCHANTABILITY AND FIT- authorities having jurisdiction.The in- NESS FOR A PARTICULAR PUR- stalling contractor or sprinkler manu- POSE. facturershould be contacted relative to any questions. It is recommended that automatic TFP110 Page 7 of 8 P/N 53 - XXX - X - XXX TEMPERATURE MODEL/SIN RATING SPRINKLER 111 5.6K UPRIGHT(1/2"NPT) TY3111 165 165°F/74°C 112 5.6K PENDENT(1/2"NPT) TY3211 1 NATURAL BRASS 212 212°F/100°C 101 8.OK UPRIGHT(3/4"NPT) TY4111 9 CHROME PLATED 280 280°F/138°C 102 8.OK PENDENT(3/4"NPT) TY4211 7 LEAD COATED 106 8.OK UPRIGHT(1/2"NPT) TY4811 =6 WAX COATED 165°F to 280°F 107 8.OK PENDENT(1/2"NPT) TY4911 ONLY 8 WAX OVER LEAD 165°F and 212°F ONLY TABLE B PART NUMBER SELECTION SERIES TY-L PENDENT AND UPRIGHT SPRINKLERS Recessed Escutcheon: Ordering Specify: Style (specify) Recessed Es- wax Sticks: cutcheon with (specify finish), P/N (for retouching wrench damaged Procedure (specify). wax coating) When placing an order,indicate the full 1/2" (15 mm) Specify: (Specify color) color coded product name. Refer to the Price List Style 20 Wax Stick for retouching (specify tem- for complete listing of Part Numbers. chrome Plated......... P/N 56-705-9-010 perature rating)temperature rated Se- 1/2" (15 mm) ries TY-L Sprinklers, P/N (specify). Contact your local distributor for avail- Style 20 ability. White Color Red for 165°F............. P/N 56-065-1-155 Coated ............... P/N 56-705-4-010 Blue for212°F and 1/2" (15 mm) 280oF................. P/N 56-065-1-286 Sprinkler Assemblies with NPT Style 20 Thread Connections: Brass Plated........... P/N 56-705-2-010 NOTES Specify: (Specify Model/SIN), Stand- 3/4" (20 mm) and Response, (specify K-factor), Style 30 Each wax stick is suitable for retouch- s(specify temperatures ratin Series Chrome Plated......... P/N 56-705-9-011 ing up to twenty-five sprinklers. ( p Yg) 3/4" (20 mm) TY-L (specify Pendent or Upright) Style 30 The wax used for 280°F sprinklers is Sprinkler with (specify type of finish or White Color the same as for 212°Fsprinklers, and, coating), P/N (specify from Table B). Coated ............... P/N 56-705-4-011 therefore,the 280°Fsprinklerislimited 3/4'Style 30 to the same maximum ceiling tempera- Brass Plated........... P/N 56-705-2-011 tune as the 212OF sprinkler (i.e., 150°F). Sprinkler Wrench: Specify: W-Type 9 Sprinkler Wrench, P/N 56-000-1-849. Specify:W-Type 10 