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Home My WebLink AboutPP - 17750 WEST VALLEY HWY - HARTUNG GLASS INDUSTRIES - PERMITS AND PLANS17750 WEST VALLEY HWY ASSOCIATED PERMITS 23-19 D16-0186 07-F-012 02-F-018 98-F-002 16-S-144 16-S-110 08-S-069 07-S-119 04-5-011 97-5-146 97-S-086 92-5-141 92-5-140 92-5-0127 91-5-282 91-S-126 Date: April 23rd, 2019 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, located at 17750 West Valley Highway 23-{ 1 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted to operate an air -supported temporary membrane structure or a tent having an area in excess of 400 square feet (37 m2), or a canopy in excess of 700 square feet (65 m2) per section 105.6.43 of the International Fire Code. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID THROUGH 04/29/2019 This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 Otti # 23-19 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: ( ) To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) ( ) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, table #105.6.20, Ch. 50) ( ) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61) ( ) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) ( ) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) ( ) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) ( ) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) ( ) To use any building or portion thereof exceeding 500 sq. ft. for high -piled combustible storage. (I.F.C. 105.6.22, Ch. 32) ( ) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) y) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet (I.F.C. 105.6.43, Ch. 24) () APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name: PK141S .fr-t-Li 1,1,04 Address: 11- W kratt9 WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ 4 , MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. Operational Permit App.doc Rev. 3/7/14 T.F.D. FORM F.P. 6 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b1,10-ot8(0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 44„../..„,fr, 6 o1 i3S 7 Type of Inspe � Address: l Suite #: /77 W frg Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: iivfhird424, 6j��sa Prn,. ` t�RsS -x4,701=1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector�,��S - /frif 93 Date:i2.3h-7 Hrs.: ). a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Inspector: CORRECTION NOTICE/REINSPECTION FEE 6/cs-z- Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal@tukwilawa.gov Business Name: lI'✓.rn ' 6tiSS Type of Inspection: C 4.,4deri,t-c,e,'5 Location Address:Date / `".c—Z) ki ti(( : ,(/z;4_v G GC�� Contact Person :Phone (-5r-a— rbvieki, Dc Nfo. : ACTION REQUIRED 12q -16- /1'r 6er e.,76 --s ----xg&i,c7-)_,J P-f7L-oc--ef F/9 -P 7?) 667/9-f/e/)-1 iz-6.6-ss,,69 10 +GF /s Grew c/9-io, Ntve5 arc- ./N -J/9 --L _/_,(-i,4-7-, ei-J (IikViid") '() I kir{ CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO ' PLY MAY RESULT IN THE ISSUANCE OF A C ' NAL CITATION/TICKET. Signatur Billin ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 1,) tA-1 y HYDRAULIC CALCULATIONS Pacific Fire Protection, Inc. -5-/-z Sheet of Date 04/29/91 Job: HARTNG-1 Job_ — HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1, REMOTE AREA 2 Authority having Jurisdiction NFPA-13 Occupancy Ordinary Hazard Group I Density 0.39 gpm/sq.ft. Area of Application 5600 square feet Coverage per Sprinkler VARIES System type_, ..,_ Wet Hose 150.0 gpm Inside Hose Water Supply _,78.00 psi Static, 58.00 psi Residual @ 4240.0 gpm Demand — — — 54.94 psi @ 2366.7 gpm @ B.O.R. 62.53 psi @ 2366.7 gpm @ Supply 71.20 psi available @ 2366.7 gpm Demand is below curve by 8.67 psi Sprinklers — — AUTOMATIC PENDENTS .13/3000 FOR PENDENT HEADS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS ABOVE CEILINGS IN RETAIL AND SHOWROOM AREAS 1ori ea' o+ 8 Fri s s l Aror Fe. 04 ogib OD OD OD CFSI ]r CR o+ ed ad Sheet of f;tttgettwnd as;eM Static = 78.00 psi, Residual = 58.00 psi at a flow of 4240.0 gpm. Demand at BOR = 54.94 psi with 2366.8 gpm flowing. System demand = 62.53 psi with 2366.8 gpm flowing. Pressure available = 71.20 psi when 2366.8 gpm is flowing. flmmavirl 4c ho 1 ni.i hiihteo by A 0.'7 roc 4 (1,5 74l Sheet of Pacific Fire Protection, Inc. Description of Fitting abbreviations Code Description T Tee B Ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description SU Stub -Up BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow. Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev 1 BL13 2.227 8.0 SU1 22.82 0.00 2 SU1 1.380 2.0 8.0 22.82 2.00 3 BL13 2.227 8.0 SU1 0.00 0.00 4 BL13 2.227 8.0 SU1 0.00 0.00 5 BL13 2.227 8.0 SU1 0.00 0.00 6 BL13 2.227 4.6 SU1 0.00 0.00 7 BL14 2.227 8.0 SU1 22.82 0.00 8 BL14 2.227 8.0 SU1 0.00 0.00 9 BL14 2.227 8.0 SU1 0.00 0.00 10 BL14 2.227 8.0 SU1 0.00 0.00 11 BL14 2.227 3.6 SU1 0.00 0.00 12 BL15 2.227 8.0 SU1 22.82 0.00 13 BL15 2.227 3.6 SU1 0.00 0.00 14 RN1 4.260 2.0 BL13 BL14 0.00 2.00 15 RN2 4.260 2.0 BL13 BL15 0.00 2.00 16 CM1 8.249 12.4 RN1 0.00 0.00 17 CM1 8.249 12.4 RN1 0.00 0.00 18 CM1 8.249 12.4 RN1 0.00 0.00 19 CM1 8.249 8.2 RN1 0.00 0.00 20 CM2 8.249 12.4 RN2 0.00 0.00 21 CM2 8.249 4.2 RN1 0.00 0.00 22 BU1 8.249 140.0 CM1 CM2 0.00 0.00 23 RI1 8.249 25.0 BU1 0.00 25.00 24 UG1 10.280 60.0 RI1 -5 0.00 3.00 Hose HW Vel 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 0.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 140 32 32 1T 32 32 32 32 1T 32 32 32 32 32 1T 32 32 1T 32 1T 32 1T 32 32 32 32 1T 32 32 1T 32 3E 32 1E,1ALV,1GV 32 2E,1GV,1BKF Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Stub Up 1 A 2.0 PT 22.82 2 38.2=8.00(22.82)-.5 F 6.0 PE 0.87 2 38.2 1.38 1T T 8.0 0.11340 PF 0.91 8.20 PT 24.59 1 Notes C = 120 (EL= 2.00 ft) 81 Jct K -factor for stub up 1 = 38.2/(24.59).5 = 7.70 at Hyd Ref Pts 1 3 4 5 6 7 8 9 10 11 12 13 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS -- RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Branchline No. 13 (Beginning pressure increased due to Hyd Ref Pt 4) C 120 A 8.0 PT 24.79 1 SU1 38.4=7.70(24.79)-.5 F 0.0 PE 0.00 1 38.4 2.23 T 8.0 0.01110 PF 0.09 3.16 A 8.0 PT 24.88 3 SU1 38.2=7.70(24.61)'.5 F 0.0 PE 0.00 3 76.6 2.23 T 8.0 0.03988 PF 0.32 6.31 PV= 0.27 A 8.0 PT 25.20 4 SU1 38.2=7.70(24.60)-.5 F 0.0 PE 0.00 4 114.8 2.23 T 8.0 0.08432 PF 0.67 9.45 PV= 0.60 A 8.0 PT 25.87 5 SUI 38.4=7.70(24.80)-.5 F 0.0 PE 0.00 5 153.1 2.23 T 8.0 0.14375 PF 1.15 12.61 PV= 1.07 A 4.6 PT 27.02 6 SU1 38.8=7.70(25.34)-.5 F 14.4 PE 0.00 6 191.9 2.23 1T T 19.0 0.21826 PF 4.14 15.81 PV= 1.68 PT 31.17 14 Riser Nipple Jct K --factor for branchline no. 13 - 191.9/(31.17)-.5 = 34.37 at Hyd Ref Pts 14 15 Branchline No. 14 (Beginning pressure increased due to Hyd Ref Pt 9) C = 120 A 8.0 PT 24.79 7 38.4=7.70(24.79)-.5 F 0.0 PE 0.00 7 38.4 2.23 T 8.0 0.01110 PF 0.09 3.16 A 8.0 PT 24.88 8 SU1 38.2=7.70(24.61)-.5 F 0.0 PE 0.00 8 76.6 2.23 T 8.0 0.03988 PF 0.32 6.31 PV= 0.27 A 8.0 PT 25.20 9 SU1 38.2=7.70(24.60)-.5 F 0.0 PE 0.00 9 114.8 2.23 T 8.0 0.08432 PF 0.67 9.45 PV= 0.60 A 8.0 PT 25.87 10 SU1 38.4=7.70(24.80)-.5 F 0.0 PE 0.00 10 153.1 2.23 T 8.0 0.14375 PF 1.15 12.61 PV= 1.07 A 3.6 PT 27.02 11 SU1 38.8=7.70(25.34)-.5 F 14.4 PE 0.00 11 191.9 2.23 1T T 18.0 0 21826 PF 3.92 15.81 PV= 1.68 PT 30,95 14 Riser Nipple Jct SU1 K --factor for branchline no. 14 = 191.9/(30.95)-.5 = 34.50 Riser Nipple (Top of RN = Branchline 13 + Branchline 14) C = 120 384.5=68.87(31.17)".5 F 26.3 PE 0.87 14 384.5 4.26 1T T 28.3 0.03353 PF 0.95 8.65 PT 32.98 16 K -factor for riser nipple = 384.5/(32.98)'.5 = 66.95 at Hyd Ref Pts 16 17 18 19 21 (EL= 2.00 ft) Bot of R. nip Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 15 (Beginning pressure increased due to Hyd Ref Pt 13) C = 120 A 8.0 PT 24.78 12 SU1 38.4=7.70(24.78)-.5 F 0.0 PE 0.00 12 38.4 2.23 T 8.0 0.01109 PF 0.09 3.16 A 3.6 PT 24.87 13 SU1 38.2=7.70(24.60)-.5 F 14.4 PE 0.00 13 76.6 2.23 1T T 18.0 0.03986 PF 0.72 6.31 PV= 0.27 PT 25.59 15 Riser Nipple Jct K -factor for branchline no. 15 = 76.6/(25.59).5 = 15.14 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = Branchline 13 + Branchline 15) C = 120 A 2.0 PT 31.17 15 BL13 + BL15 276.5=49.52(31.17)^.5 F 26.3 PE 0.87 (EL= 2.00 f t ) 15 276.5 4.26 1T T 28.3 0.01821 PF 0.52 6.22 PT 32.55 20 Bot of R.nip K -factor for riser nipple = 276.5/(32.55)x.5 = 48.47 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 19) C = 