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HomeMy WebLinkAbout19117 63RD AVE NE_024987_2026 0 o CL U) d C Y W ca cm o o ca .0 Cro. 3 cA O > C'1 T a N = 0 cd c � Lp ! W C7UC7inii �i \ Q N 0 LU JU o q rC o IL Q W N C; d '� Q im Z C — J a U z as v '� CD VE 12 (D W m °v o 3 3 0 E U� �d Z ❑ ❑ ❑ ❑ ❑ ❑ d a 0 0 0 0 �°, a ❑ �❑ p cN �ca a:JUQ , yt J LL U) Q. O Z � a• A 0 s ° C0M � C O �o ONN co(L C O _a CD O caca i i� 2 0Ud ❑ ❑ ❑ ❑ y ❑ ❑ ❑ ❑ ❑ CIA c a� W o a t N a c W (a ° o ccaa c � _j a) Q a = 3F o > a N = 03 Cu- G O CL Z Y`o o H CD U C7 U) 1— 1� G co a0 C' W 000 0 00 �G © O ca a J U o r ❑ � \ I Q W N rn W tN W , 4 � � o z n oC y nJ QO ¢ O Z Z cc Z 1 a U Q O rn — Z c CD 00 m ° U vj H s � tca � Z 1� a W cd (' v o V E c C: W a� a o 3 c� 3 ° E a Q U O ❑ aoi m 0 cc LL t/) N a, O O Z J Z v � a U W t1 • Ar j O 5 ° a ,0 CD o o m > Z J Lo o 0 0 � �i� ? rn c � o 0 a 0 o a� c 1 t c o r -o oQ > oaQv c °o o mvi.-q tea_ ❑ � � 2 � 2o b ' 0000 a 000000 � -1` 114 C.)- m 4ZJ --�4"3 13 o' owners " EMERALD INDUSTRIAL. 191.1.7 63RD AVE ARLINGTON 98223 vaiute ot. Workt 02, 269. 00 Tex II)i Phonet 360-403--3040 ra�:x-I tz Warks INSTALL SPRINKLERS IN PAINT,- BOOTH propos sed Une: PAINT BOOTH Legal Description t Job Addseees 1.9010 66TH PL 14E Contractor'a dame Type Addreas Liuenoe4 BURNS FIRE: SY'STEHS INC SPR n 0 NOK 1.1.10 BURNSFS02403 TOTALS Few. Fer mit Fee $278. 25 Plan Fee $247. 36 State fee $4. 30 s:tt�lvA•1•u��x:: TOTAL FEE. , . . . . . . . . . . . . . $530. 11. 1 Nth?• AY CET�TIF'Y THAT I HAVE READ AND E AMINEta THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . 00.00 KNO10 'HE SAME TO BE TRUE AND COR- REC r ILL P. UV1�aWT�A14� S OF LAWS AND TOTAL Dus. . . . . . . . . . . . . . . . *530. 11 OR IN LACES' GOVERhING11- THIS TYPE OF Wo K J11L JBE CO'#�1tf'LIE6 WITH WHETHER SP C:FFIE 'i EkE ORI JNOT. VATS RECEIPT �ixirt�.��ic oFr•�CcYAi. " COPY f yqoo BURNS FIRE SYSTEMS,INC. P.O.Box 1110 GRANITE FALLS,WA 98252 Ph: (425)388-0124 Fax(360)691-2704 LETTER OF TRANMITTAL BURNSFS02403 City Of Arlington RECEIVED 23 8 North Olympic Ave. Arlington,WA.98223 APR 0 4 2002 RE:Paint Boothe CITY OF ARLINGTO f V We are sending you Attatched Under Seperate cover via the following items: Shop Drawings Prints X Plans Samples Specifications Copy of letter Change Order Other Copies Date: No. Description: 2 4/3/02 Prints and calcs. These are Transmitted as checked below: For Approval Approved as submitted Resubmit copies for approval For your use X Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment: For Bids Due COPY TO SIGNED:Kim IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE p EhERALD INDUSTRIAL PARK Drawing Date:3/28/02 3128102 14:32 i HYDRAULIC DESIGN INFORMATION SHEET Job Name: EMERALD INDUSTRIAL PARK Location: 19010 66TH