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HomeMy WebLinkAboutMIS97-0454 Sprinkler - MIS Permit / Conditions - 8/18/1997 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 IVI I S C E L L A N E ® U S P E P. M I T FOR INSPECTIONS CALL 427-9670 MIS97-0454 PARCEL : 123294300020 PLAT : DIV : BLI< : LOT : JOB ADDRESS : NE 23681 STATE ROUTE 3 BELFAIR APPLICANT : MITCHELL LUMBER 275-2090 OWNER : MITCHELL LUMBER 275-2090 LEGAL : T H 2 & 25 OF SW SE PROJECT DESCRIPTION : SPRINKLER PROJECT LOCATION : HWY 3 WEST BOUND MITCHELL LUMBER IS ON THE RIGHT HAND SIDE IN THE MIDDLE TOWN . s r PROJECT NOTES : TYPE AMOUNT BY DATE RECEIPT PRMT $ 35 .00 LLH 08/ 18/97 36616 49'ex- TOTAL : 35 .00 OV, NER OR AGENT TE MIS_PRMT, rev: 04/01/92 COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED UDa MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PERM I T CONE) I T I ® N S Case No . : MIS97-0454 For : MITCHELL LUMBER Page : 1 1 ) 1 . PER CONVERSATION W . DENNIS FEDORE ON 8/ 11 DESIGN DENSITY ON PLANS SHOULD BE .30/2600 INSTEAD OF .24/2600 . 2 . HYDROS TIC TEST REQUIRED . CALL AT LEAST 24 HOURS AHEAD . 3 . DRY TEST REQUIRED . X r 1. RUG-11-1997 08:22 PRTRIOT FIRE PROTECTION 206 922 6150 P.01i02 AT_ RIOT 2004 A a8th AVENUE CT.E. TACOMA,WA 96424 FIRE PROTECTION TE s 9 LU FAX COVED SHEET AUG W7 LTH SERVICES DATE - 11 `) "7 RECIPIENT'S FAX NO. OR 6-o0 4 2"7 - 7' c 'S TO h�l/ �r•.t �v r�nY rur t'V�r�"w�-� ATTENTION L.7sc FROM 4� REFERENCE M T w�-�- L u�%� �rs� �r ►,�a COMMENTS o c7.o J ��' (� V"�.��c Cis.« �✓t Z�► 4•�_t �c.9�-C"�N� l 1 Number of pages being seat.including caper 2 SPOKANE,WA OFFICE VANCOUVER,WA OFFICE TEL(509)926-3428 TEL(360)699-4403 FAX(509)926-3708 PATRIFP099CF FAX(360)699-4485 RUG-11-1997 08:22 PATRIOT FIRE PROTECTION 206 922 6150 P.02/02 WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 981 21-21 90 (206) 441-8676 FAX (206) 728-2864 August 7, 1997 PLAN SHEETS 1 of 1 SUeL)ECT Mitchell Lumber Co. WE, 23681 State Highway No. 3 Mason Co. FPD No, 2 (Belfair), 'Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would Qualify the protection for improved rates based upon Information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover Inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2-inch water supply test pipe. Completed Copies of the Contractors Material and Test Certificates for both the overhead and underground piping Should be submitted to this Bureau. All piping, valves, and fittings should be listed and Labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of a0°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Revise design t 28/5,200 hich would be acceptable for the storage of Class III commodities to a s rage height of 18 feet on double-row racks, using conventional pallets, with 8 ft. aisles. 2. Reserve 150 gpm for inside hose allowance and 750 gprn for outside hose allowance. 3. Maximum velocities in calculations should not exceed 20 feet per second for overhead sprinkler piping. 4. The use of threadable lightwall sprinkler pipe is not recommended, If it is used, all threads must be gauged as required by UL listing. 5. Operation of dry pipe system to be in accordance with Article 3-2.3.1' and exceptions of NFPA 13, such that water reaches the Inspectors test within 60 seconds after it is opened,,Drains should be provided for all trapped piping in dry piDe system as specified in Article 4-14.3.5.3 of NFPA 13 11996►. Provide gang drains for multiple trapped branch lines. 