120 A 12.4 PT 33.35 16 RN#14 386.7=66.95(33.35)-.5 F 0.0 PE 0.00 16 386.7 8.25 T 12.4 0.00136 PF 0.02 2.32 A 12.4 PT 33.37 17 RN#14 385.9=66.95(33.23)-.5 F 0.0 PE 0.00 17 772.6 8.25 T 12.4 0.00488 PF 0.06 4.64 PV= 0.14 A 12.4 PT 33.43 18 RN#14 385.2=66.95(33.11)-.5 F 0.0 PE 0.00 18 1157.8 8.25 T 12.4 0.01032 PF 0.13 6.95 PV= 0.33 A 8.2 PT 33.56 19 RN#14 384.5=66.95(32.98)-.5 F 38.9 PE 0.00 19 1542.3 8.25 1T T 47.1 0.01753 PF 0.83 9.26 PV= 0.58 PT 34.39 22 Bulk Jct K -factor for Cross main 1 = 1542.3/(34.39)x.5 = 263.02 Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 21) C = 120 A 12.4 PT 33.09 20 RN#15 278.8=48.47(33.09)-.5 F 0.0 PE 0.00 20 278.8 8.25 T 12.4 0.00074 PF 0.01 1.67 A 4.2 PT 33.09 21 RN#14 384.5=66.95(32.99)-.5 F 38.9 PE 0.00 21 663.3 8.25 1T T 43.1 0.00368 PF 0.16 3.98 PV= 0.11 PT 33.25 22 Bulk Jct K -factor for Cross main 2 = 663.3/(33.25)-.5 = 115.03 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - RETAIL SALES & SHOWROOM ZONE 1,REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk 1 C = 120 A 140.0 PT 34.39 22 CM 1 + CM 2 2216.8=378.04(34.39)-.5 F 60.1 PE 0.00 22 2216.8 8.25 3E T 200.1 0.03431 PF 6.86 13.31 PT 41.25 23 Top of Riser Riser 1 C = 120 A 25.0 PT 41.25 23 Top of Riser 150.0 gpm = Hose F 48.9 PE 10.83 (EL= 25.00 ft) 23 2366.8 8.25 1E 1ALV T 73.9 0.03872 PF 2.86 14.21 1GV PT 54.94 24 B.O.R. Under ground 1 24 2366.8 10.28 C = 140 A 60.0 PT 54.94 24 B.O.R. F 70.0 PE 1.30 (EL= 3.00 ft) 2E 1GV T 130.0 0.00997 PF 6.30 9.15 1BKF = 5.00# 1BKF PT 62.53 25 Supply Jot Available flow at 62.53 psi is 3690.4 gpm which is 1323.6 gpm from curve. Supply pressure available with 2366.8 gpm flowing is 71.20 psi, thus system requirement is 8.67 psi below supply curve. (12.2%) Sheet of HYDRAULIC CALCULATIONS Pacific Fire Protection, Inc. Date 04/29/91 Job: HARTNG-4 Job HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Authority having Jurisdiction_ _ NFPA-13 Occupancy Ordinary Hazard Group III Density 0.39 gpm/sq.ft. Area of Application 5600 square feet Coverage per Sprinkler VARIES System type__ _ Wet Water Supply _.78.00 psi Static, 58.00 psi Residual @ 4240.0 gpm Demand _,_, _ — 56.00 psi 62.42 psi 70.54 psi Demand is @ 2487.4 gpm @ B.O.R. @ 2487.4 gpm @ Supply available @ 2487.4 gpm below curve by 8.12 psi Sprinklers ,,,,_ _ AUTOMATIC UPRIGHTS 17/32 .13/3000 FOR PENDENT HEADS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS ABOVE CEILINGS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS IN WRHS. ZONE 1 REMOTE AREA 2 , ZONE 2 REMOTE AREA 1. 1Tit c+3 {Ji OCI ra GO C G3 Fri s aar� C FS I ] ✓ C+s r,.} ,p GO CO GO Sheet of Static = 78.00 psi, Residual = 58.00 psi at a flow of 4240.0 gpm. Demand at BOR = 56.00 p:si with 2487.4 gpm flowing. S'stern demand = h2.42 psi with 2487.4 gpm flowing. Pressure available = 70.54 psi when 2487.4 gpm is flowing. Demand is below curve by 8.12 psi. (11.5%) Water Availability Curve (gdeXE S8'T N) Sheet of Pacific Fire Protection, Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRNS ZONE 2 REMOTE AREA 1 Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel 1 BL1 2.727 7.3 8.0 12.66 0.00 0.0 120 32 2 BL1 2.727 7.3 8.0 0.00 0.00 0.0 120 32 3 BL1 2.727 5.6 8.0 0.00 0.00 0.0 120 32 1T 4 BL2 2.727 6.5 8.0 12.66 0.00 0.0 120 32 5 BL2 2.727 7.3 8.0 0.00 0.00 0.0 120 32 6 BL2 2.727 1.8 8.0 0.00 0.00 0.0 120 32 1T 7 BL3 2.727 7.3 8.0 19.16 0.00 0.0 120 32 8 BL3 2.727 7.3 8.0 0.00 0.00 0.0 120 32 9 BL3 2.727 5.6 8.0 0.00 0.00 0.0 120 32 1T 10 BL4 2.727 6.5 8.0 19.16 0.00 0.0 120 32 11 BL4 2.727 7.3 8.0 0.00 0.00 0.0 120 32 12 BL4 2.727 1.8 8.0 0.00 0.00 0.0 120 32 1T 13 BL5 2.727 7.3 8.0 19.16 0.00 0.0 120 32 14 BL5 2.727 1.8 8.0 0.00 0.00 0.0 120 32 1T 15 BL6 2.727 7.3 8.0 12.66 0.00 0.0 120 32 16 BL6 2.727 7.3 8.0 0.00 0.00 0.0 120 32 17 BL6 2.727 1.0 8.0 0.00 0.00 0.0 120 32 1T 18 BL7 2.727 7.3 8.0 12.66 0.00 0.0 120 32 19 BL7 2.727 6.3 8.0 0.00 0.00 0.0 120 32 1T 20 BL8 2.727 7.3 8.0 19.16 0.00 0.0 120 32 21 BL8 2.727 7.3 8.0 0.00 0.00 0.0 120 32 22 BL8 2.727 1.0 8.0 0.00 0.00 0.0 120 32 1T 23 BL9 2.727 7.3 8.0 19.16 0.00 0.0 120 32 24 BL9 2.727 6.3 8.0 0.00 0.00 0.0 120 32 1T 25 RN1 4.260 2.0 BL1 BL2 0.00 2.00 0.0 120 32 1T 26 RN2 4.260 2.0 BL3 BL4 0.00 2.00 0.0 120 32 1T 27 RN3 4.260 2.0 BL3 BL5 0.00 2.00 0.0 120 32 1T 28 RN4 4.260 2.0 BL6 BL7 0.00 2.00 0.0 120 32 1T 29 RN5 4.260 2.0 BL8 BL9 0.00 2.00 0.0 120 32 1T 30 CM1 8.249 10.0 RN1 0.00 0.00 0.0 120 32 31 CM1 8.249 9.1 RN1 0.00 0.00 0.0 120 32 32 CM1 8.249 10.2 RN1 0.00 0.00 0.0 120 32 33 CM1 8.249 12.3 RN2 0.00 0.00 0.0 120 32 34 CM1 8.249 12.3 RN2 0.00 0.00 0.0 120 32 35 CM1 8.249 12.3 RN2 0.00 0.00 0.0 120 32 36 CM1 8.249 54.0 RN3 0.00 0.00 0.0 120 32 1E 37 CM2 8.249 10.0 RN4 0.00 0.00 0.0 120 32 38 CM2 8.249 9.1 RN4 0.00 0.00 0.0 120 32 39 CM2 8.249 10.2 RN4 0.00 0.00 0.0 120 32 40 CM2 8.249 12.3 RN5 0.00 0.00 0.0 120 32 42 CM2 8.249 66.3 RN5 0.00 0.00 0.0 12U 32 11 43 BU1 8.249 39.0 CM1 0.00 0.00 0.D 120 32 44 6U1 8.249 56.0 CM2 0.00 0.00 0.0 120 32 1E 45 BU1 8.249 98.4 0.00 0.00 0.0 120 32 1E 46 BU1 8.249 200.0 0.00 0.00 0.0 120 32 2E 47 RI1 8.249 25.0 BU1 0.00 25.00 0.0 120 32 1E, 1GV, 1ALV 48 UG1 10.280 60.0 RI1 -5 0.00 0.00 0.0 140 32 2E,1GV,1BKF Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 1 28.5=8.00(12.66).5 1 28.5 2.73 Notes C = 120 A 7.3 PT 12.66 1 End head F 0.0 PE 0.00 T 7.3 0.00238 PF 0.02 1.56 A 7.3 PT 12.68 2 28.4=8.00(12.61)-.5 F 0.0 PE 0.00 T 7.3 0.00858 PF 0.06 3.12 PV= 0.07 A 5.6 PT 12.74 3 28.4=8.00(12.59)-.5 F 19.5 PE 0.00 3 85.3 2.73 1T T 25.1 0.01815 PF 0.45 4 68 PV= 0 15 PT 13.19 25 Riser Nipple Jct 2 56.9 2.73 K -factor for branchline no. 1 = 85.3/(13.19).5 = 23.48 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 A 6.5 PT 12.66 4 End head 28.5=8.00(12.66)-,5 F 0.0 PE 0.00 4 28.5 2.73 T 6.5 0.00238 PF 0.02 1.56 A 7.3 PT 12.68 5 28.4=8.00(12.61)-.5 F 0.0 PE 0.00 5 56.9 2.73 T 7.3 0.00858 PF 0.06 3.12 PV= 0.07 A 1.8 PT 12.74 6 28.4=8.00(12,59),5 F 19.5 PE 0.00 6 85.3 2.73 1T T 21.3 0.01814 PF 0.39 4.68 PV= 0.15 PT 13.12 25 Riser Nipple Jct K --factor for branchline no. 2 - X5.3/(13.12) .5 = 23.55 Riser Nipple (Top of RN = Branchline 1 + Branchline 2) C 120 A 2.0 PT 13,20 25 BL1 + BL2 170.8=47.03(13.20) 5 F 26.3 F'E 0.87 (EL= 2.00 ft) �5 170.8 4.26 1T T 28.3 0.00748 PF 0.21 3.85 PT 14.27 30 Bot of R.nip K -factor for riser nipple = 170.8/(14.27)-.5 = 45.21 at Hyd Ref Pts 30 .31 32 anchline No. 3 C = 120 A 7.3 PT 19.16 7 End head 35.0=8.00(19.16)-.5 F 0.0 PE 0.00 35.0 2.73 T 7.3 0.00350 PF 0.03 1.92 A 7.3 F' T 19.19 8 35.0=8.00(19.09)-.5 F 0.0 PE 0.00 70.0 2.73 T 7.3 0.01259 PF 0.09 3.84 PV= 0.10 A 5.6 PT 19.28 9 34.9=8.00(19.05) .5 F 19.5 FE 0.00 1T T 25.1 0.02662 PF 0.67 5.76 PV 0.22 FT 19.94 26 Riser Nipple Jct 104.9 2.73 K -factor for branchline no. 3 = 104.9/(19.94)x.5 = 23,49 at Hyd Ref Pts 26 27 Branchline No. 4 A 6.5 PT 19.16 10 35.0=8.00(19.16).5 F 0.0 PE 0.00 n 7 -77g. n _ nnAsn PF f'1 _ n9 1.92 C = 120 End head A 7.3 PT 19.18 11 35.0=8.00(19.08).5 F 0.0 PE 0.00 11 70.0 2.73 T 7.3 0.01259 PF 0.09 3.84 PV= 0.10 A 1.8 PT 19.27 12 34.9=8.00(19.05)-.5 F 19.5 PE 0.00 12 104.9 2.73 1T T 21.3 0.02662 PF 0.57 5.76 PV= 0.22 PT 19.84 26 Riser Nipple Jct K -factor for branchline no. 4 = 104.9/(19.84)x.5 = 23.55 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = Branchline 3 + Branchline 4) C = 120 A 2.0 PT 19.95 26 BL3 + BL4 210.1=47.04(19.95)-.5 F 26.3 PE 0.87 (EL= 2.00 f t ) 26 210.1 4.26 1T T 28.3 0.01096 PF 0.31 4.73 PT 21.12 33 Bot of R.nip K -factor for riser nipple = 210.1/(21.12)x.5 = 45.72 at Hyd Ref Pts 33 34 35 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRNS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 5 35.0=8.00(19.16)-.5 13 35.0 2.73 Notes C = 120 A 7.3 PT 19.16 13 End head F 0.0 PE 0.00 T 7.3 0.00350 PF 0.03 1.92 A 1.8 PT 19.19 14 35.0=8.00(19.09)-.5 F 19.5 PE 0.00 14 70.0 2.73 1T T 21.3 0.01259 PF 0.27 3.84 PV= 0.10 PT 19.45 27 Riser Nipple Jct K -factor for branchline no. 5 = 70.0/(19.45).5 = 15.87 Riser Nipple (Top of RN = Branchline 3 + Branchline 5) C = 120 A 2.0 PT 19.95 27 BL3 + BLS 175.8=39.36(19.95)-.5 F 26.3 PE 0.87 (EL= 2.00 f t ) 27 175.8 4.26 1T T 28.3 0.00788 PF 0.22 3.96 PT 21.03 36 Bot of R.nip K -factor for riser nipple = 175.8/(21.03)-.5 = 38.33 Branchline No. 6 28.5=8.00(12.66).5 15 28.5 2.73 C = 120 A 7.3 PT 12.66 15 End head F 0.0 PE 0.00 T 7.3 0.00238 PF 0.02 1.56 A 7.3 PT 12.68 16 