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HomeMy WebLinkAbout16710 SMOKEY POINT BLVD_004291_2026 I U - N � C I TY OF ARL I hIGTOhI COh1STRUCT I Ohl BERM I T F 1eRM I T NO_ a 00-4a9 1 Owner: SMOKEY POINT PROPERTIES 16404 SMKY PT BLVD ARLINGTON 98223 Value of Work: $10,000.00 Tax ID: 310529-010-017-00 Phone: 360-659-8551 Describe Work: INSTALL NEW SPRINKLER SYSTEM IN RESTURANT Proposed Use: RESTURANT Legal Description: Job Address: 16710 SMOKEY POINT BLVD Contractor's Name Type Address License# BURNS FIRE SYSTEMS INC SPR P 0 BOX 1110 BURNSFS02403 TOTALS Fee Permit Fee $251.25 Plan Fee $163.31 uy n SIGNATURE.- TOTAL FEE............... .. $414.56 I HE54 Y CERTIFY THAT I HAVE READ AND X MINED THIS APPLICATION AND PAYMENTS............... ...f0.0 KNOW T SAME TO BE TRUE AND COR- RECT AL PROVISIONS OF 1QWS AND TOTAL DUE.............. ... $414.56 ORDI AN ES WOMPLD TYPE OF W K WI L BH WHETHER S ' C F -D �IDATE RECEIPT # U 1 ;Wlaw "Bou co m N W A U1 O v o 0 O 0 0 0 0 ;ocn Cl)0C- K0 Q o ( m mmG) D (D v OOm o D WOC G - v5z m � N coo r C ZF c) v 0Z zo cNn D O j O (D v rt (D a Q n N m CD CO O N uJ u! (D CO C . O N - W O v C1i 000 O (Q co y C c 3 — .-� O S - N Cl) --1 -0;a CD D) uu) .< -n r 5. - — 0 ET o co cn .. u, c m N 0) O (O OD CO -a cn 3 - , _. 0 ET 2 co O m ay m D N p 003 0 -0 3 3 ova v c�D n w cnm D Cn M. v J � 0 � 0 i ,, - BURNS FIRE SYSTEMS, INC. P.O. BOX 1110 GRANITE FALLS, WA 98252 Ph. (425)388-0124 Fax(360)691-2704 LETTER OF TRANSMITTAL BURNSFS02403 City of Arlington Planning and Development Arlington,WA 98223 RE: Smokey Point Office Bldg. Oberg's Restaurant&Lounge We are sending you Attached Under Separate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of letter Change Order Other X Copies Date-, No. Description: 5 10/11/00 Prints and calculations for tenant improvement work These are Transmitted as checked below: For Approval X Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment For Bids Due 2000 REMARKS COPY TO SIGNED: to\ IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. �� ���y�� � �EP��T[���TOFCgAX�@�NIT' �PN1EN? ���� u u �� � v�/u- ub�Z�lU����uuuu U Ul�lu= �38 N, Oiympir. 'din8ton. 223DATE JOB NO. ` |] Muldir� Engineering 17P|mmn|no �hona (2O6> 4Sj4G724 FAX (2U6) 435'390b ATTENTION j TO 414 42' WE ARE SENDING YOU O Attached O Under separate cover via thofoUowin' items: O Shop drawings tE Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED au checked below: U For approval O Approved ansubmitted O Resubmit -copies for approval -� O For your use O Approved annoted O Submit-copies for distribution U As requested O Returned for corrections O Return-corrected prints � >[For review and comment [] _ O FORBIDS DUE 19 O PRINTS RETURNED AFTER LOAN T0US REMARKS COPY TO RECYCLED PAPER: 12 if enclosures are not as noted,kindly notify us at once. , ' OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 t 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 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 / IDA4 . 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 considered on branch lines and cross mains - Path #1 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 I OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 218 25.5 psi 1 Pipe 3" 10x21 CSC 5' 120 3 .260 218 0.2 1 3" Grvd Butterfly Valve CSC "BFV" 10 ' 120 3. 068 218 0 . 6 1 3" Grvd Tee 15 ' 120 3 .068 218 1. 0 2 4" Grvd 90 Ell 10 ' 120 4 .026 218 0.3 2 4" Grvd Tee 20' 120 4 .026 218 0. 6 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 . 026 218 0 .2 1 Pipe 4" 10x25 211 ' 120 4 .260 218 2 .5 Total Loss for TO SYSTEM 5.4 psi 1 Pipe 6" 10x21 NW Pipe 38 ' 120 6.357 218 0. 1 1 6" Fingd Back Flow Valve FEBCO 11856 CHART LOSS 218 5. 0 Elevation Change 1012" 4 . 4 Total Loss for THRU RISER 9.5 psi Hydr Ref R1 Required at AT BASE OF RISER 218 40.4 psi 3 6" MJ 90 Ell 14 ' 120 6. 065 218 0 . 1 1 Pipe 6" DIx18 Cl 52 375' 140 6.590 218 0. 4 Fixed Flow OUTSIDE HOSE 250 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 468 40. 9 psi Water Source 47. 0 psi static, 20. 0 psi residual @ 1480 gpm 468 gpm 43.8 psi SAFETY PRESSURE 2. 9 psi Available Pressure of 43.8 psi Exceeds Required Pressure of 40. 9 psi This is a safety margin of 2.9 psi or 7 % of Supply Maximum Water Velocity is 12. 8 fps �. I OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 17.0 1" 2 0 3 '3" 5. 9 fps 8 .8 8 . 8 8 . 8 -21" 0. 17 gpm/sq ft 1. 090" 0 0 4 ' OTT 0. 080 0. 6 0. 0 -0. 4 21" K= 5. 60 17 .0 120 TL 0 713" 0" 0 .0 8 . 8 9.2 24" REF 25 1'4" 0 0 91011 '0" 3. 4 fps 9. 4 1. 438" 0 0 0" 0. 021 0.2 17.0 120 TL 0 9' 0" 0" 0 . 0 REF 24 16.8 11'4" 0 0 91 0" 6.7 fps 9. 6 9. 6 PATH 2 1.438" 0 0 0" 0.074 0.7 0.3 K= 5.51 33.8 120 TL 0 910" 0" 0 .0 9. 3 REF 23 17.3 1'-�" 0 0 9 '0" 7.5 fps 10.3 10.3 PATH 3 1. 673" 0 0 0" 0. 076 0.7 0.4 K= 5.50 51. 1 120 TL 0 91 0" 0" 0 . 0 9. 9 REF 22 17.6 1',I" 0 0 910" 10.1 fps 10. 9 10.9 PATH 4 1. 673" 0 0 0" 0.131 1.2 0.7 K= 5.50 68.7 120 TL 0 91 0" 0" 0 .0 10 .3 REF 21 18.2 1;�" 0 0 9'0" 12.8 fps 12 .1 12 .1 PATH 9 1. 673" 0 0 0" 0.203 1.8 1.1 K= 5.49 87.0 120 TL 0 91 0" 0" 0 . 0 11. 0 REF 20 2" 0 0 1011" 7. 8 fps 14 .0 2 .140" 2 0 20 '0" 0.061 1. 8 87.0 120 TL 0 3011" 1110" 0 .8 REF Al 3" 0 0 7 'Oil 3. 4 fps 16. 6 3.260" 0 0 0" 0.008 0.1 87.0 120 10 0 710" 0" 0 . 0 REF A2 72.5 3" 0 0 618" 6.2 fps 16. 6 16. 6 PATH 5 3.260" 0 0 0" 0.024 0.2 0.3 K= 17. 90 159.5 120 10 0 6' 8" 0" 0 . 0 16. 