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Report (11) , psaolt1 mac' 79)0 SGS, 6a(114-"(7r1 u RECEIVED JAN 302014 CITY OF TIGARD BUILDING DIVISION WATER SUPPLY INFORMATION TEST STATIC AT SRC: 120.0 PSI TEST RESIDUAL AT SRC: 96.0 PSI AT 2564 GPM INFORMATION DERIVED FROM A WATER REPORT SUPPLIED BY PACLAND DURING A FLOW TEST VISIT ON 12/21/11. THE TEST WAS CONDUCTED AT 11:00 A.M., PST AND WITNESSED BY HERB OHLER, TVWD CONSTRUCTION INSPECTOR. FLOW TEST ELEVATION: 196.0 FT AMSL BUILDING PAD ELEVATION: 180.0 FT AMSL THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING: + 6.9 PSI DUE TO ELEVATION DIFFERENCE BETWEEN TEST AND BUILDING DESIGN STATIC AT SRC: 126.9 PSI DESIGN RESIDUAL AT SRC: 102.9 PSI AT 2564 GPM 3.0 PSI STATIC AND 5.0 PSI RESIDUAL PRESSURE LOSSES DUE TO 8" WILKINS 350ADA BACKFLOW PREVENTER ARE NOT INCLUDED. THE ADDITIONAL 5.0 PSI SAFETY FACTOR REQUIRED IS ALSO NOT INCLUDED. TIGARD OUTLOT BOLDING Drawing 9 Date:1/2014 1/28/14 16:53 HYDRAULIC DESIGN INFORMATION SHEET Job Name: TIGARD OUTLOT BULDING Location: SW DARTMOUTH RD & SW 72ND AVE TIGARD, OR 97223 Drawing Date: 1/2014 Remote Area Number: 1 Contractor: FIRESTOP COMPANY Telephone: (360) 718-8604 3203 NE 65th Street, #2 • Vancouver, WA 98663 (360) 718-8603 fax Designer: Bob Knight, CET III, #100164 Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED Occupancy:MERCANTILE Reviewing Authorities:DEPUTY FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:OH 2 System Type:WET Area of Sprinkler Oper. 1612 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: TYCO Area per Sprinkler 130.0 sq ftl Model: TY-B ' Hose Allowance Inside 0 gpm I K-Factor: 8. 00 Hose Allowance Outside 250 gpm I Temperature Rating: 200 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 666. 6 psi Required: 85.4 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 126 . 9 psi Rated Pressure 0.0 psi Residual Pres 102 . 9 psi Elevation 0 At a Flow of 2564 gpm Make: Elevation 0" Model: Location: SITE Source of Information: HENDERSON ENGINEERS • SYSTEM VOLUME 189 Gallons Notes: GRID PEAKED CURRENT LOCATION REQUIRED 85.388 psi 666 .61 gpm SHIFT LEFT(DOWN) REQUIRED 85.279 psi 668 .37 gpm SHIFT RIGHT(UP) REQUIRED 85.211 psi 664.23 gpm TIGARD OUTLOT BOLDING Drawing Date:1/2014 1/28/14 16:53 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref TR Required at Hyd Area 1 417 58.4 psi 1 Pipe 2k" DFx21 DYNA FLOW 15 ' 120 2. 703 417 5.2 1 21/2"Butterfly Valve TYCO "BFV N" 9 ' 120 2. 469 417 5.0 1 2'/z" Grvd Other Valve TYCO "513" 1 ' .120 2 . 469 417 . 0. 7 1 Pipe 4" 10x21 Grvd 2 ' 120 4.260 417 0. 1 1 4" Grvd Check Valve CHART LOSS 417 0.0 Elevation Change 22 '5" 9. 7 Hydr Ref BR Required at BASE OF RISER 417 79.1 psi 1 Pipe 8" DI DUCTILE IRON 522 ' 140 8.390 417 0.6 3 8" MJ 90 Ell 54 ' 120 8 . 071 417 0. 1 1 8" MJ 45 Ell 9 ' 120 8.071 417 0.0 1 8" Flngd Gate Valve 4 ' 120 8.071 417 0. 0 1 8" MJ Tee 35 ' 120 8.071 417 0. 