28.4=8.00(12.61)-.5 F 0.0 PE 0.00 T 7.3 0.00858 PF 0.06 3.12 PV= 0.07 A 1.0 PT 12.74 17 28.4=8.00(12.59)-.5 F 19.5 PE 0.00 17 85.3 2.73 1T T 20.5 0.01815 PF 0.37 4.68 PV= 0.15 PT 13.11 28 Riser Nipple Jct 16 56.9 2.73 K -factor for branchline no. 6 = 85.3/(13.11).5 = 23.56 Branchline No. 7 28.5=8.00(12.66)-.5 18 28.5 2.73 C = 120 A 7.3 PT 12.66 18 End head F 0.0 PE 0.00 T 7.3 0.00238 PF 0.02 1.56 A 6.3 PT 12.68 19 28.4=8.00(12.61)-.5 F 19.5 PE 0.00 19 56.9 2.73 1T T 25.8 0.00858 PF 0.22 3.12 PV= 0.07 PT 12.90 28 Riser Nipple Jct K -factor for branchline no. 7 = 56.9/(12.90) .5 = 15.84 Riser Nipple (Top of RN = Branchline 6 + Branchline 7) C = 120 A 2.0 PT 13.11 28 BL6 + BL7 142.7=39.40(13.11)-.5 F 26.3 PE 0.87 - (EL= 2.00 f t ) 28 142.7 4.26 1T T 28.3 0.00536 PF 0.15 3.21 PT 14.13 37 Bot of R. nip K -factor for riser nipple = 142.7/(14.13)x.5 = 37.96 at Hyd Ref Pts 37 38 39 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 8 35.0=8.00(19.16)-.5 20 35.0 2.73 Notes C = 120 A 7.3 PT 19.16 20 End head F 0.0 PE 0.00 T 7.3 0.00350 PF 0.03 1.92 A 7.3 PT 19.19 21 35.0=8.00(19.09)-.5 F 0.0 PE 0.00 T 7.3 0.01259 PF 0.09 3.84 PV= 0.10 A 1.0 PT 19.28 22 34.9=8.00(19.05)-.5 F 19.5 PE 0.00 22 104.9 2.73 1T T 20.5 0.02662 PF 0.54 5.76 PV= 0.22 PT 19.82 29 Riser Nipple Jct 21 70.0 2.73 K -factor for branchline no. 8 = 104.9/(19.82)x.5 = 23.56 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 9 35.0=8.00(19.16)-.5 23 35.0 2.73 Notes C = 120 A 7.3 PT 19.16 23 End head F 0.0 PE 0.00 T 7.3 0.00350 PF 0.03 1.92 A 6.3 PT 19.19 24 35.0=8.00(19.09)-.5 F 19.5 PE 0.00 24 70.0 2.73 1T T 25.8 0.01259 PF 0.32 3.84 PV= 0.10 PT 19.51 29 Riser Nipple Jot K -factor for branchline no. 9 = 70.0/(19.51).5 = 15.85 Riser Nipple (Top of RN = Branchline 8 + Branchline 9) C = 120 A 2.0 PT 19.82 29 BL8 + BL9 175.5=39.41(19.82)-.5 F 26.3 PE 0.87 (EL= 2.00 f t ) 1T T 28.3 0.00785 PF 0.22 3.95 PT 20.91 40 Bot of R.nip 29 175.5 4.26 K -factor for riser nipple = 175.5/(20.91)-.5 = 38.38 at Hyd Ref Pts 40 41 42 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 35) C = 120 A 10.0 PT 21.28 30 RN#25 208.6=45.21(21.28)-.5 F 0.0 PE 0.00 30 208.6 8.25 T 10.0 0.00043 PF 0.00 1.25 A 9.1 PT 21.29 31 RN#25 208.4=45.21(21.24)-.5 F 0.0 PE 0.00 31 417.0 8.25 T 9.1 0.00156 PF 0.01 2.50 PV= 0.04 A 10.2 PT 21.30 32 RN#25 208.2=45.21(21.21)-.5 F 0.0 PE 0.00 32 625.1 8.25 T 10.2 0.00330 PF 0.03 3.75 PV= 0.09 A 12.3 PT 21.33 33 RN#26 210.3=45.72(21.16)-.5 F 0.0 PE 0.00 33 835.5 8.25 T 12.3 0.00564 PF 0.07 5.02 PV= 0.17 A 12.3 PT 21.40 34 RN#26 210.2=45.72(21.14)-.5 F 0.0 PE 0.00 34 1045.6 8.25 T 12.3 0.00854 PF 0.11 6.28 PV= 0.27 A 12.3 PT 21.51 35 RN#26 210.1=45.72(21.13)-.5 F 0.0 PE 0.00 35 1255.8 8.25 T 12.3 0.01199 PF 0.15 7.54 PV= 0.38 A 54.0 PT 21.66 36 RN#27 176.3=38.33(21.16)-.5 F 20.0 PE 0.00 36 1432.1 8.25 1E T 74.0 0.01529 PF 1.13 8.60 PV= 0.50 PT 22.79 4.3 Bulk Jct K -factor for Cross main 1 = 1432.1/(22.79)-.5 = 300.0Q Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 42) C = 120 A 10.0 PT 21.03 37 RN#28 174.1=37.96(21.03)-.5 F 0.0 PE 0.00 T 10.0 0.00031 PF 0.00 1.05 A 9.1 PT 21.03 38 RN#28 174.0=37.96(21.00)-.5 F 0.0 PE 0.00 T 9.1 0.00112 PF 0.01 2.09 PV= 0.03 A 10.2 PT 21.04 39 RN#28 173.9=37.96(20.97)-.5 F 0.0 PE 0.00 39 521.9 8.25 T 10.2 0.00236 PF 0.02 3.13 PV= 0.07 A 12.3 PT 21.06 40 RN#29 175.7=38.38(20.94)-.5 F 0.0 PE 0.00 40 697.6 8.25 T 12.3 0.00404 PF 0.05 4.19 PV= 0.12 A 12.3 PT 21.11 41 RN#29 175.6=38.38(20.93)-.5 F 0.0 PE 0.00 41 873.1 8.25 T 12.3 0.00612 PF 0.08 5.24 PV= 0.18 A 66.3 PT 21.19 42 RN#29 175.5=38.38(20.92)-.5 F 38.9 PE 0.00 42 1048.7 8.25 1T T 105.2 0.00859 PF 0.90 6.30 PV= 0.27 PT 22.09 44 Bulk Jct 37 174.1 8.25 38 348.1 8.25 K -factor for Cross main 2 = 1048.7/(22.09)-.5 = 223.12 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk (Beginning pressure increased due to Hyd Ref Pt 44) C = 120 A 39.0 PT 22.99 43 CM 1 1438.6=300.00(22.99)-.5 F 0.0 PE 0.00 43 1438.6 8.25 T 39.0 0.01542 PF 0.60 8.64 A 56.0 PT 23.60 64 CM 2 1048.8=223.12(22.09)-.5 F 20.0 PE 0.00 44 2487.4 8.25 1E T 76.0 0.04245 PF 3.23 14.93 PV= 1.50 A 98.4 PT 26.82 45 F 20.0 PE 0.00 45 2487.4 8.25 1E T 118.4 0.04245 PF 5.03 14.93 A 200.0 PT 31.85 46 F 40.0 PE 0.00 46 2487.4 8.25 2E T 240.0 0.04245 PF 10.19 14.93 PT 42.04 47 Top of Riser Riser C = 120 A 25.0 PT 42.04 47 Top of Riser F 48.9 PE 10.83 (EL= 25.00 ft) 47 2487.4 8.25 1E 1GV T 73.9 0.04245 PF 3.14 14.93 1ALV PT 56.00 48 B.O.R. Under ground 48 2487.4 10.28 C = 140 A 60.0 PT 56.00 48 B.O.R. F 70.0 PE 0.00 2E 1GV T 130.0 0.01093 PF 6.42 9.62 1BKF = 5.00# 1BKF PT 62.42 49 Supply Jct Available flow at 62.42 psi is 3704.6 gpm which is 1217.2 gpm from curve. Supply pressure available with 2487.4 gpm flowing is 70.54 osi, thus system requirement is 8.11 psi below supply curve. (11.5%) HYDRAULIC CALCULATIONS Pacific Fire Protection, Inc. Job HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Authority having Jurisdiction_ _ NFPA-13 Occupancy Ordinary Hazard Group III Density 0.39 gpm/sq.ft. Area of Application 5600 square feet Coverage per Sprinkler VARIES System type_ _ Wet /-2C Sheet of Date 04/29/91 Job: HARTNG-6 Water Supply _ 78.00 psi Static, 58.00 psi Residual @ 4240.0 gpm Demand _ 56.35 psi @ 2219.4 gpm @ B.O.R. 63.80 psi @ 2219.4 gpm @ Supply 71.96 psi available @ 2219.4 gpm Demand is below curve by 8.16 psi Sprinklers _ _ AUTOMATIC UPRIGHTS 17/32 .13/3000 FOR PENDENT HEADS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS ABOVE CEILINGS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS IN WRHS. ZONE 1 REMOTE AREA 2 , ZONE 2 REMOTE AREA 1. 1 0 h OO OD ISD 1+ Cn O▪ D Ri CID Oil Qs bRik CID d Z▪ i Prib ie. s urs F+ C0 W OD OD eD SD 8D c F S 1 )1 C.11 1'+ OD OD Sheet of Static = 78.00 psi, Residual = 58.00 psi at a flow of 4240.0 gpm. Demand at BOR = 56.35 psi with 2219.4 gpm flowing. System demand = 63.80 psi with 2219.4 gpm flowing. Pressure available = 71.96 psi when 2219.4 gpm is flowing. anan3 fil T i m ena awn {(Idea g8'T N) Sheet of Pacific Fire Protection, Inc. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 46 BL1 BL1 BL1 BL1 BL1 BL1 BL2 BL2 BL2 BL2 BL2 BL3 BL3 BL3 RN1 RN2 CM1 CM1 CM1 CM1 CM1 CM1 BU1 BU1 BU1 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 2.727 4.260 4.260 8.249 8.249 8.249 8.249 8.249 8.249 8.249 8.249 8.249 47 RI1 8.249 48 UG1 10.280 7.3 7.3 7.3 7.3 6.4 1.0 7.3 7.3 7.3 7.3 6.0 7.3 6.4 1.0 2.0 2.0 12.3 12.3 12.3 12.3 12.3 31.0 78.4 98.4 200.0 25.0 60.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 BL1 BL2 RN1 RN1 RN1 RN1 RN1 RN2 CM1 BL2 BL3 BU1 RI1 -5 18.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.82 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 3.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 140 32 32 32 32 32 32 1T 32 32 32 32 32 1T 32 32 32 1T 32 1T 32 1T 32 32 32 32 32 32 1T 32 lE 32 1E 32 2E 32 1E,1GV,]ALV 32 2E,1GV,1BKF Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 7.3 PT 18.82 1 End head 34.7=8.00(18.82)".5 F 0.0 PE 0.00 1 34.7 2.73 T 7.3 0.00344 PF 0.03 1.91 A 7.3 PT 18.85 2 34.6=8.00(18.75)".5 F 0.0 PE 0.00 2 69.4 2.73 T 7.3 0.01238 PF 0.09 3.81 PV= 0.10 A 7.3 PT 18.94 3 34.6=8.00(18.72)".5 F 0.0 PE 0.00 3 104.0 2.73 T 7.3 0.02618 PF 0.19 5.71 PV= 0.22 A 7.3 PT 19.13 4 34.6=8.00(18.74)".5 F 0.0 PE 0.00 4 138.6 2.73 T 7.3 0.04457 PF 0.33 7.61 PV= 0.39 A 6.4 PT 19.45 5 34.7=8.00(18.84)".5 F 0.0 PE 0.00 5 173.3 2.73 T 6.4 0.06740 PF 0.43 9.52 PV= 0.61 A 1.0 PT 19.88 6 34.9=8.00(19.00)".5 F 19.5 PE 0.00 6 208.2 2.73 1T T 20.5 0.09462 PF 1.94 11.44 PV= 0.88 PT 21.82 15 Riser Nipple Jct K -factor for branchline no. 1 = 208.2/(21.82)".5 = 44.57 Branchline No. 2 C = 120 A 7.3 PT 18.82 7 End head 34.7=8.00(18.82)".5 F 0.0 PE 0.00 7 34.7 2.73 T 7.3 0.00344 PF 0.03 1.91 A 7.3 PT 18.85 8 34.6=8.00(18.75)".5 F 0.0 PE 0.00 8 69.4 2.73 T 7.3 0.01238 PF 0.09 3.81 PV= 0.10 A 7.3 PT 18.94 9 34.6=8.00(18.72)".5 F 0.0 PE 0.00 9 104.0 2.73 T 7.3 0.02618 PF 0.19 5.71 PV= 0.22 A 7.3 PT 19.13 10 34.6=8.00(18.74)".5 F 0.0 PE 0.00 10 138.6 2.73 T 7.3 0.04457 PF 0.33 7.61 PV= 0.39 A 6.0 PT 19.45 11 34.7=8.00(18.84)".5 F 19.5 PE 0.00 11 173.3 2.73 1T T 25.5 0.06740 PF 1.72 9.52 PV= 0.61 PT 21.17 15 Riser Nipple Jct at nya Ket tits 15 1b Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = Branchline 1 + Branchline 2) C = 120 A 2.0 PT 21.82 15 BL1 + BL2 384.2=82.24(21.82)".5 F 26.3 PE 0.87 (EL= 2.00 ft) 15 384.2 4.26 1T T 28.3 