Loading...
Correspondence City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 August 1, 2008 II mi RE: RACK STORAGE ►TI�GARD Building Permit: BUP2008 -00238 Construction Type: 5B + i .t Tenant Name: ABS Occupancy Type: B Address: 7440 SW Bonita Rd. Occupant Load: NA The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the Oregon Fire Code (OFC) 2007 Edition. Please provide the following prior to issuance. 1) A sprinkler system analysis shall be submitted to the City of Tigard, Building Division. The analysis shall provide hydraulic calculations verifying that the existing sprinkler system has the required flow for the height of racks and commodity being stored. (OFC Chapter 23 and NFPA13) 2) The drawings of the existing sprinkler system with a density of .29 GPM /SQFT might satisfy what is needed for 18FT storage but we need to know the type of commodity, and the path through Chapter 12 NFPA13 we are taking to get to that density. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfull , , Air wir an Nelson, Senior Plans Examiner (503)718 -2436 dann @tigard- or.gov Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard or.gov • TTY Relay: 503.684.2772 . City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 July 21, 2008 • • . RE: RACK STORAGE �- ;agTttGA E Building Permit: BUP2008 -00238 Construction Type: 56 �y�,�,_, jYS Tenant Name: ABS Occupancy Type: B Address: 7440 SW Bonita Rd. Occupant Load: NA The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the Oregon Fire Code (OFC) 2007 Edition. Please provide the following prior to issuance. 1) A sprinkler system analysis shall be submitted to the City of Tigard, Building Division. The analysis shall provide hydraulic calculations verifying that the existing sprinkler system has the required flow for the height of racks and commodity being stored. (OFC Chapter 23 and NFPA13) When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, - a3 r A t Dan Nelson, Senior Plans Examiner (503)718 -2436 dann @tigard- or.gov Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard - or.gov • TTY Relay: 503.684.2772 A ssociate d _BUSINESS - R Fanatical About Service Elva._ JUL 1 2008 July 2, 2008 CITY OF TI CAR: B UILDING DIVISION To Whom It May Concern: This is a description of the commodities intended to be stored on the racking proposed for installation at the Associated Business Systems warehouse located at 7440 SW Bonita Road in Tigard Oregon, 97224. The commodities are generally categorized as office equipment, toner and supplies for office equipment and parts used in the servicing of office equipment. Office machines are constructed of various materials including plastic exterior panels, steel and aluminum inner frames and silicon wafer printed circuit boards. Smaller