1 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref U4 Required at 8" TO 8" 667 79.9 psi 1 Pipe 8" DI DUCTILE IRON 340 ' 140 8.390 667 0. 9 1 8" MJ Tee 35 ' 120 8.071 667 0.2 Hydr Ref U3 Required at 8" TO 8" 667 80.9 psi 1 Pipe 8" DI DUCTILE IRON 425 ' 140 8 .390 667 1 . 1 1 8" MJ 45 Ell 9 ' 120 8.071 667 0.0 1 8" MJ Tee 35 ' 120 8.071 667 0.2 Hydr Ref U2 Required at 8" TO 8" 667 82.2 psi 1 8" MJ 90 Ell 18 ' 120 8.071 667 0. 1 1 8" Flngd Back Flow Valve WILKIN "35 CHART LOSS 667 2. 7 1 8" Flngd Gate Valve 4 ' 120 8.071 667 0. 0 1 Pipe 8" MJ DUCTILE IRON 155' 140 8.550 667 0.4 Hydr Ref U1 Required at 8" TO 12" 667 85.3 psi 1 12" MJ 90 Ell 27' 120 11 .938 667 0 . 0 2 12" MJ 45 Ell 26 ' 120 11 .938 667 0.0 1 Pipe 12" MJ DUCTILE IRON 70 ' 140 12. 460 667 0.0 Hydr Ref SRC Required at Source 667 85.4 psi Water Source126. 9 psi static, 102. 9 psi residual @ 2564 gpm 667 gpm 124 . 9 psi SAFETY PRESSURE 39.5 psi Available Pressure of 124 . 9 psi Exceeds Required Pressure of 85.4 psi This is a safety margin of 39.5 psi or 32 % of Supply Maximum Water Velocity is 23.5 fps Job Water Required Hose Allowance Pump Info Flow(gi TIGARD OUTLOT BULDING Static Pressure: 126.9 psi Pressure: ' 85.4 psi Inside: 0 gpm Rated Pres: 0 psi SW DARTMOUTHiD &SW 72ND AVE Residual Pressure: 102.9 psi System Flow: 417 gpm Outside: 250 gpm Rated Flow: 0 gpm TIGARD, OR 97223 Flow: 2564 gpm System+Hose: 667 gpm Remote Area: 1 Date: Safety Pres: 39.5 psi Loc:SITE Head Elev Pres: 58.4 psi 140 • Supply 120 100 250 gpm hose 80 60q 58.4 psi 40 20 150 225 300 375 450 525 600 675 750 Flow (gpm) TIGARD OUTLOT BULDING Drawing Date:1/2014 1/28/14 16:53 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S • Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) - Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1 .85 / ID^4. 87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations TIGARD OUTLOT BOLDING Drawing Date:1/2014 1/28/14 16:53 Page 4 • NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'h) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) =,...... 7-- . -- . , . .. z ---- r .r _ .....,,,17..s....-a ..1.: 3 100 21 .37 8.00 10 . 8 26.3 26.0 0.20 101 21 .37 8.00 10.6 26 .0 26.0 0.20 102 21 .37 8.00 10.6 26.0 26.0 0.20 103 21 .37 8.00 10 . 7 26. 1 26.0 0.20 104 21 .37 8.00 11 .2 26 .8 26 .0 0.21 105 21 .81 8. 00 12 .0 27. 7 26.0 0.21 106 21 .81 8.00 11 . 9 27.6 26. 0 0.21 107 21 .81 8.00 11 . 9 27.6 26.0 0.21 108 21 . 81 8. 00 12 . 4 28.2 26.0 0.22 109 22 .24 8.00 12 . 1 27. 8 26.0 0.21 110 22.24 8.00 12 .0 27. 7 26 .0 0.21 111 22 .24 8 .00 12 .0 27. 7 26.0 0.21 112 22 .24 8.00 12 .5 28.3 26.0 0.22 113 22 .67 8.00 15.2 31 .2 26 .0 0.24 114 22 .67 8.00 15. 5 31.5 26.0 0.24 Al 20. 12 31 . 7 A2 20.56 31 . 7 A3 21 .00 32 . 0 A4 21 . 42 32 . 7 A5 21 . 86 34 .2 A6 22.33 53 . 1 B1 20. 12 14 . 4 B2 20.56 14 .3 B3 21 .00 14. 4 B4 21 . 42 15 . 7 B5 21 .86 16 . 1 B6 22 .30 16 . 