6. Provide detailed information regarding location of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were. used, and static and residual pressures. Adjustments should be made in flow test to accommodate for changes in elevation. 07. lExxond sprinkler protection to all areas including exterior eaves, soffite, canopies, intermediate levels of storage racks, and to roof skylights. NATURE SAYER"IM MEMO 01616 rdg4n Phalle R Phune 4 Kim cs' %Ai d,i,i— TOTAL P.02 Bulletin 110N co Model G - Automatic Sprinklers Spray Upright, CD Spray Pendent z and Conventional Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of construc- tion. The fusible alloy is captured in the cylinder of the upright ' Pendent solder capsule by a stainless steel ball.When the fusible alloy melts, the ball moves into the cylinder allowing the cylindertofall awayfrom the sprinkler.When this happens, the lever is released to spring free from the sprinkler so Rico that all of the operating parts clear from the waterway allowing the deflector to distribute the discharging water. =_ Except for the parts in the cylinder as mentioned above, the sprinkler components are made from copper based alloys for maximum corrosion protection.Lead plated,wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers Small orifice Conventional are available for decorative purposes. upright w (nth Pintle All sprinklers are individually hydrostatically tested. a Screw) All sprinklers are identified as to their fusing point byi 50 markings that appear on several of the operating parts and :tom °T'—, by an identifying color that appears on the frame. C Sprinkler Types Standard Upright—This deflector configuration is nor- Conventional—This deflector configuration is used pri- mally used with exposed piping installations. Water is marily in those countries where the LPC installation rules distributed laterally and downward in a wide pattern ap- have precedence.The sprinkler is designed to distribute proximating a hemisphere which is completely and uni- a portion of its water discharge upward against the ceiling formly filled with water in the form of small drops or spray. with the balance downward. It may be installed in either At a sprinkler height of 10 feet, a circular area of approxi- the upright or the pendent position. Sprinklers with con- mately 20 feet in diameter is covered by the water dis- ventional deflectors are available with orifice sizes corre- charged at the minimum pressure. sponding to light, ordinary and extra-high hazard Standard Pendent—This deflector configuration is nor- installations. mally used where the space above the piping is not Application and Installation adequate or where a concealed piping installation is Standard sprinklers are used in fixed fire protection employed.The discharge characteristics of the standard systems: Wet, Dry, Deluge or Preaction. Care must be pendent are virtually identical to the standard upright as exercised that the orifice sizes, temperature ratings, de- described above. flector styles and sprinkler spacings are in accordance Large and Small Orifice—By varying the orifice size, a with the latest published standards of the National Fire large or small orifice sprinkler is created that will distribute Protection Association or the approving authority having as much as 40% more water or 65% less water than