0.03348 PF 0.95 8.65 PT 23.63 17 Bot of R.nip K -factor for riser nipple = 384.2/(23.63)".5 = 79.03 at Hyd Ref Pts 17 18 19 20 21 Branchline No. 3 C = 120 A 7.3 PT 18.82 12 End head 34.7=8.00(18.82)".5 F 0.0 PE 0.00 12 34.7 2.73 T 7.3 0.00344 PF 0.03 1.91 A 6.4 PT 18.85 13 34.6=8.00(18.75)".5 F 0.0 PE 0.00 13 69.4 2.73 T 6.4 0.01238 PF 0.08 3.81 PV= 0.10 A 1.0 PT 18.92 14 34.6=8.00(18.70)".5 F 19.5 PE 0.00 14 104.0 2.73 1T T 20.5 0.02618 PF 0.54 5.71 PV= 0.22 PT 19.46 16 Riser Nipple Jct K -factor for branchline no. 3 = 104.0/(19.46)".5 = 23.58 Riser Nipple (Top of RN = Branchline 2 + Branchline 3) C = 120 A 2.0 PT 21.17 16 BL2 + BL3 281.8=61.24(21.17)".5 F 26.3 PE 0.87 (EL= 2.00 ft) 16 281.8 4.26 1T T 28.3 0.01887 PF 0.53 6.34 PT 22.57 22 Bot of R.nip K -factor for riser nipple = 281.8/(22.57)".5 = 59.32 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 21) C = 120 A 12.3 PT 24.12 17 RN#15 388.2=79.03(24.12)".5 F 0.0 PE 0.00 17 388.2 8.25 T 12.3 0.00137 PF 0.02 2.33 A 12.3 PT 24.14 18 RN#15 387.1=79.03(23.99)".5 F 0.0 PE 0.00 18 775.3 8.25 T 12.3 0.00491 PF 0.06 4.65 PV= 0.15 A 12.3 PT 24.20 19 RN#15 386.1=79.03(23.87)".5 F 0.0 PE 0.00 19 1161.4 8.25 T 12.3 0.01037 PF 0.13 6.97 PV= 0.33 A 12.3 PT 24.33 20 RN#15 385.1=79.03(23.75)".5 F 0.0 PE 0.00 20 1546.5 8.25 T 12.3 0.01762 PF 0.22 9.28 PV= 0.58 A 12.3 PT 24.54 21 RN#15 384.3=79.03(23.64)".5 F 0.0 PE 0.00 21 1930.7 8.25 T 12.3 0.02657 PF 0.33 11.59 PV= 0.90 A 31.0 PT 24.87 22 RN#16 288.6=59.32(23.68)".5 F 38.9 PE 0.00 22 2219.4 8.25 1T T 69.9 0.03438 PF 2.40 13.32 PV= 1.19 PT 27.27 23 Bulk Jct K -factor for Cross main 1 = 2219.4/(27.27)".5 = 424.97 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 2 REMOTE AREA 2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 78.4 PT 27.27 23 CM 1 2219.4=424.97(27.27)".5 F 20.0 PE 0.00 23 2219.4 8.25 1E T 98.4 0.03438 PF 3.38 13.32 A 98.4 PT 30.66 45 F 20.0 PE 0.00 45 2219.4 8.25 1E T 118.4 0.03438 PF 4.07 13.32 A 200.0 PT 34.73 46 F 40.0 PE 0.00 46 2219.4 8.25 2E T 240.0 0.03438 PF 8.25 13.32 PT 42.98 47 Top of Riser Riser C = 120 A 25.0 PT 42.98 47 Top of Riser F 48.9 PE 10.83 (EL= 25.00 ft) 47 2219.4 8.25 1E 1GV T 73.9 0.03438 PF 2.54 13.32 1ALV PT 56.35 48 B.O.R. Under ground C = 140 A 60.0 PT 56.35 48 B.O.R. F 70.0 PE 1.30 (EL= 3.00 ft) 48 2219.4 10.28 2E 1GV T 130.0 0.00885 PF 6.15 8.58 1BKF = 5.00# 1BKF PT 63.80 49 Supply Jct Available flow at 63.80 psi is 3523.4 gpm which is 1304.0 gpm from curve. Supply pressure available with 2219.4 gpm flowing is 71.96 psi, thus system requirement is 8.16 psi below supply curve. (11.3%) Sheet of HYDRAULIC CALCULATIONS Pacific Fire Protection, Inc. Date 04/29/91 Job: HARTNG-2 Job_ HARTUNG GLASS -- WRHS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Authority having Jurisdiction_ W. S. R. B. Occupancy_ ._. NFPA 13 Density_ _ _ _ 0.39 gpm/sift. Area of Application_ ._ 5600 square feet Coverage per Sprinkler ,_ 89.000 SQ. FT. System type,_ * Wet Hose _ 150.0 gpm Inside Hose Water Supply * 78.00 psi Static, 58.00 psi Residual @ 4.240.0 gpm Demand 53.89 psi @ 2385.2 gpm @ B.O.R. 61.50 psi @ 2385.2 gpm @ Supply 71.10 psi available @ 2385.2 gpm Demand is below curve by 9.60 psi Sprinklers * _.AUTOMATIC UPRIGHTS .13/3000 FOR PENDENT HEADS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS ABOVE CEILINGS IN RETAIL AND SHOWROOM AREAS .39/5600 FOR UPRIGHT HEADS IN WRHS. 1" PLUGS LEFT FOR FUTURE PENDENT HEADS IN OFFICE AREA.. W CD eri 120 03 oar 130 130 Sheet of CFSI ] ISD SD SD CO 1 1 1 - 1 Static = 78.00 psi, Residual = 58.00 psi at a flow of 4240.0 gpm. Demand at BOR = 53.89 psi with 2385.2 gpm flowing. System demand = 61.50 psi with 2385.2 gpm flowing. Pressure available = 71.10 psi when 2385.2 gpm is flowing. Demand is below curve by 9.60 psi. (13.5%) aMn3 l4 t j tqe j tams awn (gaga S8'T N) Sheet Pacific Fire Protection, Inc.. Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRNS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Raw data previous to any calculations No. Code Diem Length Kfacl Kfac2 Press Elev Hose HW Vel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 BL10 BL10 BL10 BL10 BL10 BL10 BL11 BL11 BL11 BL11 BL11 BL12 8L12 RN1 RN2 CM1 CM1 CM1 CM1 CM1 CM1 BU1 RI1 UG1 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 2.227 4.260 4.260 8.249 8.249 8.249 8.249 8.249 8.249 8.249 8.249 10.280 7.3 7.3 7.3 7.3 6.4 1.0 7.3 7.3 7.3 7.3 6.4 7.3 6.4 2.0 2.0 12.4 12.4 12.4 12.4 12.4 109.3 140.0 25.0 60.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 BL10 BL10 RN1 RN1 RN1 RN1 RN1 RN2 CM1 BU1 RI1 18.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 18.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.82 0.00 0.00 0.00 BL11 0.00 2.00 BL12 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.00 -5 0.00 3.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 0.0 120 120 120 120 120 120 120 120. 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 140 32 32 32 32 32 32 1T 32 32 32 32 32 1T 32 32 1T 32 1T 32 1T 32 32 32 32 32 32 1E 32 3E 32 1ALV,1GV,1E 32 2E, 1GV, 1BKF Sheet Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 10 C = 120 A 7.3 PT 18.82 1 End head 34.7=8.00(18.82)-.5 F 0.0 PE 0.00 1 34.7 2.23 T 7.3 0.00923 PF 0.07 2.86 A 7.3 PT 18.89 2 34.6=8.00(18.67)-.5 F 0.0 PE 0.00 2 69.3 2.23 T 7.3 0.03313 PF 0.24 5.71 PV= 0.22 A 7.3 PT 19.13 3 34.5=8.00(18.64)".5 F 0.0 PE 0.00 3 103.8 2.23 T 7.3 0.07002 PF 0.51 8.55 PV= 0.49 A 7.3 PT 19.64 4 34.7=8.00(18.77'.5 F 0.0 PE 0.00 4 138.5 2.23 T 7.3 0.11931 PF 0.87 11.40 PV= 0.88 A 6.4 PT 20.51 5 35.0x8.00(19.14)-.5 F 0.0 PE 0.00 5 173.5 2.23 T 6.4 0.18103 PF 1.16 14.29 PV= 1.37 A 1.0 PT 21.67 6 35.5=8.00(19.68)-.5 F 14.4 PE 0.00 1T T 15.4 0.25545 PF 3.93 17.21 PV= 1.99 PT 25.60 14 Riser Nipple Jct 6 209.0 2.23 K -factor for branchline no. 10 = 209.0/(25.60)".5 = 41.31 et Hyd Ref Pts 14 15 Brenchline No. 11 C = 120 A 7.3 PT 18.82 7 End head 34.7=8.00(18.82)".5 F 0.0 PE 0.00 34.7 2.23 T 7.3 0.00923 PF 0.07 A 7.3 PT 18.89 34.6=8.00(18.67)".5 F 0.0 PE 0.00 69.3 2.23 T 7.3 0.03313 PF 0.24 5.71 PV= 0.22 A 7.3 PT 19.13 9 34.5=8.00(18.64)-.5 F 0.0 PE 0.00 103.8 2.23 T 7.3 0.07002 PF 0.51 8.55 PV= 0.49 A 7.3 PT 19.64 10 34.7=8.00(18.77)'.5 F 0.0 PE 0.00 T 7.3 0.11931 PF 0.87 11.40 PV= 0.88 A 6.4 PT 20.51 11 35.0=8.00(19.14) " . 5 F 14.4 PE 0.00 11 173.5 2.23 1T T 20.8 0.18103 PF 3.76 14.29 PV= 1.37 PT 24.27 14 Riser Nipple Jct 2.86 10 138.5 2.23 K -factor for branchline no. 11 = 173.5/(24.27)".5 = .35.22 Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev (ft) (psi/ft) Riser Nipple (Top of RN = Branchline 10 Sheet Press Hyd Vel (psi) Ref (fps) + Branchline 11) 25.60 0.87 0.96 27.43 A 2.0 PT 387.2=76.52(25.60)".5 F 26.3 PE 1T T 28.3 0.03397.PF PT 14 387.2 4.26 K -factor for riser nipple = 387.2/(27.43)-.5 = 73.93 at Hyd Ref Pts 16 17 18 19 20 Branchline No. 12 A 7.3 0.0 7.3 6.4 14.4 20.8 34.7=8.00(18.82)".5 F 12 34.7 2.23 T A 34.6=8.00(18.67)".5 F 13 69.3 2.23 1T T PT PE 0.00923 PF PT PE 0.03313 PF PT Notes C = 120 14 BL10 + BL11 (EL= 2.00 ft) 8.72 16 Bot of R.nip 18.82 12 0.00 0.07 2.86 18.89 13 0.00 C = 120 End head 0.69 5.71 PV= 0.22 19.58 15 Riser Nipple Jct K -factor for branchline no. 12 = 69.3/(19.58)".5 = 15.66 Riser Nipple (Top of RN = Branchline 10 + Branchline 12) C = 120 A 2.0 PT 25.60 15 BL10 + BL12 288.3=56.97(25.601..5 F 26.3 PE 0.87 (EL= 2.00 ft) 15 288.3 4.26 1T T 28.3 0.01968 PF 0.56 ¢.49 PT 27.02 21 Bot of R.nip K -factor for riser nipple = 288.3/(27.02)".5 = 55.46 Sheet of Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Calculations HARTUNG GLASS - WRHS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi). Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 20) C = 120 A 12.4 PT 27.92 16 RN#14 390.7=73.93(27.92)".5 F 0.0 PE 0.00 16 390.7 8.25 T 12.4 0.00138 PF 0.02 2.35 A 12.4, PT 27.94 17 RN#14 389.7=73.93(27.79)".5 F 0.0. PE 0.00 17 780.4 8.25 T 12.4 0.00497 PF 0.06 4.68 PV= 0.15 A 12.4 PT 28.00 18 RN#14 388.9=73.93(27.67)".5 F 0.0 PE 0.00 18 1169.3 8.25 T 12.4 0.01051 PF 0.13 7.02 PV= 0.33 A 12.4 PT 28.13 19 RN#14 388.0=73.93(27.54)".5 F 0.0 PE 0.00 19 1557.3 8.25 T 12.4 0.01785 PF 0.22 9.35 PV= 0.59 A 12.4 PT 28.35 20 RN#14 387.2=73.93(27.43)".5 F 0.0 PE 0.00 20 1944.5 8.25 T 12.4 0.02692 PF 0.33 11.67 PV= 0.92 A 109.3 PT 28.68 21 RN#15 290.7=55.46(27.47)".5 F 20.0 PE 0.00 21 2235.2 8.25 1E T 129.3 0.03483 PF 4.50 13.42 PV= 1.21 PT 33.19 22 Bulk Jct K -factor for Cross main 1 = 2235.2/(33.19)".5 = 387.99 Pacific Fire Protection, Inc. Sprinkler Systems Hydraulic Flow Celculetipns HARTUNG GLASS - WRHS ZONE 1 REMOTE AREA 1 17800 WEST VALLEY HIGHWAY TUKWILA,WASH. Pipe Flow Dia Fitting Length Fr Loss Press. Hyd Vel No (gpm) (inch) and Dev, (ft) (psi/ft) (psi) Ref (fps) Bulk 1 ..r...