1 TR 22 .33 58 .4 Max velocity of 23.52 occurs in the pipe from A6 TO TR TIGARD OUTLOT BULDING Drawing Date:1/2014 1/28/14 16:53 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 102 TO TR (PRIMARY PATH) 17.59 1 .728 10.67 10.6 10.6 K = 5.41 102 C=120 0.00 0.0 0.0 17.59 0 .009 10.67 0. 1 10.6 Vel = 2.43 26 . 12 1 . 728 12.00 10. 7 10. 7 K = 8.00 103 C=120 0.00 0.0 0.0 43 . 71 0.049 12 .00 0.6 10. 7 Vel = 6 . 04 26 .82 1 . 728 4E 124. 17 11 .2 11 .2 K = 8.00 104 C=120 2T 45. 16 0.5 0.0 70.53 0.118 169.32 20.0 11 .2 Vel = 9. 74 2 .703 10.01 31 .7 31 .7 Al C=120 0.00 -0.2 0.0 70.53 0.013 10.01 0.1 31 .7 Vel = 3 .98 68.12 2 .703 10.01 31 . 7 31 .7 _ A2 C=120 0.00 -0.2 0.0 See PATH 4 138.65 0.047 10.01 0.5 31 . 7 Vel = 7.83 68.49 2 . 703 9. 76 32 .0 32 .0 A3 C=120 0.00 -0.2 0.0 See PATH 6 207. 14 0.098 9. 76 1 .0 32 .0 Vel = 11 .69 63 .95 2 . 703 10.01 32 . 7 32 .7 A4 C=120 0.00 -0 .2 0.0 See PATH 7 271 .09 0. 161 10.01 1 .6 32 . 7 Vel = 15.31 55.27 2. 703 lE 75. 12 34.2 34.2 A5 C=120 9.33 -0 .2 0.0 See PATH 9 326 .35 0.227 84. 45 19.2 34.2 Vel = 18 .43 90.26 2. 703 lE 5.46 53 . 1 53 . 1 A6 C=120 9.33 0.0 0. 0 See PATH 2 416 .61 0.357 14.78 5 .3 53 . 1 Vel = 23 .52 TR 416 .61 58. 4 K = 54 .53 PATH 2 FROM HYDRAULIC REFERENCE 102 TO A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) TIGARD OUTLOT BOLDING Drawing Date:1/2014 1/28/14 16:53 Tyco Fire Products Page 6 ' HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 102 TO A6 CONTINUED 8.41 1 . 728 8.67 10. 6 10.6 • K = 2.59 102 C=120 0.00 0 .0 0. 0 8.41 0.002 8.67 0.0 10.6 Vel = 1 . 16 26.02 1 . 728 7. 45 10.6 10.6 K = 8.00 101 C=120 0. 00 0.0 0.0 34.43 0 .031 7. 45 0.2 10.6 Vel = 4. 76 26 .31 1 .728 2T 11 .50 10. 8 10. 8 K = 8.00 100 C=120 22 . 58 0.5 0.0 60. 74 0.089 34. 08 3 .0 10.8 Vel = 8.39 2. 703 10.01 14.4 14.4 B1 C=120 0.00 -0.2 0.0 60. 74 0.010 10.01 0. 1 14.4 Vel = 3 .43 42.99 2.703 10 . 01 14.3 14.3 B2 C=120 0 . 00 -0 .2 0.0 See PATH 3 103 .73 0.027 10.01 0.3 14.3 Vel = 5. 86 43 .01 2. 703 2E 10.96 14. 4 14 . 4 B3 C=120 18.65 -0.2 0.0 See PATH 5 146 .74 0.052 29 .61 1 .5 14. 4 Vel = 8.28 -1 .21 2 .703 10.01 15 .7 15.7 B4 C=120 0.00 -0 .2 0.0 See PATH 8 145.53 0.051 10.01 0.5 15.7 Vel = 8.22 -55.27 2 . 703 10.01 16 . 1 16 . 1 B5 C=120 0.00 -0.2 0.0 See PATH 9 90.26 0.021 10. 01 0.2 16 . 1 Vel = 5. 10 1 .728 8E 120. 12 16 . 1 16 . 1 B6 C=120 3T 79. 03 -0 .0 0.0 90.26 0. 186 199. 15 37. 0 16 . 1 Vel = 12 . 47 A6 90.26 53 . 1 K = 12 .39 PATH 3 FROM HYDRAULIC REFERENCE 106 TO B2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) TIGARD OUTLOT BULDING Drawing Date:1/2014 1/28/14 16:53 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 106 TO B2 CONTINUED 15.31 1 .728 12 .00 11 .9 11 .9 K = 4.44 106 C=120 0.00 0.0 0.0 15.31 0.007 12 .00 0. 1 11 .9 Vel = 2. 12 27.68 1 . 728 2T 15.62 12 .0 12 .0 K = 8. 00 105 C=120 22 .58 0.5 0.0 42. 99 0 .047 38 .20 1 .8 12 .0 Vel = 5. 94 B2 42 .99 14.3 K = 11 .36 PATH 4 FROM HYDRAULIC REFERENCE 106 TO A2 12 .27 1 . 728 10.67 11 . 9 11 . 