quantities of other materials such as rubber or urethane and Teflon coatings are used in paper feed rollers and guides. Photoconductive imaging drums are coated with a non -toxic coating of organic photoconductor or amorphous silicone. The new office machines as received from the manufacturer are contained in their original corrugated packing cartons, packed with Styrofoam blocks or die -cut corrugated blocks inside the cartons to minimize movement and damage. Used office machines are stored without cartons or packing and may be wrapped in poly film or left unwrapped. These machines can be stored on the floor or placed on pallets if they are to be stored on the racking. Paper, toner and supplies will be racked and stored on pallets. Paper is wrapped in reams and packed in cartons. The contents of toner are primarily pigmented plastic resin and powdered metal carrier particles. Other office machine supplies include printer ink and silicone oil. The materials are generally inert, non - volatile and non - reactive. Service parts are composed of the same materials as the office machines and are packed in corrugated cardboard and plastic bags to protect the parts. Thank you, Pat Kennedy Corporate Distribution and Warehouse Manager Associated Business Systems A Ricoh Company "Fanatical About Service" 503 - 619 -4797 <mai Ito :pat kennedy (ii%associatedbusiness. www.associatedbusiness.com ❑ Portland • 7440 SW Bonita Road • Portland, OR 97224 -8018 • (503) 244 -4800 ❑ Salem • 3535 Fairview Industrial Dr. SE • Salem, OR 97302-1155 • (503) 304 -2205 ❑ Eugene • 2920 Chad Drive • Eugene, OR 97408 -7343 • (541) 685 -1650 ❑ Bend • 345 SW Cyber Drive, Ste. 104 • Bend, OR 97702 -1045 • (541) 318-8550 ❑ Spokane • 15310 E. Marietta Avenue, Ste. 8 • Spokane, WA 99216 -1876 • (509) 242 -0800 ❑ Medford • 1912 United Way • Medford, OR 97504 -4970 • (541) 772 -8222 ❑ Roseburg • 693 -B NE Stephens St. • Roseburg, OR 97470 -3166 • (541) 440 -9982 ❑ Seattle • 341 5 South 116th Street, Ste. 113 • Seattle, WA 98168 -1978 • (206) 957 -0467 • Dan Nelson From: Rich Kelly [richk @nwhs.com] Sent: Tuesday, August 19, 2008 8:44 AM To: Dan Nelson Subject: Fw: Associated business systems Racks • Attachments: 8471_X2- 1.PDF; 1870_001.pdf Importance: High Dan, Here is the revised sprinkler calculations with in rack sprinklers for Associated Business Systems permit app# BUP2008- 00238. If there is any other info that you need for the fire system please contact Jason Sampson at 360- 693 -9906. Thank you, Rich Kelly NorthWest Handling Systems 503 - 465 -9200 Office 503 - 481 -6468 Mobile 503 - 465 -0677 Fax Richk(NWHS.Com Original Message o .._,. _� ason�`„S -g "�am^°�` �"=" " on "�.