the jurisdiction. normal 1/2"orifice sprinkler.These sprinklers are identified The sprinklers must be installed with the Reliable Model by the orifice size that is stamped in the base of the D Sprinkler Wrench.Any other type of wrench may dam- sprinkler and by the pintle that extends from the deflec- age the sprinkler. for-the exception is the large orifice sprinkler with the 3/4" The approvals or listings of Reliable Automatic Sprinklers NPT inlet thread where the size of the inlet is sufficient to by major approving organizations are shown in the tabu- classify this sprinkler as one having a larger than standard lated list provided on the back of this bulletin. orifice. *Patent No.4,440,234 The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model G Installation Data Sprinkler Type "K"Factor Sprinkler Height Approvals us Metric Standard-Upright(SSU)and Pendent(SSP) Deflectors Marked to Indicate Position 1/2"Standard Orifice with 1/z'NPT(15 mm)Thread 5.62 81.0 27/6' 73 mm 1,2,3,4,5,6,7 7/16"Small Orifice(l)with 1/2"NPT(15 mm)Thread 4.24 61.0 33/16" 1,3,7 3/6"Small Orifice(l)with 1/2"NPT(15 mm)Thread 2.82 40.6 33/16" 1,2,3,7 5/16"Small Orifice(l)with 1/2"NPT(15 mm)Thread 1.98 28.5 33/16" 1,3,7 17/32'Large Orifice(l)with 1/2'NPT(15 mm)Thread 7.96 114.7 33/16" 1,2,3,7 2 20 118. 17j32"Large Orifice with 3/4'NPT Thread 8. 215/16" 1,2,3,7 20 min XHH with 20 min Thread 8.20 118.2 4.10 59.1 75.4 min 4,5,6 4,5,6 10 mm XLH with 10 mm Thread 73 min Conventional—Installed in Upright or Pendent Position 10 mm XLH with 10 mm Thread 4.10 59.1 73 mm 5 15 mm Standard Orifice with 15 mm Thread 5.62 81.0 73 mm 4,5,6 20 mm XHH with 20 min Thread 8.20 118.2 75.4 mm 4,5 (1) Identified by pintle extending above deflector.Sprinkler Height includes pintle extension. Temperature Ratings Approval Organizations Sprinkler Maximum 1. Underwriters Laboratories, Inc. Classification Rating Ceiling Fr Color 2. Factory Mutual Research Corporation Temperature color 3. Underwriters' Laboratories of Canada °F °c °F °C 4. Loss Prevention Council Ordinary 135 57 100 38 Black 5. Pleniere Assemblee Ordinary 165 74 100 38 Uncolored 6. Verband der Sachvercisherer Intermediate 212 100 150 66 White 7. N.Y.C. BS&A No. 587-75-SA High 286 141 225 107 Blue 8. N.Y.C. MEA 258-93-E t1t Frame Color does not apply to chrome plated sprinklers—Use sprinkler rating as identified on operating parts. Finishes Ordering Information - Specify Natural Bronze —All Temperature Ratings 1. Model G Bright Chrome Plated —All Temperature Ratings 2. Deflector Satin Chrome Plated —All Temperature Ratings Black Plated —All Temperature Ratings • Upright Bright Brass Plated t1� —135°F, 165°F&212°Temp.Ratings •Pendent Lead Plated —1651F,212°F&286°Temp.Ratings •Conventional Corroproofed —165°F Clear Wax,212°F Brown Wax(2) 3. Nominal Orifice Corroproofed 4. Inlet Thread Over Lead Plated —1651F Clear Wax,212°Brown Wax(2) 5.Temperature Rating White Painted —Only Frame and Deflector are painted. 