4 CONTINUED 16.8 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) CONTINUED REF A3 58.9 3" 8 0 15216" 8 .5 fps 16.8 16. 8 PATH 10 3.260" 0 0 5610" 0. 043 9.0 0 .5 K= 14 .58 218. 4 120 10 0 20816" -9" -0 .3 16 .3 REF W 218.4 gpm PATH 1 K= 43.23 25.5 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 24 HEAD 2 16.8 1" 1 0 1110" 5.8 fps 8. 9 8 . 9 8 . 9 -21" 0.19 gpm/sq ft 1. 090" 1 0 710" 0.078 0.7 0. 0 -0. 4 21" K= 5. 60 16. 8 120 TL 0 8110" 0" 0 .0 8 . 9 9. 3 24" REF 24 16.8 gpm PATH 2 K= 5.43 9.6 psi PATH 3 FROM HYDRAULIC REFERENCE 3 TO 23 HEAD 3 17.3 1" 1 0 1110" 6.0 fps 9.5 9.5 9.5 -21" 0.19 gpm/sq ft 1 . 090" 1 0 710" 0.083 0.7 0.0 -0. 4 21" K= 5. 60 17.3 120 TL 0 8110" 0" 0.0 9.5 9. 9 24" REF 23 17.3 gpm PATH 3 K= 5.40 10.3 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 22 HEAD 4 17. 6 1" 1 0 1 'loll 6. 1 fps 10.2 10.2 10.2 -21" 0.20 gpm/sq ft 1.090" 1 0 710" 0. 085 0.8 0. 0 -0 . 4 21" K= 5. 60 17. 6 120 TL 0 8110" 0" 0.0 10.2 10 . 6 24" REF 22 17.6 gpm PATH 4 K= 5.32 10.9 psi ,� I I' ODERGS RESTAURANT Drawing Date: 10/10/100 8:29 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUI47ARY 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 5 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 18 .0 1" 0 0 214" 6.2 fps 10.2 10.2 10.2 -21" 0.18 gpm/sq ft 1.090" 1 0 510" 0. 089 0.7 0. 0 -0. 4 21" K= 5. 60 18 . 0 120 TL 0 714" 0" 0 . 0 10.2 10. 6 24" REF 28 18.0 1;�" 0 0 7110" 5.3 fps 11. 1 11. 1 PATH 6 1. 673" 0 0 0" 0 .040 0.3 0.2 K= 5. 41 36. 0 120 TL 0 7110" 0" 0. 0 10. 9 REF 27 18 .2 1''," 0 0 515" 8.0 fps 11.4 11.4 PATH 7 1. 673" 0 0 0" 0.085 0.5 0 . 4 K= 5.50 54 .2 120 TL 0 515" 0" 0 . 0 11 . 0 REF 40 18 .3 1;i�" 0 0 19'11" 10.7 fps 11. 8 11.8 PATH 8 1. 673" 0 0 0" 0.145 2. 9 0.8 K= 5.50 72 . 5 120 TL 0 19'11" 0" 0 . 0 11.1 REF 26 2" 0 0 5110" 6.5 fps 14 .5 2.140" 2 0 2010" 0.044 1.1 72 .5 120 TL 0 25110" 1 '10" 0 . 8 REF A2 72.5 gpm PATH 5 K= 17.90 16.4 psi PATH 6 FROM HYDRAULIC REFERENCE 6 TO 28 HEAD 6 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10.2 -21" 0.15 gpm/sq ft 1. 090" 1 0 510" 0. 089 0.7 0.0 -0.4 21" K= 5. 60 18.0 120 TL 0 714" 0" 0 . 0 10 .2 10. 6 24" REF 29 1;'4" 0 0 810" 3. 6 fps 10. 9 1.438" 0 0 0" 0. 023 0.2 18 . 0 120 TL 0 810" 0" 0 .0 REF 28 18.0 gpm PATH 6 K= 5.41 11.1 psi r OBLRGS RESTAGRANT Drawing Date: 10/10/100 8:29 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 7 FROM HYDRAULIC REFERENCE 8 TO 27 HEAD 8 18.2 1" 0 0 6" 6.3 fps 10.5 10.5 10.5 -21" 0.20 gpm/sq ft 1.090" 1 0 510" 0. 091 0.5 0.0 -0.3 21" K= 5. 60 18 .2 120 TL 0 516" 0" 0 . 0 10.5 10. 8 24" REF 27 18.2 gpm PATH 7 K= 5.50 11.0 psi PATH 8 FROM HYDRAULIC REFERENCE 12 TO 40 HEAD 12 18.3 1" 0 0 6" 6. 4 fps 10. 6 10. 6 10. 6 -21" 0. 15 gpm/sq ft 1.090" 1 0 510" 0.092 0.5 0. 0 -0.3 21" K= 5. 60 18 .3 120 TL 0 516" 0" 0 . 0 10. 6 10.9 24" REF 40 18.3 gpm PATH 8 K= 5.50 11.1 psi PATH 9 FROM HYDRAULIC REFERENCE 5 TO 21 HEAD 5 18.2 1" 1 0 116" 6.3 fps 11.4 11.4 11.4 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0.091 0. 8 0. 0 -0.3 21" K= 5. 60 18 .2 120 TL 0 816" 0" 0 . 0 11 . 4 11.7 24" REF 21 18.2 gpm PATH 9 K= 5.24 12.1 psi PATH 10 FROM HYDRAULIC REFERENCE 9 TO A3 HEAD 9 19.7 1" 1 0 319" 6.8 fps 12 . 6 12 . 6 12.6 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0. 105 1. 1 0. 0 -0.3 21" K= 5. 60 19.7 120 TL 0 10 ' 9" 0" 0 . 0 12 . 6 12.8 24" REF 33 1' " 0 0 910" 2 . 9 fps 13.7 1. 673" 0 0 0" 0.013 0. 1 19.7 120 TL 0 9 ' 0" 0" 0. 0 REF 32 19. 6 1'�" 0 0 9'0" 5. 8 fps 13. 8 13 . 8 PATH 11 1. 673" 0 0 0" 0 .047 0.4 0.2 K= 5.32 39.3 120 TL 0 91 0" 0" 0 .0 13. 6 CONTINUED 14.2 psi OBERGS RESTAGRANT Drawing Date: 10/10/100 8:29 j REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMARY 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 10 FROM HYDRAULIC REFERENCE 9 TO A3 CONTINUED REF 31 19. 6 1'"�" 0 0 91 0" 8.7 fps 14.2 14 .2 PATH 12 1. 673" 0 0 0" 0. 099 0.9 0.5 K= 5.30 58 . 9 120 TL 0 91 0" 0" 0.0 13.7 REF 30 2" 0 0 10'ill 5.3 fps 14. 6 2.140" 2 0 2010" 0. 030 0. 9 58 . 9 120 TL 0 3011" 1110" 0.8 REF A3 58.9 gpm PATH 10 K= 14.58 16.3 psi PATH 11 FROM HYDRAULIC REFERENCE 10 TO 32 HEAD 10 19.6 1" 1 0 411" 6.8 fps 12.7 12.7 12 .7 -21" I 0.22 gpm/sq ft 1.090" 1 0 710" 0.104 1.2 0.0 -0.3 21" K= 5. 60 19. 6 120 TL 0 11'ill 0" 0.0 12.7 12. 9 24" REF 32 19.6 gpm PATH 11 K= 5.27 13.8 psi i PATH 12 FROM HYDRAULIC REFERENCE 11 TO 31 1 HEAD 11 19. 6 ill 1 0 4 '111T 6.8 fps 13.0 13.0 13. 0 -21"0.22 gpm/sq ft 1.090 1 0 7 0 0. 104 1.2 0.0 0- " .3 21 K= 5. 60 19. 6 120 TL 0 11 ' 11" 0" 0 .0 13.0 13.3 24" REF 31 19.6 gpm PATH 12 K= 5.21 14.2 psi I r 1 OEERGS RESTAURANT Drawing Date: 10/10/100 8:29 HYDRAULIC DESIGN INFORMATION SHEET -job Name: OBERGS RESTAURANT Location: SMOKEY POINT OFFICE BUILDING SMOKEY POINT BLVD, ARLINGTON,WA Drawing Date: Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS INC. Telephone: 1-425-388-0124 P.O.B. 1110 GRANITE FALLS, WA 98252 Designer: D.YATES Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA #13 Hazard:ORD. GRP 1 System Type:WET Area of Sprinkler Operation 945 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: Model:GB-QR Area per Sprinkler 120 sq ft1 Size: 1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm Temperature Rating: 155 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 468.4 psi Required: 40. 9 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 4/22/98 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 47.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres . 20. 