9 K = 3.56 - 106 C=120 0.00 0.0 0.0 12.27 0.005 10.67 0.0 11 .9 Vel = 1 . 70 27.64 1 .728 12 .00 11 .9 11 .9 K = 8.00 107 C=120 0.00 0.0 0.0 39 .91 0 .041 12 .00 0.5 11 .9 Vel = 5.51 28.21 1 .728 4E 124. 17 12 . 4 12 .4 K = 8. 00 108 C=120 2T 45. 16 0.5 0.0 68. 12 0. 111 169.32 18. 7 12. 4 Vel = 9. 41 A2 68. 12 31 . 7 K = 12. 10 PATH 5 FROM HYDRAULIC REFERENCE 110 TO B3 15.24 1 . 728 12.00 12 .0 12 .0 K = 4.40 110 C=120 0.00 0 .0 0 .0 15.24 0 . 007 12 .00 0. 1 12 .0 Vel = 2. 10 27. 77 1 . 728 2T 15.62 12 . 1 12. 1 K = 8. 00 109 C=120 22 .58 0.5 0.0 43 .01 0. 047 38.20 1 .8 12 . 1 Vel = 5.94 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) TIGARD OUTLOT BOLDING Drawing Date:1/2014 1/28/14 16:53 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B3 43 .01 14. 4 K = 11 .34 PATH 6 FROM HYDRAULIC REFERENCE 110 TO A3 12. 44 1 . 728 10.67 12.0 12 .0 K = 3.60 110 C=120 0.00 0.0 0.0 12 . 44 0.005 10.67 0. 1 12 .0 Vel = 1 . 72 27. 74 1 .728 12.00 12. 0 12 .0 K = 8.00 111 C=120 0.00 0.0 0.0 40. 18 0.042 12.00 0.5 12 .0 Vel = 5.55 28.31 1 .728 4E 124.17 12.5 12 .5 K = 8.00 112 C=120 2T 45. 16 0.5 0.0 68.49 0.112 169.32 18. 9 12 .5 Vel = 9.46 . A3 68.49 32 .0 K = 12 . 11 PATH 7 FROM HYDRAULIC REFERENCE 113 TO A4 32. 41 1 .728 12.00 15.2 15.2 K = 8.31 113 C=120 0.00 0. 0 0.0 32 . 41 0.028 12.00 0.3 15.2 Vel = 4. 48 31 .54 1 .728 4E 124.17 15.5 15.5 K = 8.00 114 C=120 2T 45. 16 0.5 0.0 63 .95 0.098 169.32 16 .6 15.5 Vel = 8.83 A4 63 .95 32 . 7 K = 11 . 18 PATH 8 FROM HYDRAULIC REFERENCE B4 TO 113 1 .21 1 . 728 2T 37.08 15 . 7 15. 7 B4 C=120 22.58 -0.5 0. 0 See PATH 2 1 .21 0 . 000 59.66 0 .0 15. 7 Vel = 0. 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) TIGARD OUTLOT BULDING Drawing Date:1/2014 1/28/14 16:53 Tyco Fire Products Page 9 ' HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 113 1.21 15.2 K = 0.31 =====, PATH 9 FROM HYDRAULIC REFERENCE B5 TO A5 55.27 1 . 728 4E 173.25 16. 1 16 . 1 B5 C=120 4T 67. 74 -0. 0 0.0 See PATH 2 55.27 0.075 240.99 18. 1 16 .1 Vel = 7.63 A5 55.27 34.2 K = 9. 46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) SEISMIC BRACING CALCULATIONS Sheet 1 of 3 Job Name:TIGARD OUTLOT BUILDINGS Job#:. ' Address: SW DARTMOUTH RD&SW 72ND AVE Contractor: FIRESTOP COMPANY TIGARD,OR 97223 Address: 3203 NE 65th Street,#2 Vancouver,WA 98663 Phone: (360)718-8604 Sway Brace Structural Fitting Information: Brace Information Make: Model: Allowable Horz Load s $ . Maximum Spacing 22 feet AFCON 77 Per Table 9.3.5.10.3 I Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) 3. a Bracing Material 1"Sch 40 2015 lbs 1425 Divide Rated Load by Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 1 a a E Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 E a L/R Value 200 AFCON E 60-89d/1.155 b Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/1 a j Force Factor(Fp) 0.5042 2015 lbs 1425 1 e Assembly Detail Fastener Information f Details Provided on Plan _ NFPA 13 Figure 9.3.5.9.1 ti i i Orientation Angle B Lu t FASTENER R ca Type Steel N/A -BRACE z e eL a s - Diameter 3/8 9`s.