6. Finish UL Listed and NYC MEA Approved Only. Polyester Coated —Only Frame and Deflector are coated. UL Listed and NYC MEA Approved Only. t1� For bright brass plated,only frame,deflector and cap are plated. (2) 212°F Brown Wax may be used on 286°F Sprinklers when max. ceiling temperatures do not exceed 150°F.FM Approved only. Maintenance Sprinklers should be inspected regularly for any physical Once fused, automatic sprinklers cannot be damage, dust, corrosion and paint (other than the reassembled and reused.New sprinklers of the same size, identifying frame color). type and temperature rating must be installed. A cabinet Note: Never suspend any items(signs or decorations) of replacement sprinklers should be provided for this from the sprinkler. Never paint sprinklers. Automatic purpose. Use only the Model D Sprinkler Wrench for sprinklers should be replaced according to NFPA 25, sprinkler removal and installation.Any other type of wrench 2-2.1 and 2-4.1. may damage the sprinkler. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. @Recycled Paper iable (800)431-1588 Sales Offices (800)848-6051 Sales Fax (914)668-3470 Corporate Offices Revision lines indicate updated or new data. http://www.Reliablesprinkler.com Internet Address PG Printed in U.S.A.6/96 P/N 9999970005 Hydraulics Summary Sheet VILE Ur I PATRIOT FIRE PROTECTION Designer: Mason Carrier 2 0 0 4—A 4 8 th AVE. CT. E. Colo By: Dennis Fedor e TACOMA, WA 98424 Date: 7-21-97 ------------------------------------- Project Information Hydraulics Information MITCHELL LUMBER COMPANY 23681 HWY. 3 � 5 � Demand... Belf air, WA 98528 Spr Req d Pros- 78.75 PSI Spr Req'd Flow: 962.92 GPM 393- so Add'I Flows: 0.00 GPM Hose at Srce: 0.00 GPM Contract No: 11=0635 P Sig tum•n Total Flow: 962.98 GPM Building: New addition `�,L A r2l- ens �� Total Pros. 78.75 PSI System ID: nia dia `r'°"s Ref. Drawing No: 1 of 1 Static Elev: 0.00 Ft Supply... Construction: Noncombustible Water Flow Test Occupancy: Storage Static: 100.00 PSI Authority; Mason County Residual: 45.00 GPM Oty Flowing: 1645.00 GPM Elevation: 0.00 Ft System Information System Type: Dry i Tree Date:-------- Time:-------- By: Belfair Water Hydraulics Design Criteria Pump Data Density: .30 GPM /SgFt Rated: (NA) PSI(? (NA) GPM Remote Area: 2600 SgFt Boost Pros: (NA) PSI Sprinkler Coverage: 90 SgFt Discharge Pres: (NA) PSI Design Standard: NFPA 231C Discharge Flow: (NA) GPM Hazard: Storage Combined Figure: 6-12(c) Curve: E Static: (NA) PSI Residual: (NA) GPM Sprinklers / Nozzles - Qty Flowing: (NA) GPM Manufacturer: RASCO Model: G Available... - Size: 17/32 P) 79.58 PSI2 962.98 GPM K—Factor: 8.2 F) 78.75 PSIe 984.25 GPM Temperature Rating: 286 F Commodity Storage Margin... Commodity: Lumber Strg Meth: Pressure: .82 PSI Class: III Location: Flow: 21.27 GPM Area: Aisle Wid: 8' Storage Ht: 18' Solid Piled% Palletlzod% Sigma Dynamics Corporation Racks ©Copyright 1992. All Rights Reserved Rack Type: Encapsulation? NO Horizontal Barriers: Flue Spacing Longitudinal: Transverse: 7700 Hydraulics MITCHELL LUMBER COMPANY SIGMA DYNAMICS CORP. 7700 Supply ppt y / Demand Graph 120 115 Margin 110 Pressure 0.82 PSI Flow 21.27 GPM 105 100• 95 90 85 80 75 70 a d 65 y 60 i 55 a 50 45 • 40 35 30 10 25 4 S 20 p 15 10 5 0 1.85 200 400 600 800 1000 1200 1400 1600 1800 2000 Water Flow (GPM) System Demand.. Woter Supply.. Sprinkler Demand 78.75 PSI @ 962.98 GPM Static 100.00 PSI Additional Flows 0.00 GPM Residual 45.00 PSI @ 1645.