0 psi I Elevation 0 I At a Flow of 1480 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 145 Gallons Notes: /0//"o fie. 8U ertiff d L �1s II Qtrld Yw+ evlv RECEIVED OCT 2000 CITY OF ARLINGTON 09-(`j q - � � o o 0 0 0 0 0 ;u@@0L. 3ERq$ 0 g773 » -< -< e % 30q ¢ k D co02 —- — < n 2 a © $ E co E2 ƒ b 0 2G) N /a o � 0 � � �� m o m E ■ - - � ¥ 'nE£ 0 E w & 0 cn 0 2 UE & 2 � � � o -4 k qao cj -022 \ 2 ] -. _. 2 o (D _E / BCD | k � §c E - -0 o cn � A & ? @ % 6 2q2 - ] - - - - - - - - 0 E o � � to D .. g « 0 bococa 0 33 o0 caa fCA0 22 O q � 0 OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 considered on branch lines and cross mains - Path #1 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 OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTk DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 218 25.5 psi 1 Pipe 3" 10x21 CSC 5' 120 3 .260 218 0.2 1 3" Grvd Butterfly Valve CSC "BFV" 10 ' 120 3 . 068 218 0 . 6 1 3" Grvd Tee 15' 120 3 . 068 218 1 .0 2 4" Grvd 90 Ell 10' 120 4 . 026 218 0.3 2 4" Grvd Tee 20' 120 4 . 026 218 0. 6 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 . 026 218 0 .2 1 Pipe 4" 10x25 211 ' 120 4 .260 218 2 .5 Total Loss for TO SYSTEM 5.4 psi 1 Pipe 6" 10x21 NW Pipe 38 ' 120 6.357 218 0. 1 1 6" Fingd Back Flow Valve FEBCO "856 CHART LOSS 218 5. 0 Elevation Change 1012" 4 . 4 Total Loss for THRU RISER 9.5 psi Hydr Ref R1 Required at AT BASE OF RISER 218 40.4 psi 3 6" MJ 90 Ell 14 ' 120 6. 065 218 0. 1 1 Pipe 6" DIx18 Cl 52 375' 140 6.590 218 0. 4 Fixed Flow OUTSIDE HOSE 250 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 468 40.9 psi Water Source 47.0 psi static, 20.0 psi residual @ 1480 gpm 468 gpm 43.8 psi SAFETY PRESSURE 2.9 psi Available Pressure of 43.8 psi Exceeds Required Pressure of 40. 9 psi This is a safety margin of 2.9 psi or 7 % of Supply Maximum Water Velocity is 12 .8 fps OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 17 .0 1" 2 0 313" 5. 9 fps 8 .8 8 .8 8.8 -21" 0.17 gpm/sq ft 1.090" 0 0 410" 0. 080 0. 6 0. 0 -0.4 21" K= 5. 60 17 . 0 120 TL 0 713" 0" 0 .0 8 . 8 9.2 24" REF 25 111" 0 0 91 0" 3.4 fps 9.4 1.438" 0 0 0" 0. 021 0.2 17 . 0 120 TL 0 91 0" 0" 0 . 0 REF 24 16.8 1114" 0 0 91 0" 6.7 fps 9. 6 9. 6 PATH 2 1.438" 0 0 0" 0. 074 0.7 0.3 K= 5.51 33 . 8 120 TL 0 91 0" 0" 0.0 9.3 REF 23 17.3 13 ,2" 0 0 9'0" 7 .5 fps 10 .3 10.3 PATH 3 1.673" 0 0 0" 0. 076 0 .7 0.4 K= 5.50 51. 1 120 TL 0 91 0" 0" 0 . 0 9. 9 REF 22 17. 6 1;,�" 0 0 9'0" 10.1 fps 10. 9 10.9 PATH 4 1. 673" 0 0 0" 0.131 1.2 0.7 K= 5.56 68 .7 120 TL 0 910" 0" 0 . 0 10.3 REF 21 18.2. 1'W" 0 0 9'0" 12 .8 fps 12.1 12.1 PATH 9 1.673" 0 0 0" 0.203 1.8 1.1 K= 5.49 87 . 0 120 TL 0 91 0" 0" 0 . 0 11.0 REF 20 2" 0 0 1011" 7 . 8 fps 14 .0 2.140" 2 0 2010" 0. 061 1.8 87 . 0 120 TL 0 3011" 1110" 0 .8 REF Al 3" 0 0 7 '0" 3. 4 fps 16. 6 3.2 6 0" 0 0 0" 0. 008 0. 1 87 .0 120 10 0 7 '0" 0" 0 .0 REF A2 72 .5 3" 0 0 618" 6.2 fps 16. 6 16. 6 PATH 5 3.260" 0 0 0" 0. 024 0.2 0.3 K= 17 . 90 159.5 120 10 0 618" 0" 0 . 0 16. 4 CONTINUED 16.8 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) CONTINUED REF A3 58 . 9 3" 8 0 15216" 8 .5 fps 16.8 16 . 8 PATH 10 3.260" 0 0 5610" 0. 043 9.0 0 . 5 K= 14.58 218 . 4 120 10 0 20816" -9" -0 .3 16. 3 REF W 218.4 gpm PATH 1 K= 43.23 25.5 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 24 HEAD 2 16.8 1" 1 0 1 '10" 5. 8 fps 8 . 9 8 . 9 8 . 9 -21" 0.19 gpm/sq ft 1.090" 1 0 7 ,OTT 0.078 0.7 0. 0 -0.4 21" K= 5. 60 16. 8 120 TL 0 8110" 0" 0 . 0 8 . 9 9.3 24" REF 24 16.8 gpm PATH 2 K= 5.43 9. 6 psi PATH 3 FROM HYDRAULIC REFERENCE 3 TO 23 HEAD 3 17.3 1" 1 0 1110" 6.0 fps 9.5 9.5 9.5 -21" 0.19 gpm/sq ft 1.090" 1 0 710" 0.083 0.7 0. 0 -0.4 21" K= 5. 60 17.3 120 TL 0 8110" 0" 0. 0 9.5 9. 9 24" REF 23 17.3 gpm PATH 3 K= 5.40 10.3 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 22 HEAD 4 17. 6 1" 1 0 1110" 6. 1 fps 10.2 10.2 10.2 -21" 0.20 gpm/sq ft 1. 090" 1 0 7 'OTT 0.085 0. 8 0. 0 -0.4 21" K= 5. 60 17. 6 120 TL 0 8 ,10" 0" 0 . 0 10.2 10. 6 24" REF 22 17. 6 gpm PATH 4 K= 5.32 10. 9 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 5 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10 .2 -21" 0.18 gpm/sq ft 1. 090" 1 0 51 0" 0.089 0.7 0. 0 -0 . 4 21" K= 5. 60 18 . 0 120 TL 0 714" 0" 0. 0 10.2 10. 6 24" REF 28 18.0 1' " 0 0 7110" 5.3 fps 11. 1 11. 1 PATH 6 1.673" 0 0 0" 0.040 0.3 0.2 K= 5. 41 36. 0 120 TL 0 7110" 0" 0 . 0 10. 9 REF 27 18.2 1' " 0 0 5'5" 8. 0 fps 11. 4 11.4 PATH 7 1. 673" 0 0 0" 0.085 0.5 0. 4 K= 5.50 54 .2 120 TL 0 5 '5" 0" 0 . 0 11. 0 REF 40 18.3 13,�" 0 0 19 '11" 10.7 fps 11.8 11 . 8 PATH 8 1. 673" 0 0 0" 0. 145 2. 9 0 . 8 K= 5.50 72 .5 120 TL 0 19' 11" 0" 0. 0 11 . 1 REF 26 f 2" 0 0 5110" 6.5 fps 14 .5 2.140" 2 0 2010" 0.044 1. 1 72.5 120 TL 0 25110" 1 ' 10" 0 . 8 REF A2� 72.5 gpm PATH 5 K= 17. 90 16.4 psl PATH 6 FROM HYDRAULIC REFERENCE 6 TO 28 HEAD 6 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10 .2 -21" 0.15 gpm/sq ft 1.090" 1 0 510" 0.089 0.7 0. 0 -0 . 4 21" K= 5. 60 18. 0 120 TL 0 714" 0" 0. 0 10.2 10. 6 24" REF 29 1&14" 0 0 8 'oil 3. 6 fps 10. 9 1.438" 0 0 0" 0. 023 0.2 18 . 0 120 TL 0 810" 0" 0. 0 REF 28 18.0 gpm PATH 6 K= 5.41 11.1 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 7 FROM HYDRAULIC REFERENCE 8 TO 27 HEAD 8 18.2 1" 0 0 6" 6.3 fps 10.5 10.5 10.5 -21" 0.20 gpm/sq ft 1.090" 1 0 5'OTT 0. 091 0.5 0. 0 -0.3 21" K= 5. 60 18 .2 120 TL 0 516" 0" 0 . 0 10.5 10.8 24" REF 27 18.2 gpm PATH 7 K= 5.50 11.0 psi PATH 8 FROM HYDRAULIC REFERENCE 12 TO 40 HEAD 12 18.3 1" 0 0 6" 6.4 fps 10. 