= A 140.0 PT 33.19 22 2235.2=387.99(33.19)^.5 F 60.1 PE 0.00 22 2235.2 8.25 3E T 200.1 0.03483 PF 6.97 13.42 PT 40.16 23 Riser 1 •••�••••_ A 25.0 PT 40.16 23 150.0 gpm = Hose F 48.9 PE 10.83 23 2385.2 8.25. 1ALV 1GV T 73.9 0.03928 PF 2.90 1E PT 53.89 24 Under ground 1 24 2385.2 10.28 14.32 Notes 120 CM 1 Top of Riser C = 120 Top of Riser (EL= 25.00 ft) B.O.R. C = 140 A 60.0 PT 53.89 24 B.O.R. F 70.0 PE 1.30 (EL= 3.00 ft) 2E 1GV T 130.0 0.01011 PF 6.31 9.22 1BKF = 5.00# 1BKF PT 61.50 25 Supply Jct Available flow at 61.50 psi is 3821.3 gpm which is 1436.1 gpm from curve. Supply pressure available with 2385.2 gpm flowing is 71.10 psi, thus system requirement is 9.60 psi below supply curve. (13.5%) Washington Alarm Inc. 1253 S. Jackson Street Seattle, WA 98144 Phone: 206-328-3288 Fax: 206-322-7214 www.washingtonalarm.com Hartung Glass —Scope of Work 17750 West Valley Highway Tukwila, Wa. 98188 1. Connect to two HVAC duct detectors, located in the second floor work area (iNSYALLED $Y ollieR5) ACCEPTED Without Comments As Noted In Red Per The Attached Letter i These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform nce with current city :tendards. Acceptance is !utlect to errors and omissions which do not authorize violations of adopted tonaaras and orainances. The responsibt:iry for the aequacy of design rests totally with the dergner. .Additions, deletions or revisions to these drawings atter i. this date wiU void this acceptance and will require a j resubmittal of revised drawings for subsequent approval. j Final acceptance is subject to field test and Inspection by The Tukwila Fire,Prevention Bureau. Date: 1 4 t �.1)8y: Ni\SI 1 FLE CO PY I UKWILA FIRE DEPARTIVW.L ( Please call: 575.4407, and give this job No. (1 -* — 0\ Z, and exact address for shut' sown or restoration approval. 17750 W VALLEY HWY 07-F-012 UL LISTED AND FM APPROVED CENTRAL STATION LICENSED AND BONDED ELECTRICAL CONTRACTOR - 6 it W Fireestern ProtectionStates Co. 74tectivaq.14'ea acrd Prafte4 a subsidiary of API crow, MC• ;. 14690 N.E. 95th Street Redmond, WA 98052 (425) 881-0100 • (425) 881-3030 FAX WWW.WSFP.COM Fire Protection • Suppression • Detection Systems Enoineerinq • Installation • Service • Inspection Commercial • Industrial • Residential • Institutional Special Hazards • High Tech • Defense • Hangars Retrofit • Maintenance 3-D / BIM DESIGN May 27, 2016 Tukwila Fire Prevention 6300 Southcenter Blvd, Suite 209 Tukwila, WA 98188 (206) 575-4407 Attn: Al Metzler Subject: Hartung Glass — Fire Sprinkler Demolition Impairment Request Al, Hartung Glass would like to remove an existing stair and office. They have asked Western States Fire Protection (WSFP) to remove the fire sprinklers in these areas. Once the stair and office is removed, the area will continue to be protected by the overhead fire sprinklers at the roof level. The only work taking place will be demolition. Any new installation or work in the future will take place after plan review and approval by Tukwila Fire Prevention. WSFP would like to request a TFD impairment number to perform the demolition. I have attached a plan showing the demolition scope for your reference. We appreciate your help with this. Thank you and have a great day! Sincerely, Jim Stewart Service Manager Digitally signed by Jim Stewart Contact Info: 425.881.0100 Date: 2016.05.27 07:17:51-07'00' DITARTVIEN T ^..a .. �..1.1)5- 575- 07 ark Permt No. _L--110 and sct 3d ass for shut- down Cr rr-:on approve, 17750 w.UJdImo„/ N/ S. 17750 W VALLEY HWY 16-S-110 Albuquerque_ N \'t Austin. TX Casper_ AV'l Colorado Springs. CO Dallas. TX Decatur_ II. Dcnver. CO I.:I Paso. T\ Ft Collins. CO (itemvood Springs. CO Fioustrn)_ FX Jefferson Citi. MO Kansas Cas. hS l .akewood _ C A Las Vegas. '� V I.os Angeles_ CA Missoula_ Nl Phoenix. A7 Portland. OR Rapid Cin. SD Sacramento. G\ San llo. TX Seattle. \FA Spokane. (\ \ St Louis_ MC) huc son...A/ \\ aeo. I \ OUR MISSION: QUALITY SOLUTIONS FOR THE PROTECTION OF LIVES AND PROPERTY, PROVIDING AN EXCEPTIONAL VALUE TO OUR CUSTOMERS. USOBC AND RELATED Lexi() IS A TRADEMARK OWNED BY TIRE U.S GREEN BUILDING COUNCIL ANI) IS USED BY PERMISSION ®DEMO PLAN ®CEILING PLAN 1 ► SECTION A (DFLOOR PLAN GENERAL NOTES DEMO FLAG NOTES FLOOR PLAN FLAG NOTES DOOR SCHEDULE GENERAL DOOR NOTES LIGHTING ENERGY CALCULATION T H E RONHOVDE P.CHITECTS L L C '4900 INTERURBAN AVE SOVP-I SUITE 135 1X51951-95[0 ii FAX 206) 856_5501 PLANS, SECTIONS, SCHEDULES A1.1 7_ 3i %A, 431u 5. A FF •• DooR 6AT \ ROOM ,R;.'s SPACE, Is —S9 T d NEW coy at 2'0 AFF MOURN'. ME SVSYEMS BC 4C6 Sieas.-a kr :n MSN; taMen, W 4Oa 7 2116_772.7502 - n6_771.704 wiaysapFie.ry.ttsmumnn • IC : KONTRFS`i SCI LCeN5r it Mol[tiNFSgaCtt. Di pmtz,e�3Gl kt.s 4-1 A00 t„. c atkeit, TENR141 5 Ac.. 4 PLAN) VIEW 1:0 4 rsow►flrAic De fAiL, Vy" —l\_ 1115o wr sr vaU E! H rj 1u8(wi LA. vv A _Co N+&AA_tO& . KELLy-Tha iss Vic. Artwoi p-08-.044 S'x'r BA1+►Poowi A Atem ► BA& aF B'®26 SPtIaICLaR. Ova ddz+.ass DATE: $-41Of DRAWN: 4,/a} R (SCALE: i1 = 1-O 1 OF t 17750 W VALLEY HWY #106 08-S-069 1 2008 Tukwila Fire z�'9/ ? 75- ACCEPTED Wthout Comments 0 As noted In Red 0 Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and or ainsnces. The re:3ponsibily for the adequacy of design fl -s,.9 totally with the designer. Additions, deletions or r:visions to these drawings atter this date will void this acceptfince Rnd will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. A Date: 3 -)a -o, By: • fUKwILA FIRE DEPARTMEN1 Please call: 575.4407 and give thls job No. O -,5- d c1 ind exact address for shut. •.awn or restoration approval; Because of increased demand our in ,lectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-44C7 or email fireinsprequ?s i.i'V(w;la.wa.us to schedule y, -)r :..,Y,,;ections a minimum of 48 hours in N-Fva; ;ce of the date you want an inspection. Vitietk qoi 6 t11W6 f a1 0 r OA r 11;1;if I.. I; l WIT OUT COMMEN AS NOTED IN RED PER THE ATTA6HE I$UER Thsrawings affixed her have 1 en re ri::;.We i and accepted by''fh.e City of Tuk+rii : Fire Dept. Additions, creeletions L .)a; to these drlvw,n s.er his II`his- cep� )and will ,..a;.ictal of.reji r `dra ings. is sulcjjp�ct t fie re,)rese it ti a of tlis VATi_: 9- )7D - 2)r,;Y:.... ' fY CI i Y OF TUKWILA 5/5-4401 00 �}N 4: (Yu,1 ( d o Q Q_G N 0 a • i r. G_ - ;:a w 0 4 U.)4. rbort kl h a x 0 CO tL" co M N • TUKWILA FIRE DEPARTMEN PI- - call: 575-e and ;ive this job No. 9? -,S -o ' • an dow xact address fo or restoration Mitotiet PCE LEc T 57144r•;1,r: �4._.4" 5C ALc L ..i�"w�_.�:;sa': !A ota £ 2\ fft.t.1 ta«.rr )~l a rat AO lies 1200T" (dare CM EU A1:1;ix, _.,_....«.-_.._.www........ 5rtiwa>Ver. 5-74LG�G PPE- 141,brww►11.t.S Wo>zic 1')o>vE Pea "Tulcw e hl. r 1'5 sR f:rot, A-Pn-c+.s r d alio iii" ta, klkau.t.vr, ee s TJJ Eli fi�''''''tt r APR 4 19 7 O 0 These plan Prevention B standards. A omissions wh standards adequacy • • Additions, d \it!'4 Roar per Myr -rue shuts pprovc i ii Without Comm nts As Noted In Per The Attach d Lette ve been revie'4c by Th reau for ccoform nce wi ,. ceptance is subj; t to err ► h do rot authori ae viotatij` ordinances. T,4•4 respon-I`� esign rests tota y with th= tions or ravisiorl to thes:ii M • .. F@"J41;ilt-afof f and ukwila Fire urrent city and s of adopted ility for the signer. rawings after ;, require a uent approval. J. pp�� frial`acceptanc subject to field test and i - " The Tukwila Fire vention Bureau. Date: air l By: kin s! / i?« WS Srovets A%st> 5p'AS l 77 'Sb LA!. V R1.t.04 1, W M v TO IC W 11. A 1 \r4.4 A ata 1 N t T'e ;71ZE Pterec. TF co./ f'i-1 Ze. L, £3'S 7 -'S' -2z2 Coal- l.r TIC.+Fu iria) D Jc ,. ItDu l GfErl►Marr Rn bc,.r>,nl. /4.4kbs'oe. 4. 