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 78.75 PSI @ 962.98 GPM g SUBMITTAL SERIAL NO:2454HY1 07-21--1997 PAGE 1 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FLOW TEST RESULTS Water Supply STATIC 100.00 PSI RESIDUAL 45.00 PSI @ 1645.00 GPM CITY PRESSURE AVAILABLE AT 963.0 GPM 79.58 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 101 29.20 27.50 8.20 12.68 102 28.17 27.50 8.20 11.80 103 28.83 27.50 8.20 12.36 104 30.85 27.50 8.20 14.16 105 30.85 27.50 8.20 14.15 106 27.50 27.50 8.20 11.25 107 26.02 21.70 8.20 10.07 108 25.65 21.70 8.20 9.78 109 26.57 21.70 8.20 10.50 110 29.35 27.50 8.20 12.81 ill 28.31 27.50 8.20 11.92 112 28.98 27.50 8.20 12.49 113 31.02 27.50 8.20 14.31 114 31.01 27.50 8.20 14.30 115 27.65 27.50 8.20 11.37 116 26.15 21.70 8.20, 10.17 117 25.78 21. 70 8.20 9.88 118 26.70 21.70 8.20 10.60 119 29.87 27.50 8.20 13.27 120 28.83 27.50 - 8.20 12.36 121 29.52 27.50 8.20 12.96 122 31.60 27.50 8.20 14.85 123 31..60 27.50 8.20 14.85 124 28.17 27.50 8.20 11.80 125 26.65 21.70 8.20 10.56 126 26.26 21.70 8.20 10.25 127 27.18 21.70 8.20 10.99 130 34.53 27.50 8.20 17.73 131 34.32 27.50 8.20 17.51 e SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 2 'MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPMJ2600 SQ. FT. SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR( PRESSURE 132 33.36 27.50 8.20 16.55 133 31.18 27.50 8.20 14.46 134 30.61 21.70 8.20 13.93 135 30.74 21.70 8.20 14.05 TOTAL WATER REQUIRED FOR SYSTEM 962. 98 GPM TOTAL WATER REQUIREMENT 962.98 GPM PRESSURE REQUIRED AT 0 78.75 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI MAXIMUM VELOCITY IN PIPES 24.27 FPS ,SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 3 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 36 106 1.104 L 1.75 0.2562 PT 11.25 (106) Q 27.50 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.47 PT 13.48 ( 36) 65 135 1.104 L 0.50 0.3148 PT 14.05 (135) Q 30.74 F=T F 4.00 PE 0.22 SG C100 T 4.50 PF 1.42 PT 15.69 ( 65) ------------------ 64 134 1.104 L 1.00 0.3124 PT 13.93 (13-4) Q 30.61 F=T F 4.00 PE 0.43 ,SG C100 T 5.00 PF 1.56 PT 15.92 ( 64) 63 133 1.104 L 1.75 0.3233 PT 14.46 (133) Q 31.18 F=T F 4.00 PE 0.76 SG C100 T 5.75 - PF 1.86 PT 17.08 ( 63) ------------------ 62 132 1.104 L 2.66 0.3662 PT 16.55 (132) Q 33.36 F=T F .4.00 PE 1.15 SG C100 T 6.66 PF 2.44 .PT 20.14 ( 62) ------------------ 61 131 1.104 L 2.66 0.3860 PT 17.51 (131) Q 34.32 F=T F 4.00 PE 1.15 SG C100 T 6.66 - PF 2.57 PT 21.23 ( 61) 60 130 1.104 L 1.75 0.3904 PT 17.73 (130) Q 34.53 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 2.24 _ PT 20673 ( 60) 56 126 1.104 L 0.50 0.2352 PT 10.25 (126) -- Q 26.26 F=T F 4.00 PE 0.22 SG C100 T 4.50 PF 1.06 PT 11.53 ( 56) 55 125 1.104 L 1.00 0.2417 PT 10.56 (125) Q 26.65 F=T F 4.00 PE 0.43 . SG C100 T 5.00 PF 1.21 PT 12.20 ( 55) 54 124 1.104 L 1.75 0.2678 PT 11..80 (124) Q 28.17 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.54 PT 14.10 ( 54) SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 4 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW i DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI ------------------ 53 123 1.104 L 2.66 0.3314 PT 14.85 (123) Q 31.60 F=T F 4.00 PE 1 .15 SG C100 T 6.66 PF 2.21 PT 18.21 ( 53) ------------------ 52 122 1.104 L 2.66 0.3314 PT 14.85 (122) Q 31.60 F=T F 4.00 PE 1.15 SG C100 T 6.66 PF 2.21 PT 18.21 ( 52) 51 121 1 .104 L 1.75 0.2922 PT 12.96 (121) Q 29.52 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.68 PT 15.40 ( 51) 50 120 1.104 L 0.83 0.2797 PT 12.36 (120) Q 28.83 F=T F 4.00 PE 0.36 SG C100 T 4.83 PF 1.35 PT 14.07 ( 50) 47 117 1.104 L 0.50 0.2274 PT 9.88 (117) Q 25. 