6 10. 6 10. 6 -21" 0. 15 gpm/sq ft 1.090" 1 0 510" 0. 092 0.5 0.0 -0.3 21" K= 5. 60 18 .3 120 TL 0 5 ' 6" 0" 0 . 0 10. 6 10. 9 24" REF 40 18.3 gpm PATH 8 K= 5.50 11.1 psi PATH 9 FROM HYDRAULIC REFERENCE 5 TO 21 HEAD 5 18.2 1" 1 0 116" 6.3 fps 11.4 11.4 11.4 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0.091 0. 8 0. 0 -0.3 21" K= 5. 60 18.2 120 TL 0 816" 0" 0 . 0 11. 4 11.7 24" REF 21 18.2 gpm PATH 9 K= 5.24 12.1 psi PATH 10 FROM HYDRAULIC REFERENCE 9 TO A3 HEAD 9 19.7 1" 1 0 3 ' 9" 6. 8 fps 12. 6 12. 6 12.6 -21" 0. 18 gpm/sq ft 1. 090" 1 0 7 '0" 0. 105 1.1 0. 0 -0.3 21" K= 5. 60 19.7 120 TL 0 1019" 0" 0 . 0 12 . 6 12.8 24" REF 33 112" 0 0 9'0" 2. 9 fps 13. 7 1. 673" 0 0 0" 0. 013 0. 1 19.7 120 TL 0 91 0" 0" 0. 0 REF 32 19. 6 1ii�" 0 0 91 0" 5. 8 fps 13.8 13. 8 PATH 11 1. 673" 0 0 0" 0. 047 0.4 0.2 K= 5.32 39.3 120 TL 0 9 '0" 0" 0.0 13 . 6 CONTINUED 14.2 psi OBERGS RESTAGRANT Drawing Date: 10/10/100 8:29 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMIARY 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 10 FROM HYDRAULIC REFERENCE 9 TO A3 CONTINUED REF 31 19. 6 1' 0 0 91 0" 8 .7 fps 14 .2 14.2 PATH 12 1. 673" 0 0 0" 0.099 0. 9 0.5 K= 5.30 58 . 9 120 TL 0 9'0" 0" 0. 0 13.7 REF 30 2" 0 0 10 'ill 5.3 fps 14. 6 2.140" 2 0 2010" 0. 030 0. 9 58 . 9 120 TL 0 30 ' 1" 1 ' 10" 0. 8 REF A3 58.9 gpm PATH 10 K= 14.58 16.3 psi PATH 11 FROM HYDRAULIC REFERENCE 10 TO 32 HEAD 10 19. 6 1" 1 0 41 1" 6. 8 fps 12.7 12.7 12 . 7 -21" 0.22 gpm/sq ft 1.090" 1 0 71 0" 0.104 1.2 0.0 -0 .3 21" K= 5. 60 19. 6 120 TL 0 11 ' 1" 0" 0.0 12 .7 12 . 9 24" REF 32 19.6 gpm PATH 11 K= 5.27 13.8 psi PATH 12 FROM HYDRAULIC REFERENCE 11 TO 31 HEAD 11 19. 6 1" 1 0 4111" 6. 8 fps 13.0 13.0 13 . 0 -21" 0.22 gpm/sq ft 1.090" 1 0 710" 0.104 1.2 0.0 -0. 3 21" K= 5. 60 19. 6 120 TL 0 11 ' 11" 0" 0. 0 13.0 13 . 3 24" REF 31 19.6 gpm PATH 12 K= 5.21 14.2 psi t ,OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 I HYDRAULIC DESIGN INFORMATION SHEET s Job Name: OBERGS RESTAURANT Location: SMOKEY POINT OFFICE BUILDING SMOKEY POINT BLVD, ARLINGTON,WA Drawing Date: Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS INC. Telephone: 1-425-388-0124 P.O.B. 1110 GRANITE FALLS, WA 98252 Designer: D.YATES Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA #13 Hazard:ORD. GRP 1 System Type:WET Area of Sprinkler Operation 945 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: Model:GB-QR Area per Sprinkler 120 sq ft1 Size: 1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 250 gpm 1 CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 468.4 psi Required: 40. 9 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 4/22/98 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 47.0 psi Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres . 20.0 psi Elevation 0 1 At a Flow of 1480 gpm Make: 1 Well Elevation 0" Model: I Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 145 Gallons Notes: tm. g c«on ooeYs n Qnid Yre+ y� p� RECH i/ ED ��► �� OCT 11 2000 CITY OF ARL.INGTON1 Do - L4 & 9 ) fn 0 0 0 0 0 0 0 ;ocncnOC- CDQ o m MmG) O D � � Cn ni OOm (A V 0 WOC m 32 m -i N coo rC Z F c) v i zG) N) D O 0 M ;oID � tD o V' rt' o c n O N C O N N N co p .. OD N O v O O O O Q � N p C CA — .� O p 'C cn O N O -00 D Co M ca C 3 „ C � 5Da N N C (D ON cOODco -0_ -0 _70 0 ET 2 C cn O m NEj CD a 0 N p O O co 0 -0 W 3 3 OMa o o O 2. d J Ch cn 1 0 l OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 considered on branch lines and cross mains - Path #1 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 OBERGS RESTADRANT Drawing Date: 10/10/100 8:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 218 25.5 psi 1 Pipe 3" 10x21 CSC 5' 120 3.260 218 0.2 1 3" Grvd Butterfly Valve CSC "BFV" 10 ' 120 3. 068 218 0 . 6 1 3" Grvd Tee 15' 120 3. 068 218 1 . 0 2 4" Grvd 90 Ell 10 ' 120 4 . 026 218 0.3 2 4" Grvd Tee 20 ' 120 4 . 026 218 0. 6 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 . 026 218 0.2 1 Pipe 4" 10x25 211 ' 120 4 .260 218 2 .5 Total Loss for TO SYSTEM 5.4 psi 1 Pipe 6" 10x21 NW Pipe 38 ' 120 6.357 218 0. 1 1 6" Fingd Back Flow Valve FEBCO 11856 CHART LOSS 218 5. 0 Elevation Change 1012" 4 . 4 Total Loss for THRU RISER 9.5 psi Hydr Ref R1 Required at AT BASE OF RISER 218 40.4 psi 3 6" MJ 90 Ell 14 ' 120 6. 065 218 0. 1 1 Pipe 6" DIx18 Cl 52 375' 140 6.590 218 0. 4 Fixed Flow OUTSIDE HOSE 250 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 468 40.9 psi Water Source 47.0 psi static, 20. 0 psi residual @ 1480 gpm 468 gpm 43.8 psi SAFETY PRESSURE 2.9 psi Available Pressure of 43.8 psi Exceeds Required Pressure of 40. 9 psi This is a safety margin of 2.9 psi or 7 % of Supply Maximum Water Velocity is 12. 8 fps OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUbIldARY 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 17.0 1" 2 0 3 '3" 5. 9 fps 8 .,8 8. 8 8.8 -21" 0.17 gpm/sq ft 1. 090" 0 0 410" 0. 080 0. 6 0. 0 -0. 4 21" K= 5. 60 17 .0 120 TL 0 713" 0" 0 . 0 8 . 8 9.2 24" REF 25 1'"4" 0 0 910" 3. 4 fps 9. 4 1.438" 0 0 0" 0.021 0.2 17 . 0 120 TL 0 910" 0" 0 . 0 REF 24 16.8 1'4" 0 0 91 0" 6.7 fps 9. 6 9. 6 PATH 2 1.438" 0 0 0" 0. 074 0.7 0.3 K= 5.51 33.8 120 TL 0 91 0" 0" 0 . 0 9.3 REF 23 17.3 11,�" 0 0 91 0" 7.5 fps 10.3 10.3 PATH 3 1. 673" 0 0 0" 0. 076 0.7 0.4 K= 5.50 51. 1 120 TL 0 91 0" 0" 0 . 0 9. 9 REF 22 17. 6 13,1" 0 0 9'Of, 10. 1 fps 10. 9 10. 9 PATH 4 1. 