Sprinkler Wrench, P/N 56-000-1-948. Page 8 of 8 TFP110 TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 i _JJ///NUT t WASHER I T PER SCHEDULE I 11 a TOP OF BARJOIST ENT OR STRINGER - "- —`1 EXIST PIER NO WORK Q F T THIS PHASE I I O rAPPROX XIST PIER NO WORK THIS XI *99 HEADS FUTURE l I I - 2480 SO.F.T I V 75 HEADS FUTURE I' I>i I I I W i R OV TED DOCK WITH NEW SPRINKLER PROTECTION ATTACH TC WALL OR BAR JOIST A D D Y STANDPIPE THIS SUBMITAL J T C ATTAC TO WALL OR BEAM ' I i WITH OLT YP SEE S HE0 � I 1 '—2'" i Q I WITH HROUGH BOLT TYP. SEE SCHED. , iI o o S EXIST FINGER PIER NO WORK THIS PHA j .I TOLECO FIG. 1000 -_ FAST CLAMP TOLECO FIG. 1000 I -� 'I I .GOB 8" WET FEED MAIN j FAST CLAMP 0 9'6„AFF R A D C MAX. D I S T. Ru COUPUNG PIPE E.Q. ASSIGN. @RACE BRACE BRACE BOAT STRUCT. FROM SIZE SPACING LOAD ANGLE LENGTH SIZE SIZE MEMBER TOP ! GRODYED 90 EUM + 3 1 2 1"SCD 40 /2 OL BEAM i 566 1/2 BOLT BEAM "� �1P0NC 40 MA > 7 0 1 SCD 40 2 SEE WDETAIL�CDMPRRE R AIRWRR* C. [�� V SCHEMATIC t WMWOUNCE RISER MNT. AIR COMPRESSOR EARTHQUAKE BRACING NOTES: jj C0 S' YIIOIIG MOM FI —4 � LOCATION AND INSTALLATION OF EARTHQUAKE BRACING TO BE I FLG +dRP DRY PIPEV IN ACCORDANCE WITH N.F.P. A. #13. SPACING OF LATERAL BRACES Ln W/TRIM ASSM . y SEE VA1EDATA NOT SHEER FOR TRIM TO EXCEED 40 FT. ON CENTER, SPACING OF LONGITUDINAL i - - ° • ° h - - '( CDMPDMENS • SGIEMATC BRACES NOT TO EXCEED 80 FT. ON CENTER. 4— WAY BRACES I TO BE INSTALLED AT ALL CHANGE OF DIRECTION OF FEED AND ! I iD L K Gm"m RUTTERFLY VA. `� q • • • o x W/ Tom SW. CROSSMAINS, AND ,AT TOP OF RISERS. 2 WAY BRACES TO BE f INSTALLED AT EVERY OTHER FLEXIBLE COUPLING. I EXIST PROCESk' BUIL61NO I I E--C E—C — — — a ° + • — B tEARTHQUAKE BRACE DETAILS— BELOW DOCK 0 I DV I I I I LOAD CALCULATIONS: I ! I 6" TO DOCK THROUGH WALL 0 MEZZ FLOOR + 19-2Y2" ABOVE FIRST FLOOR 8" ABOVE FLOOR 3" CROSS MAIN AND LINES = 300 LBSx1 . 15x.5 FORCE FACTOR=172.5 I q 6" CROSS MAIN = 640 LBSx1 .15x.5 FORCE FACTOR=368 }} ! I 8" CROSS MAIN = 1662 LBSx1 .15x.5 FORCE FACTOR-956 I I I DRY VALVE DETAIL FPS EXIST VA }VE RO � M 1/2 = 1 0 !' l Lj OO EXIST VALVE PIT z WITH AMES BACKFLOW PREVENTCR 4'-0 —. EX;ST F.D.C. N _ m I 1„ TO SUPPLY STANDPIPE w� � 1 — ' IN DOCK RENOVA I1GN EXISTING 8" PLANT SITE LOOP °O DROVED COUPLING FLOW TEST 9/3C/C5 BY COMMERCIAL FIRE PROTECTION ' STATIC: 104 P.S.I. 61, I RESiD: 81 P.S.I. N DRY'�ALVE = 4 WAY SWAY BRACE LOCATION SITE LA $ FLOW: 1951 GPM � 40 16'o"AFF , 0 ,j AT CONNECTION TO BUILDING i V � = � I i =Z WAY SWAY BRACE LDCATION I I i XXX = PIPE ELEVATION REFERENCE ABOVE FINISH FLOOR I I l9'AFF I I = PIPE HANGER LOCATION I I I I _ HYDRAULIC REFERENCE POINT I _ I E::::>=MAIN FABRICATION NUMBER I I =BRANCHLINE NUMBER I Rer!'lOt2 Arta 1 Flowing Heads 0 Start Head PSI 12.5 � I Wet / Dry DRY Density 0.200 Start Head GPM 0.000 Hazard ORD GRP 2 Area 4214 SQFT per Head 99.0 Code NFPA 13& 37 Len/Wid Ratio 1.20 Elev—Hd to Riser (") —56.25 TOPF.D.C.T Construction Max Velocity 26.5 PSI —Hd to Riser —2.030 1 GENERAL NOTES' Source Name or Location Source DESIGN OF SYSTEM BASED ON NFPA #13 FOR ORDINARY PSI Avail at Source 88.4 GPM Req'd at Source 1584 Inside Hose 0.000 EXIST WALL FDC I jAR HAZARD OCCUPANCIES. ALL EQUIPMENT TO BE INSTALLED AND PSI Req'd at Source 79.2 Duration of Source C.000 Outside Hose 250 0 I Safety PSI 9.16 Req'd Source Volume 0.000 TESTED IN ACCORDANCE WITH NFPA STANDARDS. I � Pressure Available Pressure of 88.4 si Exceeds Re uired Pressure of 79.2 si 1-, YDRAULIC DESIGN 12. 5 P . S . I . MINIMUM FOR EACH HEAD AS p q p Summary This is a safety margin of 9.2 psi or 10 % of Supply F~ EQUIRED BY NFPA #13. DESIGN AREA INCLUDES ENTIRE AREA NEw eoNNECTIO Advanced Max Density Available 0.211 IPSI loss — TOR to Source 13.3 OF RENOVATED DOCK . SPACING OF HEADS 80 SQ. FT. MAXIMUM �I a To FDc 'r i Summary GPM at Max Available Density 1673 Rack Demand 0.000 AND STAGGERED . ALL MATERIALS TO BE NEW AND U . L. LISTED FOR FIRE SERV Hydraulic Information ISystem Volume 0.000 PIPE Sll,BE� - !I PIPE TO BE GALVANIZED STEEL SCHED 40 FOR THREADED PI E static Pressure 104 Flow Test Date s/3o/o5 Residual Pressure 81.0 Flow Test Location AT SITE LOOP NEW S"FLGxFLG 1'OV4 E-E a 1 UNDER DOCK SCHED 10 GALVANIZED WITH MECHANCICAL TEE � Residual Flow 1951 Tested by I CROSS WITH 4" FDC OUTLETS FOR MAINS UNDER DOCK AND JOINED WITH GROOVED Test Elevation (Relative to Source Elevation) O.COO j j AND 6" S T SUPPLY PPLL Y FOR NEW CONNECTION FOR DOCK FP1 - Tank Pressure 0.000 Available Well Flow 0.000 NEW DRY YSEM BELOW °ocK COUPLINGS. BLACK STEEL SCHEDULE 10 FOR MAINS INSIDE OF " 1/2"— � ' �" I � ' ; Tank Volume 0.000 I EXIST BoD.I. U.G. PIPING EXISTING PROCESS BUILDING PIPE LENGTHS ARE CUT PIPE U . N . O . r Tank Elevation o'-0" ALL WIRING AND SYSTEM SUPERVISION BY OTHERS . IT IS ;y. ' OWNERS RESPONSIBILITY TO MAINTAIN ADEQUATE HEAT IN ALL � ''�►�"-=-� • Pump Rated Pressure 0,000 Pump Manufacturer =-:.:.