- Frojn: �'Jps _ �_�s�a,,.ast .a._a To: Rich Kelly Sent: Wednesday, August 06, 2008 7:48 AM Subject: Associated business systems Racks Rich, Attached are the revised drawings and calculations for in rack sprinklers. Jason Sampson Designer Project Manager Fire Systems West, Inc. 600 S.E. Maritime Ave, Suite #300 Vancouver, Wa. 98661 Phone: (360)- 693 -9906 Fax: (503)- 289 -2208 iasons@firesystemswest.com 1 FIRE SYSTEMS WEST, INC. 600 S.E. MARITIME AVENUE, SUITE 300 VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR ASSOCIATED BUSINESS SYSTEMS RACK STORAGE FILE NUMBER: ABSINRACKS1 DATE: AUG 6, 2008 - DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS III TO 20FT DENSITY: 0.28 gpm /sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 91.63 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 768.4 gpm TOTAL WATER REQUIRED (including hose): 1018.5 gpm FLOW AND PRESSURE (@ RB): 768.4 gpm @ 94.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch 5.6K NAME OF CONTRACTOR: ABS DESIGN /LAYOUT BY: JASON SAMPSON AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 49732 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50090582 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 V ' • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs { WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D . NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. • TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 119.0 115.0 6190.0 118.9 1018.5 98.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1018.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 768.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.0 K= 5.60 20.9 25.6 2 19.0 K= 5.60 21.5 26.0 3 19.0 K= 5.60 22.5 26.6 4 19.0 K= 5.60 24.7 27.8 j 5 19.0 K= 5.60 28.6 30.0 6 19.0 - - - - 32.5 - - - • 7 • 19.0 - - - - 32.5 - - - 8 16.0 - - - - 37.6 - - - 9 19.0 K= 5.60 25.5 28.3 10 19.0 - - - - 26.2 - - - 11 19.0 K= 5.60 26.6 28.9 12 19.0 K= 5.60 27.8 29.5 13 19.0 K= 5.60 30.5 30.9 14 19.0 - - - - 33.5 - - - 15 19.0 - - - - 33.5 - - - 16 16.0 - - - - 37.7 - - - 17 19.0 K= 5.60 21.0 25.7 • 18 19.0 K= 5.60 21.6 26.0 19 19.0 K= 5.60 22.6 26.6 20 19.0 K= 5.60 24.8 27.9 21 19.0 ' K= 5.60 28.7 30.0 1 22 19.0 - - - - 32.7 - - - i 23 19.0 - - - - 32.7 - - - 24 19.0 - - - - 36.5 - - - 25 19.0 K= 5.60 21.2 25.8 26 19.0 K= 5.60 21.8 26.1 27 19.0 K= 5.60 22.8 26.7 28 19.0 K= 5.60 25.0 28.0 29 19.0 K= 5.60 29.0 30.1 30 19.0 - - - - 32.9 - - - 31 19.0 K= 5.60 26.8 29.0 32 19.0 - - - - 36.8 - - - 33 19.0 K= 5.60 27.2 29.2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 19.0 K= 5.60 28.5 29.9 35 19.0 K= 5.60 31.2 31.3 36 19.0 - - - - 34.3 - - - 37 16.0 - - - - 35.6 - - - 38 16.0 - - - - 38.6 - - - lA 8.0 K= 5.60 8.6 16.4 2A 8.0 K= 5.60 9.3 17.1 3A 8.0 K= 5.60 12.0 19.4 4A 8.0 K= 5.60 13.6 20.7 5A 8.0 K= 5.60 16.7 22.9 i 6A 8.0 K= 5.60 21.7 26.1 7A 8.0 - - - - 