673" 0 0 0" 0.131 1.2 0.7 K= 5.50 68 .7 120 TL 0 91 0" 0" 0 . 0 10.3 REF 21 18.2 1' " 0 0 9'0" 12. 8 fps 12 . 1 12 . 1 PATH 9 1. 673" 0 0 0" 0.203 1 . 8 1.1 K= 5. 49 87. 0 120 TL 0 91 0" 0" 0 . 0 11. 0 REF 20 2" 0 0 10 'Iry 7.8 fps 14 . 0 2.140" 2 0 2010" 0.061 1. 8 87. 0 120 TL 0 30 ' 1" 1110" 0 .8 REF Al 3" 0 0 7 'Off 3. 4 fps 16. 6 3.260" 0 0 0" 0.008 0. 1 87. 0 120 10 0 7 ' 0" 0" 0 . 0 REF A2 72.5 3" 0 0 618" 6.2 fps 16. 6 16. 6 PATH 5 3.260" 0 0 0" 0.024 0.2 0.3 K= 17 . 90 159.5 120 10 0 618" 0" 0 . 0 16. 4 CONTINUED 16.8 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) CONTINUED REF A3 58 . 9 3" 8 0 15216" 8.5 fps 16.8 16.8 PATH 10 3.260" 0 0 5610" 0. 043 9. 0 0.5 K= 14 .58 218 . 4 120 10 0 208 ' 6" -9" -0 .3 16.3 REF W 218.4 gpm PATH 1 K= 43.23 25.5 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 24 HEAD 2 16.8 1" 1 0 1110" 5. 8 fps 8. 9 8 . 9 8 . 9 -21" 0.19 gpm/sq ft 1.090" 1 0 710" 0.078 0.7 0.0 -0. 4 21" K= 5. 60 16. 8 120 TL 0 8110" 0" 0 .0 8 . 9 9.3 24" REF 24 16.8 gpm PATH 2 K= 5.43 9. 6 psi PATH 3 FROM HYDRAULIC REFERENCE 3 TO 23 HEAD 3 17.3 1" 1 0 1110" 6. 0 fps 9.5 9.5 9.5 -21" 0.19 gpm/sq ft 1. 090" 1 0 710" 0.083 0.7 0. 0 -0.4 21" K= 5. 60 17. 3 120 TL 0 8 '10" 0" 0 . 0 9.5 9. 9 24" REF 23 17.3 gpm PATH 3 K= 5.40 10.3 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 22 HEAD 4 17. 6 1" 1 0 1110" 6. 1 fps 10.2 10.2 10.2 -21" 0.20 gpm/sq ft 1.090" 1 0 7 '0" 0. 085 0. 8 0. 0 -0.4 21" K= 5.60 17. 6 120 TL 0 8110" 0" 0 . 0 10.2 10.6 24" REF 22 17.6 gpm PATH 4 K= 5.32 10. 9 psi j OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMARY 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 5 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 18.0 1" 0 0 214" 6.2 fps 10 .2 10.2 10.2 -21" 0. 18 gpm/sq ft 1. 090" 1 0 510" 0.089 0.7 0. 0 -0.4 21" K= 5. 60 18 . 0 120 TL 0 714" 0" 0 . 0 10.2 10. 6 24" REF 28 18.0 1;.�" 0 0 7110" 5.3 fps 11. 1 11. 1 PATH 6 1. 673" 0 0 0" 0.040 0.3 0.2 K= 5.41 36.0 120 TL 0 7110" 0" 0 . 0 10. 9 REF 27 18.2 111" 0 0 515" 8.0 fps 11. 4 11.4 PATH 7 1. 673" 0 0 0" 0. 085 0.5 0. 4 K= 5.50 54 .2 120 TL 0 515" 0" 0 . 0 11 . 0 REF 40 18.3 1li�" 0 0 19111" 10.7 fps 11.8 11.8 PATH 8 1. 673" 0 0 0" 0.145 2 . 9 0. 8 K= 5.50 72 .5 120 TL 0 19' 11" 0" 0 . 0 11.1 REF 26 2" 0 0 5'10" 6.5 fps 14 .5 2.140" 2 0 2010" 0.044 1. 1 72.5 120 TL 0 25110" 1110" 0. 8 REF A2 72.5 gpm PATH 5 K= 17.90 16.4 psi PATH 6 FROM HYDRAULIC REFERENCE 6 TO 28 HEAD 6 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10.2 -21" 0.15 gpm/sq ft 1.090" 1 0 5'0" 0.089 0.7 0. 0 -0.4 21" K= 5. 60 18 . 0 120 TL 0 7 ' 4" 0" 0. 0 10.2 10.6 24" REF 29 1;'4" 0 0 8 ' 0" 3. 6 fps 10. 9 1. 438" 0 0 0" 0.023 0.2 18.0 120 TL 0 8 ' 0" 0" 0 .0 REF 28 18.0 gpm PATH 6 K= 5.41 11.1 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 7 FROM HYDRAULIC REFERENCE 8 TO 27 HEAD 8 18 .2 1" 0 0 6" 6. 3 fps 10.5 10.5 10.5 -21" 0.20 gpm/sq ft 1.090" 1 0 5'0" 0.091 0.5 0. 0 -0.3 21" K= 5. 60 18 .2 120 TL 0 516" 0" 0 . 0 10.5 10. 8 24" REF 27 18.2 gpm PATH 7 K= 5.50 11.0 psi PATH 8 FROM HYDRAULIC REFERENCE 12 TO 40 HEAD 12 18.3 1" 0 0 6" 6. 4 fps 10. 6 10 . 6 10 .6 -21" 0. 15 gpm/sq ft 1.090" 1 0 5' OTT 0. 092 0.5 0 .0 -0.3 21" K= 5. 60 18 . 3 120 TL 0 516" 0" 0. 0 10 . 6 10 .9 24" REF 40 18.3 gpm PATH 8 K= 5.50 11.1 psi PATH 9 FROM HYDRAULIC REFERENCE 5 TO 21 HEAD 5 18.2 1" 1 0 116" 6.3 fps 11. 4 11. 4 11.4 -21" 0.18 gpm/sq ft 1. 090" 1 0 71 0" 0.091 0. 8 0.0 -0.3 21" K= 5. 60 18 .2 120 TL 0 816" 0" 0 . 0 11. 4 11.7 24" REF 21 18.2 gpm PATH 9 K= 5.24 12.1 psi PATH 10 FROM HYDRAULIC REFERENCE 9 TO A3 HEAD 9 19.7 1" 1 0 3 '9" 6.8 fps 12. 6 12. 6 12 . 6 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0.105 1. 1 0.0 -0 .3 21" K= 5. 60 19.7 120 TL 0 1019" 0" 0. 0 12 . 6 12 . 8 24" REF 33 13,�" 0 0 91 0" 2. 9 fps 13 . 7 1. 673" 0 0 0" 0. 013 0. 1 19. 7 120 TL 0 9 ' 0" 0" 0 . 0 REF 32 19. 6 1'i�" 0 0 9' owl 5. 8 fps 13. 8 13 . 8 PATH 11 1. 673" 0 0 0" 0. 047 0.4 0 .2 K= 5.32 39.3 120 TL 0 910" 0" 0. 0 13 . 6 CONTINUED _ 14.2 psi OBERGS RESTAGRANT Drawing Date: 10/10/100 8:29 IUM OTE 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 10 FROM HYDRAULIC REFERENCE 9 TO A3 CONTINUED REF 31 19. 6 lam" 0 0 91 0" 8.7 fps 14 .2 14 .2 PATH 12 1. 673" 0 0 0" 0.099 0. 9 0.5 K= 5.30 58 . 9 120 TL 0 910" 0" 0 . 0 13 .7 REF 30 _ 2" 0 0 10 '1" 5 .3 fps 14. 6 2. 140" 2 0 2010" 0.030 0. 9 58 . 9 120 TL 0 3011" 1110" 0.8 REF A3 58. 9 gpm PATH 10 K= 14.58 16.3 psi PATH 11 FROM HYDRAULIC REFERENCE 10 TO 32 HEAD 10 19.6 1" 1 0 411" 6. 8 fps 12.7 12.7 12 .7 -21" 0.22 gpm/sq ft 1.090" 1 0 710" 0.104 1.2 0. 0 -0 .3 21" K= 5. 60 19. 6 120 TL 0 11'1" 0" 0. 0 12 .7 12 .9 24" REF 32 19.6 gpm PATH 11 K- 5.27 13.8 psi- PATH 12 FROM HYDRAULIC REFERENCE 11 TO 31 HEAD 11 19. 6 1" 1 0 4111" 6 . 8 fps 13.0 13. 0 13.0 -21" 0.22 gpm/sq ft 1.090" 1 0 710" 0.104 1.2 0.0 -0 .3 21" K= 5. 60 19. 6 120 TL 0 11 '11" 0" 0.0 13. 0 13 .3 24" REF 31 19.6 gpm PATH 12 K= 5.21 14.2 psi OBBERGS RESTAURANT Drawing Date: 10/10/100 8:29 HYDRAULIC DESIGN INFORMATION SHEET Job Name: OBERGS RESTAURANT Location: SMOKEY POINT OFFICE BUILDING SMOKEY POINT BLVD, ARLINGTON,WA Drawing Date: Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS INC. Telephone: 1-425-388-0124 P.O.B. 1110 GRANITE FALLS, WA 98252 Designer: D.YATES Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA #13 Hazard:ORD. GRP 1 System Type:WET Area of Sprinkler Operation 945 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: Model:GB-QR Area per Sprinkler 120 sq ftj Size: 1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm Temperature Rating: 155 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 468.4 psi Required: 40. 