� a € Length(embedment) N/A • y. g s< f g Max Load(Ibs)Steel 1200 FIGURE B e g Max Load(lbs)Wood N/A LOAD PERPENDICULAR 2 i FASTENER HORIZONTAL TO UNDERSIDE ' s OF STRUCTURAL MEMBER a Max Load(lbs)Concrete N/A Pipe Pipe Pipe WEIGHT(Lim/F0 Wp Net Brace Brace Identification on Plans g I hJ a $ Size Type Length ...,...,......,.. Factor Tot.Wgt. Tot.Wgt. A 3 g 21/2 Sch 7 22 5.1 0.5042 56.57 Orientation of Brace g 1 1 1/2 Sch 7 192 2.71 0.5042 262.35 LATERAL a N/A N/A 0 0 0.5042 0.00 LATERAL BRACE INFO E e N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) . s N/A N/A 0 0 0.5042 0.00 Size&Sch ; I N/A N/A 0 0 0.5042 0.00 of Pipe Braced 1 3. N/A N/A 0 0 0.5042 0.00 2 1/2 Sch 7 R n #E N/A N/A 0 0 0.5042 0.00 Max Length of Brace c g" N/A N/A 0 0 0.5042 0.00 25 d N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) ti i N/A N/A 0 0 0.5042 0.00 Table c s" B N/A N/A 0 0 0.5042 0.00 Load 367 € 1 Max Load per Table 9.3.5.3.2 367 Total Weight 318.92 TOTAL t 1 Max Fastener Load 1200 Adjusted Fpw x 1.15(lbs) 366.755HORIZONTAL a 3 • 4 9 Max Structural Fitting Load 1425 LOAD a ?I Max Pipe Fitting Load 1425 Adj Weight does not exceed MAX Allowable Loads g Max Horizntal Brace Load 1310 a z Prepared by Bob Knight,CET III(NICET#100164) Y - SEISMIC BRACING CALCULATIONS Sheet 2 of 3 Job Name:TIGARD OUTLOT BUILDINGS Job#:. Address:SW DARTMOUTH RD&SW 72ND AVE Contractor: FIRESTOP COMPANY TIGARD,OR 97223 Address: 3203 NE 65th Street,#2 Vancouver,WA 98663 Phone: (360)718-8604 Sway Brace Structural Fitting Information: Brace Information Make: Model: Allowable Horz Load 1 Maximum Spacing 80 feet AFCON 77 Per Table 9.3.5.10.3 I Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) e a b Bracing Material 1"Sch 40 2015 lbs 1425 Divide Rated Load by 3 . Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 I. 2 uE Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 n E L/R Value 200 AFCON 410 60-89 d/1.155 n Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/1 a i Force Factor(Fp) 0.5042 2015 lbs 1425 • 1 Assembly Detail fi B - Fastener Information g Details Provided on Plan F E. 8 I NFPA 13 Figure 9.3.5.9.1 1 Orientation Angle H u; Wirs-----, 1 FASTENER a g y U Type Steel N/A ? BRACE p,,, 5 LL c ' = a; s Diameter 3/8 vsy, 2• g Length(embedment) N/A d 8 a FIGURE H a Max Load(lbs)Steel 1035 9 i LOAD PARALLEL A 7, Max Load(lbs)Wood N/A FASTENER INTO FACE H OF STRUCTURAL MEMBER 1 i Max Load(lbs)Concrete N/A t Pipe Pipe Pipe WEIGHT a.t>Fu Wp Net Brace Brace Identification on Plans a E Size Type Length ...,,,,,.,,.