78 F=T F 4.00 PE 0.22 SG C100 T 4.50 PF 1.02 PT 11.12 ( 47) 46 116 1.104 L 1.00 0.2335 PT 10.17 (116) Q 26.15 F=T F 4.00 PE 0.43 SG C100 T 5.00 PF 1.17 - PT 11.77 ( 46) 45 115 1.104 L 1.75 0.2588 PT 11.37 (115) Q 27.65 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.49 PT 13.62 ( 45) 44 114 1.104 L 2.66 0.3201 PT 14.30 (114) Q 31.01 F=T F 4.00 PE 1.15 SG C100 T 6.66 PF 2.13 PT 17.58 ( 44) 43 113 1.104 L 2.66- 0.3201 PT 14.31 (113) Q 31.02 F=T F 4.00 PE 1.15 SG C100 T 6.66 PF 2.13 PT 17.59 ( 43) 42 112 1.104 L 1.75 0.2823 PT 12.49 (112) Q 28.98 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.62 PT 14.87 ( 42) SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 5 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI ------------------ 41 111 1.104 L 0.83 0.2704 PT 11.92 (111) Q 28.31 F=T F 4.00 PE 0.36 SG C100 T 4.83 PF 1.31 PT 13.59 ( 41) ------------------ 38 108 1.104 L 0.50 0.2252 PT - 9.78 (108) Q 25.65 F=T F 4.00 PE 0.22 SG C100 T 4.50 PF 1.01 PT 11.01 ( 38) ------------------ 37 107 1.104 L 1.00 0.2313 PT 10.07 (107) Q 26.02 F=T F 4.00 PE 0.43 SG C100 T 5.00 PF 1.16 PT 11.66 ( 37) 35 105 1.104 L 2.66 0.3170 PT 14.15 (105) Q 30.85 F=T F 4.00 PE 1.15 SG C100 T 6.66 PF 2.11 PT 17.41 ( 35) 34 104 1. 104 L 2.66 0.3170 PT 14.16 (104) Q 30.85 F=T F 4.00 PE 1.15 SG C100 T 6.66 PF 2.11 PT 17.42 ( 34) -----ram.----------- 33 103 1.104 L 1.75 0.2795 PT 12.36 (103) Q 2$.83 F=T F 4.00 PE 0.76 SG C100 T 5.75 PF 1.61 PT 14.73 ( 33) ------------------ 32 102 1.104 L 0.83 0.2678 PT 11.80 (102) Q 28.17 F=T F 4.00 PE 0.36 SG C100 T 4.83 PF 1.29 PT 13.45 ( 32) ------------------ 64 65 1.682 L 6.00 0.0405 PT 15.68 ( 65) Q 30.74 F=0 F 0.00 PE 0.00 BN C100 T 6.00 PF 0.24 63 64DQ 30.61 1.682 L 8.00 0.1455 PT 15.92 ( 64) Q 61.34 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 1.16 62 63DQ 31.18 1.682 L 10.00 0.3111 PT 17.08 ( 63) Q 92.53 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 3.11 FMSUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 6 ITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 12 62DQ 33.36 2.154 L 3.00 0.1649 PT 20.19 ( 62) Q 125.88 F=T F 9.00 PE 0.00 BN C106 T 12.00 PF 1.98 PT 22.17 ( 12) �j 61 60 1.682 L 10.00 0.0502 PT 20.81 ( 60) Q 34.53 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 0.50 12 61DQ 34.32 2.154 L 7.00 0.0540 PT 21.31 ( 61) Q 68.84 F=T F 9.00 PE 0.00 BN C100 T 16.00 PF 0.86 PT 22.17 ( 12) ------------------ 56 127 1.452 L 8.00 0.0660 PT 10.99 (127) Q 27.18 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 0.53 55 56DQ 26.26 1.682 L 6.00 0.1127 PT 11.52 ( 56) Q 53.44 F=0 F 0.00 PE 0.00 BN C100 T 6.00 PF 0.68 54 55DQ 26.65 1.682 L 8.00 0.2382, PT 12.20 ( 55) Q 80.09 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 1.91 53 54DQ 28.17 1.682 L 10.00 0.4160 PT 14.11 ( 54) Q 108.25 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 4.16 13 53DQ 31.60 2.154 L 3.00 0.2003 PT 18.27 ( 53) Q 139.85 F=T F 9.00 PE 0.00 BN C100 T 12.00 PF 2.40 PT 20:67 ( 13) 50 119 1.452 L 10.00 0.0786 PT 13.27 (119) Q 29.87 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 0.79 •51 50DQ 28.83 1.682 L 10.00 0.1341 PT 14.06 ( `50) Q 58.70 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 1.34 52 51DQ 29.52 1.682 L 10.60 0.2849 PT 15.40 ( 51) Q 88.23 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 2.85 SU$NlITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 7 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PST/Ft SUMMARY LEN/Ft PSI 13 52DQ 31.60 2.154 L 7.00 0.1505 PT 18.25 ( 52) Q 119.83 F=T F 9.00 PE 0.00 BN C100 T 16.00 PF 2.41 PT 20.66 ( 