9 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data Tank or Reservoir Date of Test 4/22/98 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 47.0 psi I Rated Pressure 0. 0 psi I Elevation 0 Residual Pres . 20.0 psi I Elevation 0 I At a Flow of 1480 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 145 Gallons Notes: CatiBc� eYs D"van 42� w ti — cn 'U 0 o S R S E / ;o ¢ @0C- g3Rq$ C77 ƒ o > @ ¢ 30f Cl) 0 ca 9 - � - — - 5 2 ® N 2 m ca k � / 2 2 � % / 0 m CD ■ « o k E � R � & � § R B 2 / E � N)_ . . 00 7 o00 �C q22 % 2 / con) / ƒ � � k � §2 < -nECL — � 0 � 2 . _ . � i � / » % % @ = c 2q2 ] — Eeo / CD / F 2 oo § cc cc 0 33 CD o =� @ � � � @ cn co D aj � k � OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 considered on branch lines and cross mains - Path #1 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 OBERGS RESTAGRANT Drawing Date: 10/10/100 8:29 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 218 25.5 psi 1 Pipe 3" 10x21 CSC 5' 120 3.260 218 0.2 1 3" Grvd Butterfly Valve CSC "BFV" 10 ' 120 3. 068 218 0 . 6 1 3" Grvd Tee 15 ' 120 3.068 218 1 . 0 2 4" Grvd 90 Ell 10 ' 120 4 . 026 218 0.3 2 4" Grvd Tee 20 ' 120 4 . 026 218 0. 6 1 4" Grvd Butterfly Valve CSC "BFV" 14 ' 120 4 . 026 218 0.2 1 Pipe 4" 10x25 211 ' 120 4 .260 218 2 .5 Total Loss for TO SYSTEM 5.4 psi 1 Pipe 6" 10x21 NW Pipe 38 ' 120 6.357 218 0. 1 1 6" Fingd Back Flow Valve FEBCO 11856 CHART LOSS 218 5. 0 Elevation Change 1012" 4 . 4 Total Loss for THRU RISER 9.5 psi Hydr Ref R1 Required at AT BASE OF RISER 218 40.4 psi 3 6" MJ 90 Ell 14 ' 120 6. 065 218 0 . 1 1 Pipe 6" DIx18 Cl 52 375' 140 6.590 218 0.4 Fixed Flow OUTSIDE HOSE 250 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 468 40. 9 psi Water Source 47.0 psi static, 20. 0 psi residual @ 1480 gpm 468 gpm 43.8 psi SAFETY PRESSURE 2. 9 psi Available Pressure of 43.8 psi Exceeds Required Pressure of 40. 9 psi This is a safety margin of 2.9 psi or 7 % of Supply Maximum Water Velocity is 12 . 8 fps OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 17.0 1" 2 0 313" 5. 9 fps 8 . 8 8 .8 8 .8 -21" 0.17 gpm/sq ft 1.090" 0 0 410" 0. 080 0. 6 0. 0 -0.4 21" K= 5. 60 17 . 0 120 TL 0 713" 0" 0 . 0 8 . 8 9.2 24" REF 25 1;'4" 0 0 910" 3. 4 fps 9. 4 1.438" 0 0 o" 0. 021 0.2 17. 0 120 TL 0 910" 0" 0 . 0 REF 24 16.8 1:4" 0 0 9'OFT 6.7 fps 9. 6 9. 6 PATH 2 1.438" 0 0 0" 0. 074 0.7 0.3 K= 5.51 33. 8 120 TL 0 91 0" 0" 0 . 0 9.3 REF 23 17.3 1''1" 0 0 91 0" 7.5 fps 10.3 10.3 PATH 3 1. 673" 0 0 0" 0 . 076 0.7 0. 4 K= 5.50 51. 1 120 TL 0 91 0" 0" 0 . 0 9. 9 REF 22 17. 6 1'�2" 0 0 9'0" 10.1 fps 10. 9 10. 9 PATH 4 1. 673" 0 0 0" 0.131 1.2 0.7 K= 5.50 68 .7 120 TL 0 910" 0" 0 . 0 10 .3 REF 21 18.2 iie 0 0 9'0" 12. 8 fps 12 . 1 12.1 PATH 9 1.673" 0 0 0" 0.203 1. 8 1.1 K= 5.49 87. 0 120 TL 0 91 0" o" 0. 0 11.0 REF 20 2" 0 0 loll" 7. 8 fps 14 . 0 2.140" 2 0 2010" 0 . 061 1. 8 87. 0 120 TL 0 3011" 1 ' l0" 0 . 8 REF Al 3" 0 0 7'OTT 3.4 fps 16. 6 3.260" 0 0 0" 0.008 0. 1 87. 0 120 10 0 710" 0" 0 . 0 REF A2 72.5 3" 0 0 618" 6.2 fps 16. 6 16. 6 PATH 5 3.260" 0 0 o" 0. 024 0.2 0.3 K= 17 .90 159.5 120 10 0 618" 0" 0 . 0 16. 4 CONTINUED 16.8 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) CONTINUED REF A3 58. 9 3" 8 0 15216" 8 .5 fps 16.8 16. 8 PATH 10 3.260" 0 0 5610" 0.043 9.0 0.5 K= 14 .58 218 . 4 120 10 0 208 ' 6" -9" -0 .3 16.3 REF W 218.4 gpm PATH 1 K= 43.23 25.5 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 24 HEAD 2 16. 8 1" 1 0 1 '10" 5.8 fps 8 . 9 8 . 9 8. 9 -21" 0.19 gpm/sq ft 1.090" 1 0 710" 0.078 0.7 0.0 -0. 4 21" K= 5.60 16. 8 120 TL 0 8110" 0" 0 .0 8. 9 9.3 24" REF 24 16.8 gpm PATH 2 K= 5.43 9. 6 psi PATH 3 FROM HYDRAULIC REFERENCE 3 TO 23 HEAD 3 17.3 1" 1 0 1110" 6. 0 fps 9.5 9.5 9.5 -21" 0.19 gpm/sq ft 1.090" 1 0 710" 0.083 0.7 0.0 -0 . 4 21" K= 5. 60 17 . 3 120 TL 0 8110" 0" 0 .0 9.5 9. 9 24" REF 23 17.3 gpm PATH 3 K= 5.40 10.3 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 22 HEAD 4 17. 6 1" 1 0 1110" 6.1 fps 10.2 10.2 10 .2 -21" 0.20 gpm/sq ft 1.090" 1 0 710" 0.085 0. 8 0.0 -0 . 4 21" K= 5. 60 17 . 6 120 TL 0 8 ' 10" 0" 0 . 0 10.2 10 . 6 24" REF 22 17.6 gpm PATH 4 K= 5.32 10.9 psi w OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SLndMARY 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 5 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10.2 -21" 0.18 gpm/sq ft 1. 090" 1 0 5'OTT 0.089 0.7 0. 0 -0. 4 21" K= 5. 60 18 . 0 120 TL 0 714" 0" 0 . 0 10 .2 10. 6 24" REF 28 18.0 1�" 0 0 7110" 5.3 fps 11. 1 11.1 PATH 6 1. 673" 0 0 0" 0. 040 0.3 0.2 K= 5. 41 36. 0 120 TL 0 7110" 0" 0 . 0 10. 9 REF 27 18.2 l," 0 0 515" 8.0 fps 11.4 11.4 PATH 7 1. 673" 0 0 0" 0. 085 0.5 0.4 K= 5.50 54 .2 120 TL 0 5'5" 0" 0 . 0 11. 0 REF 40 18 .3 1�" 0 0 19'11" 10.7 fps 11. 8 11. 8 PATH 8 1. 673" 0 0 0" 0.145 2 . 9 0. 8 K= 5.50 72 .5 120 TL 0 19' 11" 0" 0. 0 11.1 REF 26 2" 0 0 5110" 6.5 fps 14 .5 2 .140" 2 0 2010" 0. 044 1.1 72.5 120 TL 0 25110" 1 '10" 0 . 8 REF A2 72.5 gpm PATH 5 K= 17. 90 16.4 psi PATH 6 FROM HYDRAULIC REFERENCE 6 TO 28 HEAD 6 18.0 1" 0 0 214" 6.2 fps 10.2 10.2 10 .2 -21" 0.15 gpm/sq ft 1. 090" 1 0 5'0" 0. 089 0.7 0. 0 -0. 4 21" K= 5. 60 18.0 120 TL 0 714" 0" 0. 0 10 .2 10. 6 24" REF 29 1'4" 0 0 8 'OTT 3. 6 fps 10. 9 1.438" 0 0 0" 0. 023 0.2 18 .0 120 TL 0 8 ' OTT 0" 0 . 