4.401 qMt, tf 40svr°e : 4 -3-qt1 '[vR•av+l14 r. L. i; 514 l or 1 17750 W VALLEY HWY #106 97-S-086 FIEPVVE EXISTRI r_ a DEMO - FIRE SPRINKLER \zir SCALE„: = ,o - i`5 7 -� "ZS. XX F I T f,4 Kilo 1='= rL. xx 2'z NEW INFILL OPEN TO STRUCTURE 3 J J 114 FIR15T FL -90F 1- 1 14 FULL HT WALL A HANGER LEGEND NEW - FIRE SPRINKLER SCALE: 1/8" = 1”-0" SPRINKLER HEADS REVISIONS LEGEND • 7W/h' o o- 0 EXISTING SPRINKLER PIPE EXISTING SPRINKLER PIPE TO BE DEMOED NEW SPRINKLER PIPE NEW SPRINKLER TO BE ADDED NEW SPRINKLER TO BE RELOCATED EXISTING SPRINKLER 1.5" x 1" MECH. TEE GENERAL NOTES DESIGN CRITERIA AND NOTES a A B C D E U -HOOK SUPER SCREW CONCRETE INSERT TOP BEAM CLAMP L M N P R L -ROD WASHER PLATE SYM TYPE SSU MFG TYCO MODEL TY -FRB ORIFICE 5.6K THREAD TEMP 1/2" 155" FINISH BRASS CANOPY QTY 5 POWDER DRIVEN STUD WEDGE ANCHOR MK A A A A DATE BY DESCRIPTION F HDI -P T TRAPEZE A G CEILING FLANGE U APPROVALS REQUIRED: DISTRIBUTION: H SIDE BEAM BRACKET W AUTHORITY CITY OF TUKWILA 3 J SIDEWINDER X OWNER 1 ARCHITECT OWNER 1 ARCHITECT 2 K SHORT CLIP Y TOTAL 5 FIRE SYSTEMS WEST 2 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL MAIN AND GRIDDED BRANCHLINE PIPING TO BE DYNA FLOW JOINED W/ GROOVED COUPLINGS AND FITTINGS(UNO). 2. ALL TREE BRANCHLINE PIPING TO BE SUPER 40 JOINED W/ CAST IRON THREADED FITTINGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4'" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE. 5. ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAMP, CEILING FLANGE, OR SAMMY SIDEWINDER (UNO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILTI HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF TILES IN EITHER DIRECTION - NO CLOSER THAN 4" TO GRID. cr) SITE PLAN SCALE: N.T.S. SCOPE OF WORK FIRE SYSTEMS WEST (FSW) WILL MODIFY THE EXISTING FIRE SYSTEM TO PROVIDE FIRE PROTECTION TO ACCOMMODATE THE NEW CEILING AND WALLS OF THE TENANT IMPROVEMENT. CLARIFICATIONS ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40"F TO PREVENT FREEZING. EXCLUSIONS pALNTING OR',PBELIf G OF PIPE AND/OEQUIPMENT 2. ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES 3. CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES 4. ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL; BREAKING PATCHING; SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. DESIGN CRITERIA PER NFPA 13(1999) AND CITY OF LACEY. PIPE SIZED AND SPRINGERS SPACED PER NFPA #13 LIGHT HAZARD OCCUPANCY. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. TJI UPERSCREW/HANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER B SUPERSCRE OOD) Er ❑ ACCE TED Without Comments As Noted In Red Per The Attached Letter . These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is *e t to errors and omissions which do not authorize violations of adopted standards and cr=y! na ces. The responsibility for the adequacy of de.iLgn rens totally with the designer. Additions, deletions or ravisions to these drawings atter this date will void ti?i+j. acceptance: ptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S- t 3-- 0 7 By: Alt1s"l FILE TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 07-S-11 `3 and exact address for shut, dawn or restoration aodravai Irks 1 PAID MAY 15 2007 Tukwila Fire SPRINKLERS'#1.7 BUILDING PERMIT # CONTRACT NAME: RICH'S 17750 WEST VALLEY HWY. TUKWILA WA CONTRACT WITH: KELLY THOMAS 26318 ENTWHISTLE RD. E. BUCKLEY WA 98321 FIELD SUP. LARRY Phone: 206-786-6178 Fax: Fire Systems West 219 Frontage Road North, Suite B k Pacific, WA. 98047 1"-933-1248 Fax: (253) 735-0113 17750 W VALLEY HWY #106 07-S-119 Q.C. FAB BY: WA CL# FIRESWI 140B1 Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET C. Miller 05/11107 2-11-9787 1 of 1 11 N07-63- 1. 130 SQ FT fr/Axt. 511/4Cfiv4"" z..0ATINflicy M4 zrfrtp P/°6 sc IlEPoz 3. riger/24g16 I -16-f/7 WALL ',ult. 12v77a- /ROM StA'6ivE,0 f/771A/G-S: 57 mvs7 Ai/Ixe flAWAN66(46NTS- 4-7- 11‘170 7716 fog 17-0fie STOg6 TO TOA'N 12gAIN 7716 s rs7LcA4 6. All- 1/4iVaefis MI: WPM if 13 7 WA-exis To Eti Ce/LI/V6- icoP 5x1,5-7//va- LfiveS AOWS • WINO •,` gIMMIMIM ••••••, ••••••••••• NEw ISS° PENP6NT BEaw R657 X011 CE/DMS off EXIST//v4 I " p‘u SflotOioom A -X61 jgmAIN S-- - - - -VI1 • 14-) 4" / L EX/ST/NG LINE ismhvy Low IV/ILLS 4pe nor 4M OgSTA'ucTioN THE ExIST1Na ufpoir Nri41,5 TYPIC,4L EX1.71N LU4 4 AD _TYP. 1;, L mmes ..•••4 EX/ST/A/4- 11' fiv‘cf He4P Tyr/616 ACCEPTED WITHOUT COMMENTS. O AS NOTED IN RED O PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions b these drawings after this date will void this aocept,m-,3e and will require a resubmittal of revised drawings. Finil aoc.eptan7:e is su'oje.---t to field- inspecti )1 by a re,.)resentative of this dep.. i -trent DATE:4/ 17.-- B c -f2 - CITY OF TUKWILA 575-440/ NEW 155° SS() EXPowcE12 gEtoW COI/12R COL Wei oFF LcxlsTilva I" /ZUG TUKWILA FIRE DEPARTMENT' Please call: 575-4407 and ive this j No.Laci 11 and exact address for shut- il down or restoration apdrovaL uTS o e Sour/tit 11/4Z1 4f 5112‘. FILE HYDRAULIC INFORMATION GENERAL NOTES HANGER LEGEND SPRINKLER HEAD SYMBOLS At_ARM: STATIC P.S.I. RESIDUAL P.S.I. FLOWING G.P.M. THIS SYSTEM DESIGNED TO DELIVER G.P.M. OVER THE HYDRAULIC REMOTE SQ. FT. WHEN SUPPLIED WITH WATER AT THE BASE OF RISER AT A RATE OF G.P.M. AT P.S.I. OUTSIDE HOSE INSIDE HOSE RACK SPRK. 1) INSTALLATION TO CONFORM TO N.F.P.A. # AND 2) ALL MATERIALS NEW AND - APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD- ANCE WITH A.W.S. D-10.9. 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY. U.N.O. #1 #2 #3 #4 #5 #6 #7 #8 #9 - EXP. SHELL ROD & RING - C -CLAMP. ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD & RING - L -ROD & RING - EYEROD & RING - COACH SCREW, ROD & RING - CEIL. FLG., ROD & RING - U HOOK O - UPRIGHT ON LINE - • UPRIGHT ON 1 SPRIG UP (g) - PENDENT ON LINE 0 - PENDENT ON 1 DROP - UPRIGHT & PENDENT DROP - • UPRIGHT SPRIG & PENDENT DROP - SIDEWALL - DRY SIDEWALL - • DRY PENDENT DROP SPRINKLERS ORIF. TYPE DEGREE FINISH QTY A c•c-6,61 ASco4 hz SS() SC/7 155° 1.575-6 0/A-ffokit z. A REVISIONS TOTAL SPRINKLERS CONTRACT WITH: Se/177,Z CoMS NORTH WA. STATE CONT. LIC. NO. TR - IA - NF - P2740P • : BU/401/V6- ftAWIT 4i 87Z- 0/07 HIGHS I To v6 .5- cr 672/41 177S0 WEST WILLCY hiwY Tw( W/LA WS//. TRIANGLE FIRE PROTECTION SCALE:. 1/91;- /4 0 'r 1 17750 W VALLEY HWY #106 92-S-127 DATE _ BY: - JOB #: pw-2scl / OF / 12001n 2003 Ma 4 4. AOR rep CZt t- ri tAl tic: Q z -•f taw 0A-11480011 lAtoL,ID 5/6 silEt 0Ct( ELEVATION RICNtS R' • pA RETTAIL N2 EUPOPA RETAIL EU.ROf\ OFFICE 0 OPEWTO O8BY ENTRY SPRINKLER PIPING PLAN NOTES: f 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING 1 PENDENT IN THE NEW RESTROOM AND RELOCATE ONE UPRIGHT SPRINKLER HEAD OUT OFtWALL AS SHOWN ON PLANS FOR NEW TENANT IMPROVEMENT. 2 NEW SPRINKLER LAY -OUT IS BASED ON ORDINARY HAZARD PIPE SCHEDULE, PER N.F.P.A. 13. SPRINKLERS SHALL NOT BE MORE THAN 7'-6" FROM ANY ONE WALL OR PROVIDE COVERAGE FOR MORE THAN 130 SQUARE FEET. 3 EARTHQUAKE BRACING PER N.F.P.A. 13. 4 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 5 NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVER E OR CONCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS BEEN ACCEPTED BY TUKWILA FIRE. q•rr rr., .I- .r • -, -..T11 I I',)'3 r'�Trt•� -.•-n -•r ACC ▪ 13 C 0 in lg Per11 LsJ z 1 °o n e) Cu X 3- y . ``. C 0 to _a © en 0 (O4-7 n acn if 'ti N u. ��, fQ N• i N.�Q nu �° -0-•m Z (CaD u. bj� fl ° n! Er2)- ac 12 - .Orn c j- 0 L C .O 1, Z7 = CJ � G) l0 0):1:35' 0) >.. V) CNQ)OVpp•e t ,„NUS(U6 0 C (00 '- fl u 'D•O '65 -!°:;:c o . O y12:g: ��'o 3 —m ::73(3:f13 L0 RS O f E -Ot)_�C C -o "i O N Q .0 0 to 15. Si v k O m 0 Q O C (1) • y g t'a • LA U 0 t0 C LL }�- 17750 W VALLEY HWY #200 04-S-011 W W J w C3 -J w 0 MOTOR W W W W �W.. 0 cn cn cn cn d d i Zilllifll M®®®4�� Z 0 U Cl. J W W 0 03 W CC 0 cn J w u. STANDARD SYMBOLS 0 Z 0 CC U Ct W 0 Z Z 0 z 0 Ct C7 CC W 0 z Tr HANGER LEGEND z 0 0 CC J Cfl T z 0 z a. w z E2 0 0 cc 0 U U tNi z E2 0 0 CG 0 w 0 0 a C7 z .8 0 O #6:— EYE ROD & RING z Fr - .0 0 0 w cc U U 0 0 14. w a SPRINKLER HEAD SYMBOLS 0 — UPRIGHT ON z 0 1- Z w 0 Z W CL. i•1 z 0 F -- Z W 0 W a. > 0 0 • L sa JAN 2 0 2004 z3oe7 ACCEPTED Without Comments (l AS Noted In Red (� Per The Attached Letter These plans lave been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions w'lich do not authorize violations of adonsibility for pted standards asd ordinances. The res the designer. adequacy o1 design rests totally with Additions, d 3tetions or revisions to these drawings after this date wil void this acceptance and will require a resubmittal pf revised drawings for subsequent approval. Final accefiance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: • 5 • By: TUKWILA call:ease FIRE DEPAR MENT 4407 and give this lob No. 5 and exact address for shut' down or restoration approval. kJ T v/1/4LLCY Y�CI T1 Htle T5 p-ef1.