AVE.N.E. ARLINGTON, WA Drawing Date: 3/28/02 Remote Area Number: 1 Contractor: BURNS FIRE SYSTEMS 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:EXTRA System Type:WET Ewr/4F 6o•+?N Area of Sprinkler Operation - sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.400 1 Make: Model:A Area per Sprinkler 90 sq ftj Orifice: 17/32 K-Factor: 8.10 Hose Allowance Inside 0 gpm Temperature Rating:286 Hose Allowance Outside 500 gpm CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 784.4 psi Required: 78.5 0 CITY CONN WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 10/24/1996 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 90. 0 psi Rated Pressure 0. 0 psi I Elevation 0 Residual Pres 85. 0 psi Elevation 0 At a Flow of 1048 gpm Make: Well Elevation 0" Model: 1 Proof Flow 0 gpm Location: SITE T Source of Information: SYSTEM VOLUME 192 Gallons -- Notes: tsystetCa ion 9G ell o� -�! r/ ute e►q/!� J� o �cErvF1) m � es d Yates a �603 APR 0 8 2002 R',,�a CITY OF ARLINGTO1, ^�4^DAlaa neoe "6` ✓/G� L r r N O O o $° $ 00 0 3romQ 41 a z=v z 0 o �DZ -fi ' D F-F r o D o g o � 6� 3 0 3 m CD m 0 C/) _5 o =iao0O Mtn -o-a D a, a, 104) °T� C C � vN� y -n c 0 -- CD W0. ca �, � y � c v m — — OD v in - '0 0 N-0 41 -. 3 -. OD O O r0 O y d� m W cn c� oo� v -as 33 cs 0 a�.oC o0 � a D� ica c o � 0 EMERALD INDUSTRIAL PARK Drawing Date:3/28/02 3128102 14:32 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 not considered in these Calculations - 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 EMERALD INDGSTRIAL PARK Drawing Date:3/28/02 3128102 14:32 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 284 61. 6 psi 1 4" Grvd 90 Ell 10 ' 120 4 .026 284 0.3 1 Pipe 4" 10x21 CSC Grvd 2 ' 120 4 .260 284 0 . 0 Total Loss for TO SYSTEM 0.3 psi 1 4" Fingd Back Flow Valve Ames "3000 CHART LOSS 284 7. 8 Elevation Change 1613" 7. 0 Total Loss for THRU RISER 14. 9 psi Hydr Ref R1 Required at AT BASE OF RISER 284 76.8 psi 1 Pipe 4" DIx18 Cl 52 69' 140 4 .510 284 0.8 1 4" MJ 90 Ell 10' 120 4 .026 284 0.3 1 4" MJ Tee?Take Out? 20' 120 4 .026 284 0.5 1 Pipe 6" DIx18 Cl 52 50' 140 6.590 284 0.1 1 6" MJ Tee?Take Out? 30 ' 120 6:065 284 0. 1 1 6" Fingd Gate Valve Kennedy "3068" 3' 120 6.065 284 0. 0 Fixed Flow OUTSIDE HOSE 500 gpm Total Loss for THRU UNDG 1.7 psi Hydr Ref R2 Required at CITY CONN 784 78.5 psi Water Source 90. 0 psi static, 85.0 psi residual @ 1048 gpm 784 gpm 87.1 psi SAFETY PRESSURE 8.6 psi Available Pressure of 87.1 psi Exceeds Required Pressure of 78.5 psi This is a safety ztargin of S. 6 psi or 10 % of Supply Maximum Water Velocity is 27.5 fps EMERALD INDUSTRIAL FARK Drawing Date:3/28/02 3128102 14:32 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 2 FROM HYDRAULIC REFERENCE 4 TO 11 CONTINUED HEAD 5 36.2 1-1�14" 0 0 1010" 1.5. 