<..,�. Factor Tot.Wgt. Tot.Wgt. B % 21/2 Sch 7 80 5.1 0.5042 205.71 Orientation of Brace S a N/A N/A 0 0 0.5042 0.00 LONGITUDINAL l' t N/A N/A 0 0 0.5042 0.00 LATERAL BRACE INFO )) e N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) s f 1 5 E 'fl N/A N/A 0 0 0.5042 0.00 Size&Sch 5 , N/A N/A 0 0 0.5042 0.00 of Pipe Braced 1 g N/A N/A 0 0 0.5042 0.00 2 1/2 Sch 7 " R 1 ; N/A N/A 0 0 0.5042 0.00 Max Length of Brace $ g Brace .! N/A N/A 0 0 0.5042 0.00 N/A . v N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) i @ N/A N/A 0 0 0.5042 0.00 Table N/A s• 8 N/A N/A 0 0 0.5042 0.00 Load N/A 3 g Max Load per Table 9.3.5.3.2 N/A Total Weight 205.71 TOTAL 1 Max Fastener Load 1035 Adjusted FA,I,x 1.15(lbs) 236.57 HORIZONTAL a 5 . 4 2- Max Max Structural Fitting Load 1425 LOAD a j ' Max Pipe Fitting Load 1425 t II Adj Weight does not exceed MAX Allowable Loads )„ Max Horizntal Brace Load 1310 Prepared by Bob Knight,CET III(NICET#100164) SEISMIC BRACING CALCULATIONS Sheet 3 of 3 Job Name:TIGARD OUTLOT BUILDINGS Job#:. • Address: SW DARTMOUTH RD&SW 72ND AVE Contractor: FIRESTOP COMPANY TIGARD,OR 97223 Address: 3203 NE 65th Street,#2 Vancouver,WA 98663 Phone: (360)718-8604 Per the available structural drawing information from sheet S0.02 for this project,the following data has been used to obtain the"Short Period Response Factor"for NFPA 13 Table 9.3.5.6.2: Occupancy Category= Importance Factor:I = 1.0 Site Class= D SDS= 0.705 SD1 = 0.390 Design Category= D The Following information has been obtained using the"U.S.Seismic"Design Maps"Web Application*." Conterminous 48 States Table 9.3.5.6.2 Seismic Coefficent Table 2005 ASCE 7 Standard Ss Cp Zip Code= 97223 0.33 or less 0.35 Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values Ss and S1 =Mapped Spectral Acceleration Values 0.50 0.40 the following equation can be used: Data are based on a 0.05 deg grid spacing 0.60 0.42 Period Centroid Sa 0.70 0.42 C: _C, • {Ss ss-low) (sec) (9) 0.75 0.42 0.2 0.944 (Ss) 0.80 0.44 The Cp value for this project is: 1.0 0.340 (51) 0.90 0.48 Cp= 0.5042 Period Maximum Sa 0.95 0.50 •. (sec) (g) 1.00 0.51 Cp-low= 0.5 0.2 0.971 (Ss) 1.10 0.54 Cp-high= 0.51 1.0 0.347 (S1) 1.20 0.57 Ss= 0.971 Period Minimum Sa 1.25 0.58 Ss-low= 0.95 (sec) (g) 1.30 0.61 Ss-high= 1 0.2 0.907 (Ss) 1.40 0.65 1.0 0.334 (51) 1.50 0.70 Cp=Seismic coefficient Value 1.60 0.75 Cp-low=next lower from table Conterminous 48 States 1.70 0.79 Cp-high=next higher from table 2005 ASCE 7 Standard 1.75 0.82 Ss=Spectral Response Zip Code= 97223 1.80 0.84 Ss-low=next lower from table Spectral Response Accelerations SDs and SD1 1.90 0.89 Ss-high=next higher from table SDs=2/3 x SMs and SD1 =2/3 x SM1 2.00 0.93 Site Class D 2.10 0.98 Period Centroid Sa 2.20 1.03 (sec) (g) 2.30 1.07 0.2 0.706 (SDs) 2.40 1.12 1.0 0.390 (SD1) 2.50 1.17 Period Maximum Sa 2.60 1.21 (sec) (g) 2.70 1.26 0.2 0.720 (SDs) 2.80 1.31 1.0 0.394 (SD1) 2.90 1.35 Period Minimum Sa 3.00 1.40 (sec) (g) 0.2 0.688 (SDs) 1.0 0.386 (SD1) Footnote: 'Seismic design values outputted by this application are from the 2009/2006/2003/2000 International Building Code,the 2005/2002/1998 ASCE-7 Standard, and the 2003/2000/1997 NEHRP Recommended Provisions. Prepared by Bob Knight,CET III (NICET#100164)