13) 47 118 1.452 L 8.00 0.0639 PT 10.60 (118) Q 26.70 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 0.51 46 47DQ 25.78 1.682 L 6.00 0.1090 PT 11.11 ( 47) Q 52.48 F=0 F 0.00 PE 0.00 BN C100 T 6.00 PF 0.65 45 46DQ 26.15 1.682 L 8.00 0.2303 PT 11.76 ( 46) Q 78.64 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 1.84 44 45DQ 27.65 1 .682 L 10.00 0.4021 PT 13.60 45 Q 106.28 F=Q F 0.00 PE 0.00 BN C100 T 10.00 PF 4.02 14 44DQ 31.01 2.154 L 3.W 0.1936 PT 17.62 ( 44) Q 137.29 F=T F 9 .00 PE 0.00 BN C100 T 12.00 PF 2.32 PT 19.94 ( 14) ------------------ 41 110 1.452 L 10.00 0.0761 PT 12.81 (110) Q 29.35 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 0.76 42 41DQ 28.31 1.682 L 10.00 0.1297 PT 13.57 ( 41) Q 57. 66 F=0 F 0.00 PE 0.00 BN C100 T 10.00 ' PF 1.30 43 42DQ 28.98 1.682 L 10.00 0.2755 PT 14.87 ( 42) Q 86.63 F=0 F 0.00 P$ 0.00 BN C100 T 10.00 PF 2.75 14 43DQ 31.02 2.154 L 7.00 0.1455 PT 17.62 ( 43) Q 117.65 F=T F 9.00 PE 0.00 BN C100 T 16.00 PF 2.33 PT 19.95 ( 14) 38~109�T T ++ �+ 1.452. L 8.00 0.0633 PT 10.50 (109) Q 26.57 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 0.51 'I SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 8 MITCHELL LUMBER COMPANY STORAGE ADDITION .30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 37 38DQ 25. 65 1.682 L 6.00 0.1080 PT 11.01 ( 38) Q 52.21 F=0 F 0.00 PE 0.00 BN C100 T 6.00 PF 0.65 36 37DQ 26.02 1.682 L 8.00 0.2281 PT 11.66 ( 37) Q 78.23 F=0 F 0.00 PE 0.00 BN C100 T 8.00 PF 1.82 35 36DQ 27.50 1.682 L 10.00 0.3982 PT 13.48 ( 36) Q 105.73 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 3.98 15 35DQ 30.85 2.154 L 3.00 0.1917 PT 17.46 ( 35) Q 136.58 F=T F 9.00 PE 0.00 BN C100 T 12.00 PF 2.30 � PT 19.76 ( 15) 32 101 1.452 L 10.00 0.0754 PT 12.68 (101) Q 29.20 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 0.75 33 32DQ 28.17 1 .682 L 10.00 0.1285 PT 13.43 ( 32) Q 57.36 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 1.28 34 33DQ 28.83 1.682 L 10.00 0.2729 PT 14.71 ( 33) Q 86.19 F=0 F 0.00 PE 0.00 BN C100 T 10.00 PF 2.73 15 34DQ 30.85 2.154 L 7.00 0.1441 PT 17.44 ( 34) Q 117.04. F=T F 9.00 PE 0.00 BN C100 T 16.00 PF 2.31 14 15DQ 136.58 4.260 L 9.00 0.0218 PT 19.75 ( 15) Q 253.62 F=0 F 0.00 PE 0.00 NC C100 T 9.00 PF 0.20 13 14DQ 254.95 4.260 L 9.00 0.0788 PT 19.95 ( 14) Q 508.57 F=0 F 0.00 PE 0.00 NC C100 T 9.00 PF 0.71 12 13DQ 259.68 4.260 L 9.00 0.1691 PT 20.66 ( 13)) Q 768.25 F=0 F 0.00 PE 0.00 NC C100 T 9.00 PF 1.52 11 12DQ 194.73 4.260 L 31.50 0.2568 PT 22.18 ( 12) Q 962.98 F=T F 19.00 PE 0.00 NC C100 T 50.50 PF 12.97 SUBMITTAL SERIAL NO:2454HY1 07-21-1997 PAGE 9 , SUBMITTAL LUMBER COMPANY . STORAGE ADDITION :30 GPM/2600 SQ. FT. FROM TO FLOW DIAM EQUIV P-LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 10 11 4.260 L 41.00 0.2568 PT 35. 15 ( 11) Q 962.98 F=E F 6.00 PE 0.00 FM C100 T 47.00 PF 12.07 9 10 4.260 L 12.00 0.2568 PT 47.22 ( 10) Q 962.98 F=E F 6.00 PE 4.77 FM C100 T 18.00 PF 4.62 3 9 4.026 L 16.00 0.3381 PT 56.61 ( 9) Q 962.98 F=T F 14.00 PE 0.00 FM C100 T 30,00 PF 10.14 2 3 6.065 L 5.33 0.0460 PT 66.75 ( 3) Q 962.98 F=DPV F 34.00 PE 2.31 FR C100 T 39.33 PF 1.81 1 2 6.065 L 4.00 0.0328 PT 70.87 ( 2) Q 962.98 F=CV,GV F 35.00 PE 1.73 FR C120 T 39.00 PF 1.28 0 1 6.160 L 140.00 0.0229 PT 73.88 ( 1) Q 962.98 F=2E,GV,T F 73.00 PE 0.00 UN C140 T 213.00 PF 4.88 PT 78.76 { 0) MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI MAXIMUM VELOCITY IN PIPES 24.27 FPS