-»�' 1 Pump Rated Flow 0.000 Pump Model UNDERGROUND STUB UP �� � Pump Elevation C-o" -AREAS THAT CONTAIN WET PIPE EQUIPMENT. t cJ , ! Construction Occupancy Authorities Having Jurisdiction LOCAL N NOTES REVISIONS SPRINKLER SYMBOLS —==� ; PIPING PLAN DATE DESCRIPTION BY SYM CNT NAME IMETAL ITEMP I K INPT DRIF MFG, 'MODEL# JESCUT 1CONN. TRIDENT SEAFOOD AREA 1 11 2 05 ADD DRY S PIPE SYETEM AND 1 ADDITIONAL O44 TAN PENDANT AX 165 5.60 1/2' 112 A ➢L Paul SPRINKLER LINE NOTE: PENDANT HEADS INSTALLED IN UPRIGHT POSITION AS REQUfRED BY NFPA #13 PERMIT N0. w O COMMERCIAL FIRE PROTECTION DOCK RENOVATION CONTRACT NO. O P. 0. B. 128 APPROVAL ANACORTES, WA DRAWN BY D.YATES SPRINR°`� MT. VERNON, WA 1� �' %� '� � SCALE 1/s" ( t, - - - - - - i 360- 848- 1072 µ DATE s/2s/oa CONTRACTOR: RE9 FP 1 PLOTfm I INSP TES 46 ,n I _J 13 i 4 : - - CD i s i47 EXIST PIER NO WORK THIS PHASE r APPROX 6950 SQ.F.T I a f 99 HEADS FUTURE 3 ) j ( 15 `- _ s 6 AP _ EXIST PIER NO WORK THIS PHASE - F APPROX 2480 SQ.F.T „ 49 f 35 HEADS FUTURE LOW POINT OF DRY MA! 1'10" BELOW STRINGER r � N B1 _ ._ Imp.— �_ ry oiO —_O-. 50 © _s 5-7 —o — 0-6 „T 2 - - 22 LOW- GINT R M DRIP DRAIN ACCESSIBLE F OM TOP OF DOCK � START LINES 9" BELOW I STRINGERS GRADE UP 1/2"IN 10'O" 21 -- „ 10 53 r 20 52 19 ) _ r 6 �^ 8 co rIN - s -- �-- DDITIONAL LINE I ADDED 11/2/05 DUE ADDITIONAL DECK WORK 3 a" ----NOTE: PENDANT HEADS IN UPRIG T POSITION AS BRACE 6 > — REQUIRED BY NFPA #13 N 4g,_8 1„ MAT 34 , 25 rn 1N7ERVALS­� 23; - 1 S I 24 7 -- - - - - -- 21/2 HOSE CONNECTION 36 ; 3' 0" ABOVE DOCK w w - m m j — - - -- ° z Ili �" ou m m ' , u EXIST FINGER PIER NO WORK THIS PHASE - �37 _ N r p N -I 31/2P 4NK DECK _ r 26 I O 11V2" DEEP STRINGER — r 38 4x2Vz \ i' MECH. LINES START 8"BELOW BENT T� 6"FEED MAIN n TEE GRADE UP \, I (27 12"DEEP BENT 3"GRV CAP - M1 3x2 MECHANICAL TEE 39 6x3 MECHANICAL TEE CROSS 4" DRY STANDPIP SUPPLY — „ BELOW DOCK DFP _ 3 B DOCK SECT CI� _ E1 PENDANT 11 0 e _.. -7- ...yr e-e HEAD IN n q a � T44� � UPRIGHT 1/2 = i Q START LINES 9" BELOW 33 _ P POSITIO _-- IN GRADE UP V2 N10'0" 43 m 31/2 D"CK Q ' S.B.B. 4x2V2 GALV. LAG FOR 2"MAX. PIPE TOP OF DOCK -d STRIn Cc ' O Y2x3" GALV LAG TO GLB FOR 2Vz-6" PIPE t+ - r 1' O4R OFOW 3�. �3�f�2 4x12 STRINGER PROCESS BUILDING °-a, SWING NT 3/6" STAINLESS A.T.R. FOR 1 4' P;PE �- I " - FOR QI 1/2" STAINLESS A.T.R. FOR 6' LINES I SLOPE 3t TO THIS SECTI(N N FOLLOW j -- SLOPED �. 