>.,, is .I Tc, 1. f LU G ,c/////t' NV r..c>uf� f To NCS _ 1 1 Ab v T v 1i.If..c 1 1_ o.� ISI p:;,c7TT6rri c P aF Tr -u ss 5.e; z. L Nei pit-t4 c PTT�fi4 T� r? 'TTGrt k. I -z Les,c, SCR 1,J . . e•T r2-- 1-1/1•0 G LP- IAC 7rk i L i44 =- E I L. I Int T141 AF -E . Vit. srN I-LrP- r1C1 I „ S n STRUCTURE TO CENTER lam-/ LINE OF PIPE IN INCHES SPRINKLER LEGEND cc '8 5)1 SPRINKLER ORIFICE SIZES AND TYPE WNA I- V) 1- 2 3 7 SPRAY 16 S 16 2 0 Q 0 1- 4 - - 2 2 1" 17 32 SPRAY 3 1 1 16 2 SIDEWALL 2 DRY 'YPE 0 '1 3/4" 1 113 1 TEMP RATING -o 0 165' 212' 286' 350' 500' 2a 1 0 0 1 SPRINKLER S USED SVM SPRINKLER ORIFICE SIZE, TYPE 6 flt11SM QUAN TEMP 0 GCr1 `A S SP 12 , . 3 ISS TEs 1) Sr.'SCCSIG,/J / I N STI^L-¢TI 00 _I1-1 ft<C r.V1‘0NC.C, I /,.IrrA 2) rt res sl Zr.E7 OFpA• 13.0E- ri PC. scP. r r- TA�L 3) ALL 0W r11'IJ4 To r1,t .4a ecg 9) ALL i41%144tri- Ta T'Jd (Z) MOLE CE1LIMA rL��LE U/ (.2) t.►._ SI` K 1 Lal --14 LAG Sc12-C1.IS - LL LtJE- E ST y 17 -tri 11/41 (J .. A — /4:4:7 E..14TEsr7c'JT Sr iI.ltet,x.Iz. 16.s 42+.1e)T,11j_ TOTAL 3 APPROVALS REQUIRED raIf f "<- r 1` w/ 1TEt A -T ITT'rt 5rw r REVISIONS MK DATE BY A PROJECT NAME [:Elmore rUr IITL 11So WEST vt-LLL' h111T TU1'-1•11Les,, b-1/°.- corlTIa, "1 "1' tU► F rU 04.1 I TU 17750 W VALLEY HWY #100 97-S-146 Grinnell FIRE PROTECTION SYSTEMS COMPANY 1215 CENTRAL AVENUE SOUTH SUITE 128 KENT. WA 98032-7425 CONTR. LIC. # GRINNFP137LE DESIGNER G e+44 c Tc% THE COMPLETE LINE/166939 JUN 11 1997 TEL. # (206) 859-5066 (206) 874-5010= FAX: (206) 859-5255 DATE G•to 9? JOB NUMBER �I_o93�77-a=1 i 3. ipti n V ottt 5 i r _ con. 17X22 I NUNTED ON NO. 100011 C1EARPRiNT • I nor, t ' 9 1'L (2? .1140. .._ .�.� �...a .mon•-• saw irons 411/11111. etif,4 a, 40 NA 10 0 Ar 0.401 1/43 j:tId f es' 174)0 Av ri r! P i:r • 1 _ / 1 C ' moi ` ' 664/1-e / •�r a e reAA, /77 -') 4..). /i 424 Le 4, 1 l ACCEPTED [] Without Comments As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and i omissions which do not authorize violations of adopted Standards and ordinances,The responsibility for the :1e.ot .-.�Lr o: design rests ttally with the designer eielslions or revisions to these drawings after .i k - c.- ,t5 vcsd this acceptance and will require a or revised drawings for subsequent approval t c cc ptcn; a is subject to field test and inspection by e Tukwila Fire Prea,ention Burz:au ..te c(11 stt co -UKWILA FIRE DEPARTMENT Please call: 575.4407 :rid give this job No. 9'D -f0°'i and exact address for shut - 'down or restoration approval. 17750 W VALLEY HWY #100 98-F-002 r-- F!! .4t4 zr'• srQy-e, CgM / ? -7 s -v CO -e J r t%//,et/ // 7 . 11 kJ, -1t!: iJA / 11 SCALE: or() 1 DATE: fr;.Q� APPROVED BY: BRAWN BY REVISED t. .� �� re sial RFs.,%'' s., L vtt. Ott = 27'%!1) soar (rp has+ 4 '+� c cs-Afe S o Ql< DRAWING NUMBER _ or P j / 7/5 z) (6/(}aZ/ (e ELEV. LODDY DN OPEN TO DELOW OPEN TO DELOW Partial 2nd Floor Plan 1/8"=VV-0 ELEV. MACH. RM. OR C) C) 'TOR. UP LODDY Partial 1st Floor Plan 1/8" = VV - 0" Vicinity Map NOT TO SCALE NOTES ACCEPTED a Without Comments As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after I this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. t' sate: 1 [18102.. By: S10/K. TUKWILA FIRE DEPARTMENT. Please call: 575-440Z — and give this job No. OZ--P—vt6 and exact address for shut' down or restoration approval: 5704e._ S -M 4 p/t710 c l o k-ies-r- lei TU czwI$"Lgt ZONES 1. FACP SMOKE DETECTOR 2. ELEV. MACHINE RM. SMOKE DETECTOR 3. 1st FLOOR ELEVATOR LOBBY SMOKE DETECTOR 4. 2nd FLOOR ELEVATOR LOBBY SMOKE DETECTOR 5. ELEVATOR SPRINKLER TAMPER SUPERVISION 6. SPARE 0 0 0 SILENT KNIGHT 6324 FIRE ALARM CONTROL / COMMUNICATOR H H Riser Diagram PHONE LINE 91 PHONE LINE 92 CONNECT TO U.L. CENTRAL STATION FOR MONITORING Connect to DEDICATED 120 Vrms @ 60Hz, 2A A.C. Ckt. for primary power. 17750 W VALLEY HWY #106/200 02-F-018 JAN 1 0 2002 �f ZOzvcP_ ezi"" SYMBOL LEGEND FIRE ALARM CONTROL PANEL (SILENT KNIGHT 6924) OR PHOTOELECTRIC SMOKE DETECTOR (ELEVATOR RECALL) (ESL 429 C) O ELEVATOR SHAFT SPRINKLER TAMPER SWITCH (SUPERVISORY) (PROVIDED & INSTALLED BY SPRINKLER CONTRACTOR) Project Name: RICH'S Stove, Spas and Patio 17750 West Valley Hwy. Tukwila, WA. 98188 Date: 1/8/02 System Type: FIRE ALARM Drawn By: j F. Scale: As Shown Date Contractors ALARMCI055CW License # Revision Date Approved By: Revision ACE FIRE & 1-800-354-1555 SECURITY SYSTEMS A Division of Alarm Center, Inc. P.O. BOX 3363 LACEY, WA. 98509 SHEET FA -1 "EX /S T/tIG 11 f'l, IGffT w/l"PtOc paw a' LOW 14/ALLS No oB5T,qUc7/o,V T6 Tht E /$T/r/G' IJP/'161/T SPIW/XLMS TYP/CAL -WAST DQTS!!Jy 1vr4LG _ Of SLGG.. -) NEkv Sec6ssty ft/We/lig Off EE'sTi'vv- 1 " PL 2c NEW off/CL W/T7f DPaPPEV C516/44 - FI R S r FL DD P OFFICE NI 1 a.n'l 114/N l (I ti t to o to 1 ` !re '1 i1 .1 -L r (.11 rt-31 to 1 1 SIS 36' 2-0 7\11 _- -- — TYP/cetfL UPFI GHT oh 1? SPi?IG' EX /S TifIC to N• om© N N1 {0/3 _ - T Ypic14 - CY/IMNtY FL UE StifCE SECOND _FLOQR - N1EZZ CI-if/41\16Y (LUES MOTES 1. 130 Sa fT M4X SPAci vc Z• 49K13//Mf?Y 7-1/X6112/181e-1714ZI4 p /l_J 5Cf/n7 L�/E/ �%/pr 3.14 To l: '/4//Tp i40ez Ili G 4.-2" ro PE D YA/Ai2otL L/G//T 140ZZ P/PE 5.: ' 7/LE - TA'om Sc,fEi EP /=4TT/NG•S. G. 4LL iblit/ 5/f - - To 86 NFf' 4013 7. M// '61S To to c6Te /rV /c47._ Ko a cf /i/tVc . B. WE MUs7 ,41,1 /WANG-6(-7e/t Zr Ta GET - ///7? 7/'6 fO /T4'ff 57a,E{ = To To, A/ oft- Pm/At ffP/?m/At 774, � ?CCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED O PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will vii 1'133 a.:::e,atan„e and will require a res:a'ar- ittI of revised drawings. Final tie ,-.:a ;t i 1 �o 13 s i5iect to field- ins,�ec` _ 1 iy a re,.,re. eiitative of this dep DATE 4/ //fEY• s --(Z -- CITY v o . K1�'11LA 55.440/ F_ _Ea t� N 1992 ILE TUKWILA FIRE [+llEa" Please call: 575-E4407 and give this lob No. shut- downr restoration approval. exact o 6 I 9 X47.3349 �(1f� DI11�G- PE 'M_fr 89'Z-0107 HYDRAULIC INFORMATION GENERAL NOTES HANGER LEGEND SPRINKLER HEAD SYMBOLS ALARM: STATIC P.S.I. RESIDUAL P.S.I. FLOWING G.P.M. THIS SYSTEM DESIGNED TO DELIVER G.P.M. OVER THE HYDRAULIC REMOTE * FT. WHEN SUPPLIEC1 WITH WATER AT THE BASE OF RISER ATA RATE OF G.P.M. AT PSI. OUTSIDE HOSE INSIDE HOSE RACK SPRK 1) INSTALLATION TO CONFORM TO N.F.PA. # AND 2) ALL MATERIALS NEW AND APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD- ANCE WITH A W.S. D-10.9. 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY, U.N O. #1 #2 #3 #4 #5 #6 #7 #8 #9 - EXP SHELL, ROD & RING - C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD & RING - L -ROD & RING - EYEROD & RING - COACH SCREW, ROD & RING - CEIL FLG., ROD & RING - U HOOK - • UPRIGHT ON LINE 0 - UPRIGHT ON 1" SPRIG UP ® - PENDENT ON LINE O - PENDENT ON 1" DROP - UPRIGHT & PENDENT DROP - UPRIGHT SPRIG & PENDENT DROP -SIDEWALL ® - DRY SIDEWALL 4> - DRY PENDENT DROP SPRINKLERS �S� A RL $Y6 44scM TAWC ORIF. r1� %Z TYPE ss -p 55-u DEGREE /.S-sv 212° DIY Sfvtril?L Z 8C FINISH C f/fOtie. '/SS gross QTY Z / S REVISIONS TOTAL SPRINKLERS CONTRACT WITH: RIC S ST13VES .P41S' NORTH WA. STATE CONT. LIC. NO. TR - IA - NF - P2740P RlCH:r STovES ¢ SPAS fH/1SE11 177540 WAST 1/4LLEY //kJY TUKW/LAS WAsf. TRIANGLE FIRE PROTECTION SCALE // / = 0 P 17750 W VALLEY HWY #106/#200 92-S-140 DATE C C - 9Z BY: Ps JOB #: pk/- 2s- 3 f OF/ 1 THE COMPLETE LINE/ 135852 SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE OR OA HANGER SYMBOL SPRINKER HEAD TO BE RELOCATED SPRINKER HEAD TO BE ADDED EXISTING SPRINKLER HEAD TO BE PLUGGED NO REVISIONS DESCRIPTION DATE SYMBOL 0 FIRE SPRINKLER PLAN LEVEL 1 SPRINKLER LEGEND DESCRIPTION EXISTING UPRIGHT - (SR) NEW UPRIGHT - TYCO TY -B (SR) SCALE: 1/4" = 1'-0" ORIF. 3/4' 3/4* K 8.0 8.0 TEMP. 286°F 286°F FINISH BRASS BRASS NO. REQ. A-8 SYMBOL DESCRIPTION SPRINKLER LEGEND ORIF. E K TEMP. FINISH NO. REO. APPROVAL: CITY OF TUKWILA CONT, NO.: KS2980 DRAWN BY: RYNE FAKKEMA SPRK. ON SHEET: 8 SPRK. ON JOB: 8 DATE: JUNE 24, 2016 �•-s---1 sssi-E Rsiw ill-as--w-- E WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS, Richard J. Stewart • • 3636-1100-C Level3 Western States Fire Protection Company WESTESF136QF 06/24/2016 Expires lig I Signator pate 12/31/16 SCOPE OF WORK 1. ADD AND RELOCATE WAREHOUSE UPRIGHT FIRE SPRINKLERS TO ACCOMMODATE NEW TENANT FINISH WALL LAYOUT IN BLOWER ROOM. DESIGN CRITERIA THROUGHOUT: PER NFPA#13 (2013 EDITION) HAZARD: ORDINARY MATERIAL NOTES 1. ALL NEW PIPE TO BE BLACK SCHEDULE 40. 