26.3 - - - 8A 8.0 - - - - 28.4 - - - RS1 16.0 - - - - 42.1 - - - RT 16.0 - - - - 81.2 - - - A 5.0 - - - - 87.8 - - - B 5.0 - - - - 91.8 - - - • RB 0.5 - - - - 94.4 - - - SRC -3.0 SOURCE 98.2 768.5 • I i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. • NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -25.6 1.380 PL 11.00 PF 0.6 1 19.0 5.6 20.9 25.6 5.5 120 FTG - - -- PE 0.0 2 19.0 5.6 21.5 26.0 0.054 TL 11.00 PV Pipe: 2 -51.6 1.610 PL 11.00 PF 1.0 2 19.0 5.6 21.5 26.0 8.1 120 FTG - - -- PE 0.0 , 3 19.0 5.6 22.5 26.6 0.093 TL 11.00 PV Pipe: 3 -78.1 1.610 PL 11.00 PF 2.2 3 19.0 5.6 22.5 26.6 12.3 120 FTG - - -- PE 0.0 4 19.0 5.6 24.7 27.8 0.201 TL 11.00 PV Pipe: 4 -106.0 1.610 PL 11.00 PF 3.9 4 19.0 5.6 24.7 27.8 16.7 120 FTG - - -- PE 0.0 5 19.0 5.6 28.6 30.0 0.353 TL 11.00 PV Pipe: 5 -135.9 1.6.10 PL 7.00 PF 3.9 5 19.0 5.6 28.6 30.0 21.4 120 FTG - - -- PE 0.0 6 19.0 0.0 32.5 0.0 0.560 TL 7.00 PV Pipe: 6 0.0 1.610 PL 4.00 PF 0.0 6 19.0 0.0 32.5 0.0 0.0 120 FTG - - -- PE 0.0 7 19.0 0.0 32.5 0.0 0.000 TL 4.00 PV Pipe: 7 -135.9 2.067 PL 3.00 PF 3.8 6 19.0 0.0 32.5 0.0 13.0 120 FTG 2T PE 1.3 8 16.0 0.0 37.6 0.0 0.166 TL 23.00 PV Pipe: 8 -28.3 1.380 PL 11.00 PF 0.7 9 19.0 5.6 25.5 28.3 6.1 120 FTG - - -- PE 0.0 I• 10 19.0 0.0 26.2 0.0 0.065 TL 11.00 PV Pipe: 9 -28.3 1.610 PL 11.00 PF 0.3 10 19.0 0.0 26.2 0.0 4.5 120 FTG - - -- PE 0.0 11 19.0 5.6 26.6 28.9 0.031 TL 11.00 PV Piper 10 -57.1 1.610 PL 11.00 PF 1.2 11 19.0 5.6 26.6 28.9 9.0 120 FTG - - -- PE 0.0 12 19.0 5.6 27.8 29.5 0.113 TL 11.00 PV Pipe: 11 -86.7 1.610 PL 11.00 PF 2.7 12 19.0 5.6 27.8 29.5 13.7 120 FTG - - -- PE 0.0 13 19.0 5.6 30.5 30.9 0.243 TL 11.00 PV Pipe: 12 - 117..6 1.610 PL 7.00 PF 3.0 13 19.0 5.6 30.5 30.9 18.5 120 FTG - - -- PE 0.0 14 19.0 0.0 33.5 0.0 0.428 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 0.0 1.610 PL 4.00 PF 0.0 14 19.0 0.0 33.5 0.0 0.0 120 FTG - - -- PE 0.0 15 19.0 0.0 33.5 0.0 0.000 TL 4.00 PV Pipe: 14 -117.6 2.067 PL 3.00 PF 2.9 14 19.0 0.0 33.5 0.0 11.2 120 FTG 2T PE 1.3 16 16.0 0.0 37.7 0.0 0.127 TL 23.00 PV Pipe: 15 -25.7 1.380 PL 11.00 PF 0.6 ■ 17 19.0 5.6 21.0 25.7 5.5 120 FTG - - -- PE 0.0 18 19.0 5.6 21.6 26.0 0.054 TL 11.00 PV I Pipe: 16 -51.7 1.610 PL 11.00 PF 1.0 18 19.0 5.6 21.6 26.0 8.1 120 FTG - - -- PE 0.0 19 19.0 5.6 22.6 26.6 0.094 TL 11.00 PV Pipe: 17 -78.3 1.610 PL 11.00 PF 2.2 ' 19 19.0 5.6 22.6 26.6 12.3 120 FTG - - -- PE 0.0 • 20 19.0 5.6 24.8 27.9 0.202 TL 11.00 PV Pipe: 18 -106.2 1.610 PL 11.00 PF 3.9 20 19.0 5.6 24.8 27.9 16.7 120 FTG - - -- PE 0.0 21 19.0 5.6 28.7 30.0 0.355 TL 11.00 PV I Pipe: 19 -136.3 1.610 PL 7.00 PF 3.9 21 19.0 5.6 28.7 30.0 21.5 120 FTG - - -- PE 0.0 • 22 19.0 0.0 32.7 0.0 0.562 TL 7.00 PV Pipe: 20 0.0 1.610 PL 4.00 PF 0.0 22 19.0 0.0 32.7 0.0 0.0 120 FTG - - -- PE 0.0 23 