41 DOCK RING HANGER I PIPING PLAN FOR DOCK RENOVATION " LINES UNDER 30 ; z .. ._ _ SLO ED DOCK 6" 1/8 1 O - -w c .�BEL W STRINGERS -- —o a C A� AT HIGH POINT o11 3'8" BELOW TOP of DOCK TYPICAL HANGERS BELOW DOCK - . 0 11\ Q 1 -0 IELD ORD R - v . � e-s,: e2 2 OUT THROUGH WALL 8" ABOVE SECOND FLOOR DECK W-3 5 " Y a 3 o o If ANG TO CONCRETE „3'-5 BREAKWATER WALL PROCESS BUILDING w 2 s uwa saw omx elovc I 1 4,-3„ x C) 1 4 NOTES -. _ _ __ _ N REVISIONS SPRINKLER SYMBOLS PIPING PLAN DATE DESCRIPTION BY �•'ADD LINE TO ANAL BAY • •••� TRIDENT SEAFOOD AREA 1 COMMERCIAL FIRE PROTECTION PERMIT N0. DOCK RENOVATION CONTRACT No, P. O. B. 128 ANACORTES, WA APPROVAL DRAWN BY D.YATES s SPRINKCAD MT. VERNON WA = » , SCALE ° 2' 4' 6' 8' 10' 12' 14' 16' 18' 3 6 0- 8 4 8- 10 7 2 DATE FP 2/05 CONTRACTOR: REVISED RLorreo 24'-4 1 T-4" j 29'-3" 11'-3" � - I I 6 o r OUT THROUGH WALL B" ABOV7 SECOND FLOOR DECK SEE DOCK PLAN o FOR CONTINUATION L — 2 K D� COLUMN gP. (Aa 20-6 j l 214 9-6 _ T a ti 0 6 + N � 0 6 •1 I 1 I I I FLOOR DECK 19'2Va" ABOVE FIRST I I I I I ' I L - - - - - - - - - - - - - - - - - `�- - TOP BEAM CLAMP fi W/RETAINING STRAP I I i III 1/2" -6" & 8" PIPE gill II i I I I I I I I SUPPORT AT TOP CHORD OF BAR JOIST I— IST STEEL BAR JOIST 77 � rr I I I I I I I I I I of I j 1/2" A.T.R.-6" & 8" PIPE I I I I I I I I I I I I I 1 1 I i i I I I I I I ICI e 1 N , 1 RING HANGER---- I Lu"ch {I.Ik.00l1i i I 1 I I I I I �I TYPICAL MAIN HANGER INSIDE PROCESS BUILDING MAIN N . T. S. PROVIDE I p HANGER AT EACH F - — - - — - - — - - - - JOIST I I o I I r I I I I I I 1 I I I I os�axcr I 1 I 1 li I I I I I I I 1 I I I I I I I I TO 17 -1 I I I I I I I SECOND I FL00R—� D FIELD ORDER CONNECTION TO RISER ` 1 —1 ln N TO SECOND TO CLEAR BEA 0 FP 6 2_ IT T 1 0 - SIN 4 G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - El40' I I 1 - - 1 LJ I I 1'-2 ; F_n 1 pl i I I I I I III I' 7 low CONECTION ON FIRST FLOOR EXISTING RISER ROOM I I B - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 'El �ub�0U2LING - I I 4_ 0 AS RISER FROM FIRST IN — Of91... CORNER OF OFFICE STORAGE ROOM I I rD o I I I ,ti T "� TH rwne I I I I i loner °I i I I I I I i I I I I I I I I I I I I 1'-2 " - - - - - 64 