0 REF 28 18.0 gpm PATH 6 K= 5.41 11.1 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 7 FROM HYDRAULIC REFERENCE 8 TO 27 HEAD 8 18 .2 1" 0 0 6" 6.3 fps 10.5 10.5 10.5 -21" 0.20 gpm/sq ft 1. 090" 1 0 510" 0 . 091 0.5 0. 0 -0.3 21" K= 5. 60 18 .2 120 TL 0 516" 0" 0.0 10.5 10.8 24" REF 27 18.2 gpm PATH 7 K= 5.50 11.0 psi PATH 8 FROM HYDRAULIC REFERENCE 12 TO 40 HEAD 12 18.3 1" 0 0 6" 6.4 fps 10. 6 10. 6 10. 6 -21" 0.15 gpm/sq ft 1.090" 1 0 510" 0. 092 0.5 0.0 -0.3 21" K= 5. 60 18 .3 120 TL 0 5 ' 6" 0" 0.0 10. 6 10 . 9 24" REF 40 18.3 gpm PATH 8 K= 5.50 11.1 psi PATH 9 FROM HYDRAULIC REFERENCE 5 TO 21 HEAD 5 18.2 1" 1 0 1 '6" 6.3 fps 11.4 11.4 11. 4 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0. 091 0.8 0.0 -0.3 21" K= 5. 60 18 .2 120 TL 0 816" 0" 0.0 11.4 11.7 24" REF 21 18.2 gpm PATH 9 K= 5.24 12.1 psi PATH 10 FROM HYDRAULIC REFERENCE 9 TO A3 HEAD 9 19.7 1" 1 0 319" 6. 8 fps 12 . 6 12. 6 12 . 6 -21" 0.18 gpm/sq ft 1.090" 1 0 710" 0 . 105 1.1 0. 0 -0.3 21" K= 5.60 19. 7 120 TL 0 1019" 0" 0 .0 12. 6 12 . 8 24" REF 33 l.L" 0 0 9'0" 2 . 9 fps 13.7 1. 673" 0 0 0" 0. 013 0. 1 19. 7 120 TL 0 91 0" 0" 0 . 0 REF 32 19. 6 12" 0 0 9'0" 5. 8 fps 13. 8 13. 8 PATH 11 1. 673" 0 0 0" 0. 047 0. 4 0.2 K= 5.32 39. 3 120 TL 0 91 0" 0" 0.0 13. 6 CONTINUED 14.2 psi OBERGS RESTAURANT Drawing Date: 10/10/100 8:29 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 10 FROM HYDRAULIC REFERENCE 9 TO A3 CONTINUED REF 31 19. 6 1 0 0 91 0" 8 .7 fps 14 .2 14 .2 PATH 12 1. 673" 0 0 0" 0.099 0. 9 0 .5 K= 5.30 58 . 9 120 TL 0 91 0" 0" 0 . 0 13 .7 REF 30 2" 0 0 10 '1" 5.3 fps 14 . 6 2. 140" 2 0 2010" 0.030 0. 9 58. 9 120 TL 0 30 ' 1" 1110" 0. 8 REF A3 58.9 gpm PATH 10 K= 14.58 16.3 psi PATH 11 FROM HYDRAULIC REFERENCE 10 TO 32 HEAD 10 19. 6 1" 1 0 411" 6. 8 fps 12.7 12.7 12 . 7 -21" 0.22 gpm/sq ft 1. 090" 1 0 710" 0.104 1.2 0. 0 -0 .3 21" K= 5. 60 19. 6 120 TL 0 11 ' 1" 0" 0. 0 12 .7 12 . 9 24" REF 32 19.6 gpm PATH 11 K= 5.27 13.8 psi I PATH 12 FROM HYDRAULIC REFERENCE 11 TO 31 I HEAD 11 19. 6 1" 1 0 4111" 6.8 fps 13.0 13.0 13. 0 -21" 0.22 gpm/sq ft 1.090" 1 0 710" 0.104 1.2 0.0 -0 .3 21" K= 5.60 19. 6 120 TL 0 11' 11" 0" 0 .0 13. 0 13.3 24" REF 31 19.6 gpm PATH 12 K= 5.21 14.2 psi i ichael J1,,Gale &Associates _ BUILDING CODE/FIRE CODE CONSULTANTS FIRE INVESTIGATION October 18, 2000 RE 0 E IV E D OCT 1 9 2000 TO: Burns Fire Systems, Inc. PO Box 140 Granite Falls, WA FR: Jim Tracy Code Consultant MJG and Associates RE: Oberg's Restaurant Smokey Point Blvd/ Arlington, WA PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM The automatic sprinkler system plan submitted by Burns Fire Systems and stamped (sealed) by David Yates for the above named facility has been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems (UBC Standard 9-1). The plan review set includes one sheet and hydraulic calculations. This plan submittal is a partial submittal for a tenant improvement, therefore this review does not include commentary on underground piping, system riser, control valves, earthquake bracing, fire department connection, etc. Plan Review Comments: 1. Review of the hydraulic calculations indicates that the system design is adequate based on the following water supply information included with the submittal: Static pressure 47 psi, residual pressure of 20 psi when flowing 1480 gpm. P.O. Box 1390 • Monroe,WA 98272-4390 • Tel 425-788-8962 • Fax 425-788-7492 • Toll Free: 888-456-7300 i I 1 1 %. Y �. J� � ichael ale &Associates 2. This submittal and review do not include rangehood and cooking appliance protection. 3. The method of hanging the sprinkler piping has not been included with this submittal. Hanger details (size of rods, size and type of fasteners, etc.) and the location of all hangers should be shown on the plans. Ref: 1996 NFPA 13 section 6-1.1.1. 4. Verify armovers exceeding 24 inches in length are provided with hangers. Ref: 1996 NFPA 13 paragraph 4-14.2.3.4. 5. Provide a 200 psi hydrostatic test of the system piping in the affected area. For inspection and test, call Jim Tracy of MJG and Associates at 425-788- 8962. We will coordinate with the City of Arlington Building and Fire Departments. cc. Dave Anderson, City of Arlington Tom Cooper, Arlington Fire Dept. 2 Ii I} I r .. i r 4 CBeRGS RESTAURANT Drawing Date: 10/10/100 8:29 i HYDRAULIC DESIGN INFORMATION SHEET Job Name: OBERGS RESTAURANT Location: SMOKEY POINT OFFICE BUILDING SMOKEY POINT BLVD, ARLINGTON,WA Drawing Date: Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS INC. Telephone: 1-425-388-0124 P.O.B. 1110 GRANITE FALLS, WA 98252 Designer: D.YATES Calculated By:SprinkCALC CSC Systems & Design Construction: Occupancy: Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA #13 Hazard:ORD. GRP 1 System Type:WET Area of Sprinkler Operation 945 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: Model:GB-QR Area per Sprinkler 120 sq ftj Size: 1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm Temperature Rating:155 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 468.4 psi Required: 40. 9 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 4/22/98 1 Rated Capacity 0 gpm Capacity 0 gal Static Pressure 47.0 psi I Rated Pressure 0.0 psi Elevation 0 Residual Pres . 