19.0 0.0 32.7 0.0 0.000 TL 4.00 PV Pipe: 21 -136.3 2.067 PL 3.00 PF 3.8 22 19.0 0.0 32.7 0.0 13.0 120 FTG 2T PE 0.0 24 19.0 0.0 36.5 0.0 0.167 TL 23.00 PV Pipe: 22 -25.8 1.380 PL 11.00 PF 0.6 25 19.0 5.6 21.2 25.8 5.5 120 FTG - - -- PE 0.0 26 19.0 5.6 21.8 26.1 0.055 TL 11.00 PV Pipe: 23 -51.9 1.610 PL 11.00 PF 1.0 26 19.0 5.6 21.8 26.1 8.2 120 FTG - --- PE 0.0 27 19.0 5.6 22.8 26.7 0.094 TL 11.00 PV Pipe: 24 -78.6 1.610 PL 11.00 PF 2.2 27 19.0 5.6 22.8 26.7 12.4 120 FTG - - -- PE 0.0 28 ' 19.0 5.6 25.0 28.0 0.203 TL 11.00 PV Pipe: 25 -106.7 1.610 PL 11.00 PF 3.9 28 19.0 5.6 25.0 28.0 16.8 120 FTG - - -- PE 0.0 29 19.0 5.6 29.0 30.1 0.357 TL 11.00 PV ' . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. • END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 -136.8 1.610 PL 7.00 PF 4.0 29 19.0 5.6 29.0 30.1 21.6 120 FTG PE 0.0 30 19.0 0.0 32.9 0.0 0.566 TL 7.00 PV ■ Pipe: 27 29.0 1.610 PL 11.00 PF 0.4 33 19.0 5.6 27.2 29.2 4.6 120 FTG - - -- PE 0.0 31 19.0 5.6 26.8 29.0 0.032 TL 11.00 PV Pipe: 28 -136.8 2.067 PL 3.00 PF 3.9 30 19.0 0.0 32.9 0.0 13.1 120 FTG 2T PE 0.0 32 19.0 0.0 36.8 0.0 0.168 TL 23.00 PV Pipe: 29 -58.2 1.610 PL 11.00 PF 1.3 33 19.0 5.6 27.2 29.2 9.2 120 FTG - - -- PE 0.0 34 19.0 5.6 28.5 29.9 0.117 TL 11.00 PV Pipe: 30 -88.1 1.610 PL 11.00 PF 2.8 34 19.0 5.6 28.5 29.9 13.9 120 FTG - - -- PE 0.0 35 19.0 5.6 31.2 31.3 0.251 TL 11.00 PV .Pipe: 31 -119.4 1.610 PL 7.00 PF 3.1 35 19.0 5.6 31.2 31.3 18.8 120 FTG - - -- PE 0.0 36 19.0 0.0 34.3 0.0 0.440 TL 7.00 PV Pipe: 32 0.0 1.610 PL 4.00 PF 0.0 36 19.0 0.0 34.3 0.0 0.0 120 FTG - - -- PE 1.3 37 16.0 0.0 35.6 0.0 0.000 TL 4.00 PV Pipe: 33 -119.4 2.067 PL 3.00 PF 3.0 36 19.0 0.0 34.3 0.0 11.4 120 FTG 2T PE 1.3 38 16.0 0.0 38.6 0.0 0.130 TL 23.00 PV • Pipe: 42 -135.9 4.260 PL 8.33 PF 0.0 8 16.0 0.0 37.6 0.0 3.1 120 FTG - - -- PE 0.0 16 16.0 0.0 37.7 0.0 0.005 TL 8.33 PV f ' f Pipe: 43 -253.5 4.260 PL 8.33 PF 0.1 16 16.0 0.0 37.7 0.0 5.7 120 FTG - - -- PE -1.3 24 19.0 0.0 36.5 0.0 0.016 TL 8.33 PV Pipe: 43A -389.8 4.260 PL 8.33 PF 0.3 24 19.0 0.0 36.5 0.0 8.8 120 FTG - ---- PE 0.0 32 19.0 0.0 36.8 0.0 0.034 TL 8.33 PV Pipe: 43B -526.6 4.260 PL 8.33 PF 0.5 32 19.0 0.0 36.8 0.0 11.9 120 FTG - - -- PE 1.3 38 16.0 0.0 38.6 0.0 0.060 TL 8.33 PV Pipe: 43C -646.0 4.260 PL 40.00 PF 3.5 38 16.0 0.0 38.6 0.0 14.5 120 FTG - - -- PE 0.0 RS1 16.0 0.0 42.1 0.0 0.088 TL 40.