7 fps 21. 8 21. 8 - 0" 0.40 gpm/sq ft 1.380" 0 0 0" 0.370 3.7 1.8 30" K= 8.10 72.4 120 40 0 1010" 0" 0. 0 19. 9 60" HEAD 6 39.0 11 " 1 0 616" 17.7 fps 25.5 25.5 -30" 0.43 gpm/sq ft 1. 610" 1 0 12 '0" 0.388 7.2 2.3 30" K= 8.10 111. 4 120 40 0 1816" 116" 0.7 23.2 60" REF 11 111.4 gpm T PATH 2 K- 19.32 33.3 psi PATH 3 FROM HYDRAULIC REFERENCE 7 TO 12 HEAD 7 27.7 1" 2 0 2410" 10.4 fps 24 . 5 24 .5 0.55 gpm/sq ft 1. 049" 1 0 91 0" 0.238 7. 8 0.0 K= 5. 60 27.7 120 40 0 3310" -516" -2 . 4 24 .5 REF 12 27.7 gpm PATH 3 K- 5.06 29. 9 psi PATH 4 FROM HYDRAULIC REFERENCE 8 TO 10 HEAD 8 34 .3 1" 2 0 1310" 12. 9 fps 37.5 37.5 0. 69 gpm/sq ft 1.049" 0 0 410" 0.353 6. 0 0.0 K= 5.60 34 .3 120 40 0 17 'OF' 0" 0 .0 37. 5 REF 13 2" 0 0 5'6" 3.3 fps 43.5 2.067" 0 0 0" 0.013 0. 1 34.3 120 40 0 516" -516" -2 . 4 REF 10 34.3 gpm PATH 4 K- 5.34 41.2 psi EMERALD INDGSTRIAL FARK Drawing Date:3/28/02 3128102 14:32 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 36.1 1;'4" 0 0 1010" 7. 8 fps 20.5 20. 5 -30" 0.40 gpm/sq ft 1.380" 0 0 0" 0.102 1. 0 0 . 7 30" K= 8.10 36. 1 120 40 0 1010" 0" 0. 0 19. 9 24" HEAD 2 36.0 1:41" 0 0 1010" 15. 6 fps 21. 6 21. 6 -30" 0.40 gpm/sq ft 1.380" 0 0 0" 0.367 3. 7 1.8 30" K= 8. 10 72.1 120 40 0 10 '0" 0" 0. 0 19. 8 60" HEAD 3 38. 8 ill" 1 0 616" 17.7 fps 25.2 25.2 -30" 0.43 gpm/sq ft 1. 610" 0 0 4 '0" 0.385 4 . 0 2.2 30" K= 8 .10 111.0 120 40 0 1016" 116" 0 . 7 23 . 0 60" REF 12 27.7 2" 0 0 916" 13 .4 fps 29. 9 PATH 3 2. 067" 1 0 1010" 0. 172 3. 4 K= 5.06 138. 6 120 40 0 19 '6" 0" 0. 0 REF 11 111. 4 2" 0 0 516" 24.1 fps 33.3 PATH 2 2 . 067" 1 0 1010" 0.512 7. 9 K= 19.32 250. 1 120 40 0 1516" 0" 0 . 0 REF 10 34 .3 �2" 1 0 18110" 27.5 fps 41.2 PATH 4 2. 067" 1 0 1510" 0. 650 22. 0 K= 5.34 284 .4 120 40 0 33110" -619" -2 . 9 REF Al 4" 3 0 4211" 6.5 fps 60.2 4 .260" 0 0 3010" 0. 019 1.4 284. 4 120 10 0 7211" 0" 0. 0 REF W 284.4 gpma PATH 1 K= 36.23 61. 6 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO 11 HEAD 4 36.3 114" 0 0 1010" 7. 9 fps 20.7 20.7 -30" 0. 40 gpm/sq ft 1.380" 0 0 0" 0. 103 1 . 0 0.7 30" K= 8 .10 36. 3 120 40 0 10 ' 0" 0" 0. 0 20 . 0 24" CONTINUED 21.8 psi r City of Arlington Building �l- FERIF, DEPARTMENT PERMIT # DATE: J NAME: CI J ~ ! l..(.�I , ✓� 0 ���1 �L ADDRESS: I l�n � ('\� I/E ABC LEGAL: BUILDING USE: �J. }Gt 1 V - ( �r_:�+ 1� OCCUPANCY CLAS FICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 2 1 2 3 4 5 6 7 I M R S U 1.1 1 1.2 F2T3 1 1 1 3 1 3 4 5 1 2 TYPE OF CONSTRUCT104 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: Appr ed C nied Access Requirements: equired: . ' ) Fire lane: W �w— 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: T� m Date:ar � ( Builfform\fdchecklist • 1 (l 1 -Ir ' 1 ' I ' L •' 1 ' II -H1- Ti I _TF_ - I I I III I IT I J3 1 ._P- IL - • T -I I - II I I I I I I III I I 1 City of Arlington Building Dept FIRE DEPARTMENT CHECKLIST PERMIT # - 4jq8 DATE: 4- ld 6 4 NAME: ( \ L I� � k ; ✓a-/ 0, ADDRESS: I /O M ��LQ j/e- A)E LEGAL: BUILDING USE: ��Gal Vl.