SUPPLY MAIN THRO GH EXISTING PROCESS B ILDING 9 3/32„ ^ 1 , 0„ 7 5 3 , I N NOTES REVISIONS SPRINKLER SYMBOLS . PIPING PLAN DATE DESCRIPTION BY � �1 TRIDENT SEAFOOD AREA 1 W 0 E COMMERCIAL FIRE PROTECTION DOCK RENOVATION PERMRACT NO. Orr NO. P. 0. B. 128 ANACORTES, WA APPROVAL s SPRINKCAD MT. VERNON WA DRAWN BY D.YATES SCALE 1/8" = 1 —0" I { DATE 9/29/05 z' 4' 6' a' 10' 12' 14' 16` IS` 360— 848- 10'72 CONTRACTOR: I REVISED PLOTTED FP 3 i _» 19--11 " I LOW POINT OF DRY STANDPIPE 71/4" BELOW STRINGERS AT EN a �1" DV AT LOW P N o i 11 0-712111 - 0 HOSE -- -=- EXIST PER NO WORK THIS PHASE CONNECTIONS PROVIDED A P P R 0 X 6950 S Q . F- " T NOT MORE THAN 75' - — INTERVAL EXIST PER 0 WORK THIS H E - 99 HEADS FUTURE APPROX 2480 SQS . T N — I 35 HEADS FUTURE ----- --- N I O� 212 — �0- HOSE ---Q— CONNECTIONS _ PROVIDED -- �---- =_ H OVATED DOCK W TH NEW SPR NKLER PROTECT OH NOT MORE N THAN 75 --- - ----- INTERVAL --- _ A D DRY STANDP PE TH S S S B M TAL I � I N 21/2" HOSE CONNECTION — 3'0" ABOVE DOCK m , —— m EXIST FINGER PER N 0 WORK TH S P H AS -_- �� m m '_ „ CD -- �I 3V°P NK DECK r I I I O 11Y2" DE P STRINGER I ----- ------- � i 4x2Y2 — i i rl -- — '� MEE" LINESGRAD START 8"BELOW BENT j' 6"FEED MAIN � T - - UP 12"DEEP 3"GRV CAP BENT 3x2 MECHANICAL TEE 6x3 MECHANICAL TEE CROSS 4" DRY STANDPIP SUPPLY BELOW DOCK PENDANT DOCK SECTION FP N o — 212 401 HEAD 0-71z IN 1/2 = UPRIGHT S.B.B. hx2Yz GALV. LI4SEoiCWt4K4TMP6 PROVIDED NOT � ,titi POSInO Yzx3" GALV LAG TO GLBVME2�+A FRBE INTEf3,VAL 4 STANDPIPE SUPPLY — " BLOW STRINGERS - 4x12 STRINGER AT THIS POINT — 3/8" STAINLESS A.T.R. FOR 1-4" PIPE ► _ 1/2" STAINLESS A.T.R. FOR 6" PIPE z I ! I I TOP OF DOCK 1'34'4'BELOW RING HANGER FLOOR OF o PROCESS BUILDING N N Z �12" EW 4" FLANGE ON D OF w EXIST D.I. SUPPLY SLOPEE w NEW 4" VIC FLANGE 4" TYPICAL HANGERS BELOW DOCK THIS SECTION GROOVED ELL N . T. S. ¢ ND OF :E IST 4" D.I. II I w000 FIRST STRINGE EXIST D.I. 334'4" BELOW T OF DECK � I � I I N NOTES REVISIONS SPRINKLER SYMBOLS _ _BY STANDPIPE SYSTEM DATE DESCRIPTION �� �1 772705 ADD LINE ° ADDITIONAL AY TRIDENT SEAFOODAT DOCK W Q E COMMERCIAL FIRE PROTECTION PERMIT CONTRACTT N0. P. 0. B. 128 ANACORTES, WA APPROVAL DRAWN BY D.YATES s SPRINKCAD DOCK RENOVATION MT. VERNON WA t , SCALE 1/S" = 1'-0" i DATE 9/29/05 2' 4' 6' 8' 10' 12' 14' 16' 18' 3 6 0— 8 4 8— 10 /ry 2 I CONTRACTOR: REVISED11 FP 4 � PLOTTED