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 44 -768.4 4.260 PL 240.00 PF 39.1 RS1 16.0 0.0 42.1 0.0 17.3 120 FTG 2T4L PE 0.0 RT 16.0 0.0 81.2 0.0 0.121 TL 324.27 PV Pipe: 45 -768.4 4.260 PL 15.00 PF 1.8 RT 16.0 0.0 81.2 0.0 17.3 120 FTG - - -- PE 4.8 A 5.0 0.0 87.8 0.0 0.121 TL 15.00 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE B 5.0 0.0 91.8 0.0 4.0 psi, 768.4 gpm A 5.0 0.0 87.8 0.0 I. Pipe: 47 -768.4 4.260 PL 5.00 PF 0.6 B 5.0 0.0 91.8 0.0 17.3 120 FTG - - -- PE 1.9 RB 0.5 0.0 94.4 0.0 0.121 TL 5.00 PV Pipe: 48 -768.5 6.280 PL 100.00 PF 2.3 RB 0.5 0.0 94.4 0.0 8.0 140 FTG TLG PE 1.5 SRC -3.0 SRCE 98.2 (N /A) 0.014 TL 166.00 PV Pipe: 49 -16.4 1.049 PL 8.00 PF 0.7 1A 8.0 5.6 8.6 16.4 6.1 120 FTG - - -- PE 0.0 2A 8.0 5.6 9.3 17.1 0.090 TL 8.00 PV Pipe: 50 -33.4 1.049 PL 8.00 PF 2.7 2A 8.0 5.6 9.3 17.1 12.4 120 FTG - - -- PE 0.0 3A 8.0 5.6 12.0 19.4 0.337 TL 8.00 PV Pipe: 51 -52.8 1.380 PL 8.00 PF 1.7 3A 8.0 5.6 12.0 19.4 11.3 120 FTG - - -- ' PE 0.0 4A 8.0 5.6 13.6 20.7 0.206 TL 8.00 PV �. Pipe: 52 -73.5 1.380 PL 8.00 PF 3.0 4A 8.0 5.6 13.6 20.7 15.8 120 FTG - - -- PE 0.0 5A 8.0 5.6 16.7 22.9 0.380 TL 8.00 PV Pipe: 53 -96.4 1.380 PL 8.00 PF 5.0 5A 8.0 5.6 16.7 22.9 20.7 120 FTG - - -- PE 0.0 6A 8.0 5.6 21.7 26.1 0.628 TL 8.00 PV Pipe: 54 -122.4 1.610 PL 2.00 PF 4.6 6A 8.0 5.6 21.7 26.1 19.3 120 FTG T PE 0.0 7A 8.0 0.0 26.3 0.0 0.461 TL 10.00 PV Pipe: 55 -122.4 2.067 PL 12.00 PF 2.0 7A 8.0 0.0 26.3 0.0 11.7 120 FTG L PE 0.0 8A 8.0 0.0 28.4 0.0 0.137 TL 15.00 PV Pipe: 56 -122.4 2.067 PL 80.00 PF 17.2 8A 8.0 0.0 28.4 0.0 11.7 120 FTG 4TB PE -3.5 RS1 16.0 0.0 42.1 0.0 0.137 TL 126.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 50090582 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.545 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.6 ft /sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyV1v GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet • (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 (-1 d O to WATER SUPPLY ANALYSIS " H 140.0 Static: 119. 00 psi Resid: 115. 00 psi Flow: 6190.0 gpm r op LEGEND i N CU Avail able pressure o tr o 1 118. 86 psi @ 1018.5 gpm CI) co Required pressure 1A_ 2 98. 16 psi u 1018.5 gpm - 11. Source Supply Curve G 112.0 a system Demand Curve Cn A ro Pi U H z G 2 E Pi cn P `-< 884.0 Cl) Lli E 3 S X S d U n R ----T tom' E 56.0 m a co P to m C0 H d co i ) 28.0 to up H n cnro H a 0.0 B — — — — m E) (7 . ni V) -14.7 I I I I 1400 2100 2800 3500 4200 4900 5600 6300 7000 FLOW ( GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/6/2008 C:\ HASS78 \HASSDATA \ABSINRACKS1.SDF JOB TITLE: abs t,. WATER SUPPLY CURVE 120 *0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ * < -115.0 psi @ 6190 gpm I Flow Test Point 110+ 1 1 1 100+ IX 1 1 90+ I 1 P 80+ R I E I S 1 S 70+ U 1 I R E 1 60+ 1 P I S I I 50+ 1 I I 40+ 1 I 30,+ 1 I • I 20+ LEGEND 1 1 X = Required Water Supply I 98.16 psi @ 1018.5 gpm 10+ " 1 0 = Available Water Supply " 1 118.86 psi @ 1018.5 gpm " 0 + +- +--- + - - - -+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 1/4^ • I -r• 1.1 n if -9 91 .5eot 1 061 . - \c, Mill OE - 44 I • •1•••••••■■•........ • • Mill S 8 -4 C.1 14. ‘1 4. • • • . . A • 1