�- � OCCUPANCY CLASSIFICATION: A B E F H 1 2 12.1131 4 1 1 2 T 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 F7 I M R S U 1.1 1.2F 3 1 3 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: 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\fonn\fdchecklist -�e • ii 1� —1-� 1■ 1. '.1.11 T.'.t■ : ■i�Z I�i� ON 1 F IN IN 0 — 1 r _ ■ IN _ I ... f — 1 . • 1 ' 1 1 I . . I r r - 1 1 ■ I' 1 Mir 1 • in in y ■ _ ■ -0 — !■ — - .6 1 ■ ' 111 ' 1 .1 . ■ mommisom in mom 1 L hid : A&■ . . _ 1 N J ■ ' ■ — 1 I _ ■ I _ I 1 ■ 1 mom in II • R.LI■ 1 ■ ■ ■ ■ _ - - L IN 1 VIi - • I— - in ■ in 1 0 I _ 1 '1 IN April 15, 2002 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy DECEIVED Code Consultant APR 15 2002 Michael J. Gale and Associates Monroe, WA CITY OF ARLINGTON RE: Emerald Industrial Park 19010 66`t'Ave. N E Arlington, WA City Job No. 02-4987 PLAN REVIEW AUTOMATIC SPRINKLER We have reviewed the plans and calculations submitted by Burns Fire Systems of Granite Falls, WA and approve the plan subject to the following: 1. Insure that sprinkler valve supervision is provided at the control valve for the spray booth. 2. Sprinklers protecting the spray areas and mixing rooms shall be protected against overspray residue so that they will operate quickly in event of fire. (See 1999 NFPA 13, Section 5-16.3 For inspection, contact Jim Tracy at 206-940-9622. We will coordinate with the City of Arlington Building and Fire Department. ' C111"Y (_')F �� �" ^"`" ^ \ FY\PTIMENT 0 F C 01`011411UN!Ti 'jE\_ .�pM,ENT 238 �. Olympic' Arlington, VVA9O223 DATE JOB NO/` ATTENTION TO YVE ARE SENDING YOU 4;e^7���hod O Under separate cover via thefollowing items: � O Shop drawings O Prints O Plans O Samples O Specifications O Copy ofletter U Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED an checked below: O For approval O Approved an submitted O Resubmit------_—copies for approval O For your use [1 Approved usnoted O Submit_---_--_copies for distribution O As requested O Returned for corrections O Return—corrected prints � O For review and comment O ' O FORBIDS DUE 19—______— O PRINTS RETURNED AFTER LOAN T0US REMARKS � � � COPY TO RECYCLED PAPER: 49 Contents:40%Pre-Consumer-10%Post-Consumer SIGNED, ff enclosures are not as noted,kindly n04'us at once. iI 9 11 I 1 - f .. - L J' I KRLO;. 71 jJ All 1 II 1 1 II � I I II I 11 In 11 71 1 UIIt Ill I I . IN I 11 111 I I n rl - I - I 7 - _- ' ' - 11 JL , - .OIMl1LJ 1. . .1 II I irw I I I I g . 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