20.0 psi I Elevation 0 At a Flow of 1480 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 145 Gallons Notes: Im. 8L Ilk �(d��CatiBc� 'ems 0"U Ypn RECEIVED OCT 11 2000 10 CITY OF ARLINGTON 0 q&q ) City of Arlington Building Dept FIRE DEPARTMENT CHECKLIS'1 PERMIT# DATE: NAME: ADDRESS: LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E -1 FF H 1 2 2.1 3 4 1 2 3 1 1 2 1 1 2 1 3 1 4 1 5 6 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. I ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\fo[m\fdchecklist - NJ - — - - 1 Ji • 1 1 1 - 1 Ktm 1L■r1 ■ y uuu-1 u, — r u: - - - �1111■11 � �■ u ■ o&T■ ■ ■ ' Mm I■'IC ■ 1I h In I A F-. y � � I I I I - � � 1 � 1 � � I - 1 � I ■ J ■ 1 ■ ■ 11 _ Well ■ 1 1 I NRII 1f ILl I11 1 1 I 1 1 Ij1 1 •1 11 IlL 11 11 r1lb 1 ' 7 City of Arlington Building Dept FIRE DEPARTMENT CHRCKL.IS'1' PERMIT # DATE: NAME: ADDRESS: LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H Y 1 1 2 12.113 1 4 1 1 1 2 1 3 1 1 2 1 1 1 2 1 3 1 4 1 5 6 7 I M R S U 1.1 1 1.2 1 2 3 1 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected& completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: -<)<[ Sprinkler system: (1 L Alarm system;•'" Knox Box: Fire extmquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\form\fdchecklist I. - T II I • I -1 J -r - I L1 II 1 1",C I I iL 11--tIL �_ I I ■1- ' I I 11 V11 1�111 ! rl -1 l�nlh -T 11 1I-■ ir�,n 1 1� II I •!I , 11'I 1�7.' _ L1 1 I1•�1♦ I 1 I 1 I 1 ji I I I I I 1— � � T r I Ir+rl I ' � I T ' � `�' - i ` ■ I IIII ' 1 1 1 _ - I LI _►l •' ♦ 1 - r I .1�1 1 _ - L h u 1 Lkj 1 1 jJr j i • 1 - M w.. -VO I City of Arlington Building Dept EIRE DEPARTMENT CHECKLIS'f PERMIT # DATE: NAME: ADDRESS: LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H F 1 F 12.1131 4 1 1 2 1 3 1 2 1 1 2 1 3 1 4 1 5 6 7 I M R. S U 1.1 1 1.2 1 2 1 3 1 1 3 1 2 3 4 1 5 17 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: �, f Sprinkler system: �7 lw Alarm system: Knox Box: ' Fire extmquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature, Build\fortn\fdchecklist ■ f ' 1 I r F - _ - y ' -= — ti I oil 0 0 IN 0 r NL N. L4 NL N.- NO Imm. OEM 0 0 N. ■ ' 1 ■ ■ ■�■ ■ ■ ■ ' v r ' � ■ ■ - � � ■ ■ ' _ r 1 ■ . I L a ■ . ■■. , • NO ON ' _� C. J � ■ II ■ T � WE . _ L . -00 Will 1 NIIIIIII L 0 t. NO mo i 0 MLM - - I I I -011rrm ■ T77T- ' fir ■TT_ NO - 1. . .1 0 _ 11 J _ mMEt_ - _ J _ - - _ T - ` - _I I I I I I I _73 - I ' I I NO 1 - - - ■ � ■ � ■ ■ ■111 ■ J NO - _ _ -max NON r , ■ II ! 1 r . • .• . : -• Ir CITY OF ARLINGTON 238 N. Olympic Ave. Arlington,WA 98223 (360)435-5785 RECEIPT No. 15578 3ECEIVED ****FOUR HUNDRED FOURTEEN DOLLARS & 56 CENTS BURNS� II L�RSYSTEMS INC. UAT IEC. N AMOUN r e 10/ 3/00 155g78 414. 56 CHECK MISCELLANEOUS RECEIPT COUNTER "MOKE)"POINT—PROPERTY JC CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING 0 MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.2-�� „/ 1 rt OWNER w MAIL ADDRESS CITY ZIP PHONE ` ARCHITEC OR DESIGNER MAIL ADDRESS Y CITY ZIP PHONE k4 ' 4-A.1�2�ct, j6 qoq "202 4,4t, 9�ZZC (iPr)G.S"9-h,mI GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP --PHONE LICENSE N MECHANICAL CON]RACTOR MAIL ADDRESS CITY ZIP / PHONE LICENSE/ �j(i1.)1+� ���� ���a�,�.'i✓. �'�. i�Y.� ��IC C7r.�T�.t;..i"_.fi) �l�'ZJZ t•'1'�,5.f�-I?1�.4 `l3l,lfllL'CF�'�"C� PLUMBING CONTRACTOW MAIL ADDRESS CITY ZIP PHONE LICENSE I 3 CLASS OF WORK O❑N1 W ❑ADDITION OALTERATION ❑REPAIR ❑DEMOLI FION ❑BUILDING RELOCATION Q VAL�*UyA110N OF WORK goo- 6 f 1(„ccv I q, W DESC IBE WORK w . s T �,� eL e �-�i �� '�i t tro�1 S.' w 1 NPRUPOSt U USE OF BUILDING I HEREE 11"` EXAMINED THIS APPLICA- TION Al �� ND CORRECT ALL PROVI- Z LLGAL L. IPII OI PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) _, SIONS G S� IING THIS TYPE OF WORK Q LOI HLOCK OF WILL B N ��- '1 'ED HERIN OR NOT.THE TO Z� 1 DSO 17D00 LI �/ 1/ TO GIVE AUTHORITY STATE OR VIOLATE l ✓ qNY OTHER STATE OR aTAX ID NUMBER FROM PROPERTY TAX,STATEMENT LOCAL LAB �, THE PERFORMANCE OF ��ti JCL'Gt CONSTRUC TEAR FROM DATE OF ISSUANCE. SIGNATURE OF G -FKIZED AGENT DATE U 108 ADDR(SS ' t X 7. ,-Ak (t)I'('ICC USE ONLY) PLUMBING MECIIANICAL NO. TYPE OF FIXTURE FEE x's FIXTURES NO. TYPE OF EQUIPMENT PLB x's FIXTURES Al'ER CLOSET(TOILET) MR.COND.UNITS—H.P. EA. quip.list•• 3AT11TUB 1EPRIGERATION UNITS—H.P.EA. >ddp.lit— .AVATORY(WASII BASIN) _ OILERS—H.P.EA. qdp.list.. MOWER 3AS FIRED A.C.UNITS—TONNAGEEA. ?ado.list— TCHEN SINK dt DISPOSAL 'ORCED AIR SYSTEMS—B.T.U. MEA 31SHWASHER. NALL HEATERS—B.T.U. M UNDRY TRAY )NIT HEATERS—B.T.U. M 'LOTHBS WAS[(ER 1VAPORATIVECOOLERS WATER HEATER _ ;LOTHES DRYERS )RINAL FENTILATION FAN )RINKING FOUNTAIN tANGB HOOD COMMERCIAL 'LOOR DRAIN IR HANDLING UNIT— CPM ACUUM BREAKERS -TOVB LOOP DRAINS—RAINLEADERS BTAL FIREPLACE d:C111MNBY INK(SERVICE—BAR.ETC.) WATER HEATER OAS PIPING *(up to S m$3.00.eddpl. S.75 'Eaulpmept list must be provided SUB TOTAL SUB TOTAL PERMIT PERMIT TOTAL FBE TOTAL PEE SIDL YARD St I BACK STRLLI SL IBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USF LONE LOT ARF A VACANT SITE ❑YES ❑NO FEES VALUATION FEE 1 YPL OF CONS OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG f SIZE OF BLDG. NO.OF STORIES MAX.OTC.LOAD BUTDING PLUMBING I IRE SPRINKLERS REQUIRED ES ❑NO MECHANICAL Y e STATE BLDG.CODE COMMENTS �, �I V ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(s) i. QC�� L�lati1 U WATER/SEWER FEES f' RL1N z- �7 0� p, TOTAL t"� �� 4 PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT 6 RECEIPT PAID CRT( BY cc:ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT BUILDING OFFICIAL DATE RECORDS COPY T___ - - , - - I y s pW. 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