2. ALL NEW FITTINGS TO BE BLACK DUCTILE IRON. 3. ALL NEW HANGERS TO BE SAMMY SIDEWINDER UNLESS NOTED OTHERWISE. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE UL/FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7, OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. OWNER IS RESPONSIBLE FOR ALL APPROPRIATE MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM. 10. ALL WIRING OF ELECTRICAL COMPONENTS TO BE DONE BY OTHERS. 11. PAINTING OF PIPE, PREPARATION OR PROTECTION OF PIPE FOR PAINTING SHALL BE PROVIDED BY OTHERS AND IS NOT PART OF THIS CONTRACT. 12. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY CENTRAL STATION AND IS NOT PART OF THIS CONTRACT. 13. EXISTING PIPING SHOWN AS DASHED. HANGER NO. 15W SIDE SAMMY SCREW SAMMY SIDEWINDER ---'. SWG 20 WOODEN MEMEBER HANGER RING \-3/8" A.T.R. PIPE 1111111111111111111 MMMMMM Western States Fire Protection Company 14690 NE 95th ST, UNIT 101 - REDMOND, WA 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE/AUSTIN! DALLAS/ DECATUR !DENVER I DULUTH/HOUSTON/KANSAS CITY LAS VEGAS I MINNEAPOLIS (PHOENIX/PORTLAND/RAPID CITY /ST .PAUL /SALT LAKE CITY /SEATTLE Phone:425-881-0100 Fax: 425-881-3030 ACCEPTED ❑ Without Comments ❑ As Noted in Re Per The Attached Letter These plans have been reviewed by The Tukw!la Fire r + .<art oii Bureau for conformance :tn, ,, - -,tty Ards. Acceptance is ruble r o 4r d c l;s'ons which ad not a,,Jti varus and ordinances. T o rr T t ; o eauacv of design r.,sr t ; ; f...- n= d tIOilS, C thisu eV/jl}4Oidtr a �s4 r>4' 3/`_a resubmitta of y Fiv s ,,-.' . i � , P �,. approval. Final acceptance is suo1e t to fled tea: a'` The Tukwila Fire Preve , o . ,,.. Date: -/ 6v: u e ion by TUKWILA FIRE DEPARTMENT Piss= call 206-575-4407 and give this Fire Permit No. and exact add,ress ibr shut- down hutdown or restoration approval. PAID JUN 27 2016 TUKWILA FIRE Ce_ HARTUNG GLASS 17750 WEST VALLEY HWY TUKWILA, WA 98188 FIRE SPRINKLER PLAN 17750 W VALLEY HWY 16-S-144 w z 0 ARCHITECT: w w z 0 z w SHEET FP -1 OF 1 CONTRACTO EX /. TING tJ, PL J pok 4 - kJ 4: KANT i •1 1 1: LOW I 'ILLS No 08 TP, UCTioM Ti /-: T/t/a 1 UPt`'!G_ //7 SP %!/K: E4S TYf/CAL- Ne Net,/ Rec .. t -D Pt 111)&v off Ex/STirvG / PZ.,Ya' W offiCE W/77/ D/ cJPPED CEI1..//6 Fl RS T FLOOR of19CE EAK L I 1 iLD 1 Weil' ()yrs iD& k/f1LC Of — O -1 32.-6 NI 1 SEO z. 3-C 14 2-0 $NMft/A/ Exis7%NG t-7: N 1-0 NI 1.0 1 N1 TYp/c,i UPRIGWT OW, A sP,/:- w/" fL(J4- 1? kJV • rY17rc.4L Ct//MNEY FLUE St9i1C6 SECOND . fL O, 14EZZ C IMAIE Y FLUES NOTES I. /30 SQ FT , t4 k' Sf 4CII✓C- Z. 40K0/47.4XY }///Z4 ',U f/f •i " T6 et ?7/X6 -4,P.4, LE 4/4-#r -W/9Z‘P/PE :- 1,-2" TQ 8E D Y//A fLO tV L/6 -17'T 140LL P// 5, I�vGT/L E TXO.V ScrfE14%IJ F/7-774/6-J7- G. /TT✓rYGSG. //LL /f/9/1/4eif'S TD 86 NFI>41, r/,3 7. tf.el/Y4T ?S To BZ Ct/eINe; RO O f 8. WE Mlls7 M4/ 5 ,1i'i¢Nc /trY?S %d CET - /NTa 77/6 fri/Y/rYI=f STofE_ To To/r/V Off_ cg 1�/C'i4 /A/ T/r JYf7 1. -f 1 ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acce,)t3nce and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE:L -2 CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. —S/l/ and exact address for shut- down or restoration approval. FILE /L3/ro CCup 4 wt.) C4. Buil. iiv‘ Pe/film- # 8.7Z-0107 NORTH HYDRAULIC INFORMATION GENERAL NOTES HANGER LEGEND SPRINKLER HEAD SYMBOLS ALARM: STATIC P.S.I. FLOWING G.P.M. RESIDUAL P.S.I. THIS SYSTEM DESIGNED TO DELIVER G.P.M. OVER THE HYDRAULIC REMOTE SQ. FT. WHEN SUPPLIED WITH WATER AT THE BASE OF RISER AT A RATE OF G.P.M. AT P.S.I. OUTSIDE HOSE INSIDE HOSE RACK SPRK. THE COMPLETE LINE/ 135682 - 1) INSTALLATION TO CONFORM TO N.F.P.A. # AND 2) ALL MATERIALS NEW AND APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD- ANCE WITH A.W.S. D-10.9. 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY, U.N.O. #1 #2 #3 #4 #5 #6 #7 #8 #9 - EXP. SHELL ROD & RING - C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD & RING - L -ROD & RING - EYEROD & RING - COACH SCREW, ROD & RING - CEIL FLG., ROD & RING - U HOOK O - UPRIGHT ON LINE 0 UPRIGHT ON 1" SPRIG UP ® - PENDENT ON LINE O - PENDENT ON 1" DROP - UPRIGHT & PENDENT DROP - • UPRIGHT SPRIG & PENDENT DROP - SIDEWALL - DRY SIDEWALL - • DRY PENDENT DROP SPRINKLERS ORIF. ASCcA M TEP /¢5 coif f7_ TYPE DEGREE FINISH QTY Piz jZ Ssy7 Still Z/2° DRY S%Z?L Z FC 0 gpASS BRAST Z A A in REVISIONS FA: fnnF^ ! f?!= P lvi / AS i s [ T A A Richt s STovES ¢SPAS PHASE.TL / 773-0 WEST Maar ffGtiy Ti/K I4//Lf TRIANGLE FIRE PROTECTION Pi 17750 W VALLEY HWY #106/#200 92-S-141 TOTAL SPRINKLERS WA. STATE CONT. LIC. NO. SCALE //g "_ / i O CONTRACT WITH: 8/C// STOVES -51945 TR - IA - NF - P2740P BY: Ps DATE: 4. - 6- - 9Z JOB # Pk,- 2 3- 73 / OF / EX 5-r IA 4 12(10-r+t?PIN� L� ,► Y'1 -4E - ►!meg 1 O" U ouBt•E DET. CK. WA.. Asse-W3 Ly 7i f1) IRE HYL RANI )w A'W_ WAN._ it__ _ .111b _ 0._. F a.0 1 _13: re _ Co+JG 13%-o try P) N 1 1O'5PRIttIC. MA14 __- ZONE 4'1' Z SPRrN1C. RISER ZONE sr I u $ Pia i.vr<. 21SER escr-A-IL 6-Rew%/4 E z z. FIRE 2o/ / F/RE ZONE Z P Ra?Dap gutLDt r✓ t4 cru R.1r.tc to W F srrN 4 eii& /1 yoRANr 3 1- F PE tiYbRAI.iT ASSEMBLy.�� PER CITY Or TUKWILA sr -05. LxtSTIN BLb . O't '- Nfin/ f I R F4YI jZ4NT 1N el.tsr. PLOW MR. (^torSHowski) O- W ALL UNDE-RARcU"Th PIPi#tq VAALVES) Ez.T 'tea I3 t�isT,�Lt_�C� r � _IITY OF R.P4-roAl 5TDS- At_L Ttf INS , VALVES t Ez.T. _ 1s To 13e By LE€ END • t tsTlN� UNDEIz41 WAi1 A(Inc nig _ nig - : i0. _ tilt _ - ar. - 9m --- !is - NEw UNr)e-g R.60"tb - P1 P 1 •,r ? ACCEPTED / WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to tiese drawings after this date will voli tni.; a:c�jt-in�a anJ will require a resubrnitt f o; revised drawings. Final acceptance is su 3 jest to fiel 1 - inspection by a rer,reseiliatire of this departr ent DATEepy. F(BY. . _ . . /.2...... /- CITY OF TUKWILA -- 5?5-4407 FILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. FT— /2 - and exact address for shut- down or restoration approval. S PL PiN I S r4 R.EV t St o hi TO PP' e t t`y or REi,ITob3 No. W- i o -i o - Thc..14 ENI CI E> RtNl4 C RF4J INS 1 OF -3 Z -OB t.10.: SO4-54 A l it 0 (e r- 14eSe s v- -i10lc HANGER LEGEND #1. — KWIK BOLT, ROD & RING #2. — BEAM CLAMP, ROD & RING #3. — HILTI STUD, ROD & RING #4. — SIDE BEAM BRACKET, ROD & RING #5. - TJI BRACKET, L -ROD & RING #6. — EYE ROD & RING #7. — COACH SCREW ROD & RING p, #8. - CEILING FLANGE, ROD & RING umsw BRu_ r++o-5000 STANDARD SYMBOLS — POST INDICATOR VALVE T —,KEY GATE VALVE ie.3— FIRE HYDRANT -(1 — WATERFLOW SWITCH - - - 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE amo- NEW UNDERGROUND ____— EXISTING UNDERGROUND STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS — ALARM CHECK VALVE - A - RISER W/ALARM VALVE ® - RISER W/DRY VALVE - SWING CHECK VALVE - O.S.&Y. GATE VALVE - - WATER MOTOR GONG ELECTRIC BELL — FIRE DEPT. CONNECTION Q — UPRIGHT ON Yi" OUTLET ® — PENDENT ON '" OUTLET Ci — UPRIGHT ON 1" STUB -UP 00 — PENDENT ON 1" DROP Qf — UPRIGHT ON 1/2" OUTLET & PENDENT ON 1" DROP — FLUSH ON 1" DROP ® — DRY PENDENT ON 1" DROP O - SIDEWALL ON I/2" OUTLET ALARM SPRINKLERS MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY TYPE DEGREE QTY. 1. r(- rerQG" PHONE CONTRACT WITH - ADDRESS CITY A U BU Rr i , 1,04 . 4 PHONE WATER DEPT. CtTY of RE74r6'.! ADDRESS ARCHITECT ADDRESS TOTAL SPRINKLERS THIS DRAWING CITY PHONE CITY PHONE PROJECT 14A�R�TVN� ADDRESS r—} S =�� I vT AUG j 11°91 CITY - F3 6.1 l ,% p- TITLE: S t r E -FL t L 5 DRAWN: SCALE:A j P.O Box Auburn, a n.r Pacific Fire 17750 W VALLEY HWY 91-S-126 Protection Inc. -un the (206) 622-0484 DATE: Z -Z1- T1 DRAWING NO: k V.-.:zo•VE PeICI PC 14 I S Si LI Itte #17 _4 #I7 fr./ Pet 14* 1%116 24-0 es)( ZI -a 10 -0 c -c c - E 11-V•t" c-cs 3-0 E-cs- c-6" 2-7 61-0. 1-47 G -E 6-c 4.....-••••••••••- c -4 N-4••• 1-81t. 4-7 c -e d -t t1v if lb f4 4.1 4cri& St. , . t _ 1 _ I 1 i t 41.1#: 4E. BRAtt•IcH Li4‘‘ Bcts-0,4 e361- Ft'_)_RLI-1(401-/-1 5 r1-1141 VT) L_, ....________________ ,....__...., ...-ax ,-,.......---...,...,... ..o... Ar ---..-...-.Zuc....- .......- aro- -vt. 4:ribsz -7 tit - R. I 1:145‘E 'a) -4 - ate N rr-- r -76-7 LAW. itt WEE. 11 I — N er? L. %try r. 1 ‘h _ c ›zt-10 r -T -T — re - r'727,771. 4 — — P. I 1 1 it u - pcfret .4444 44.4.11. - fit _ 17c*L Sf 9-2 41 a t\1 eczkt. - PI _ smx cri et" ti‘ -s4 4r A-* se>• t4 8" 0 C- c 1Z- S C -C. c-c- 4.4.4,•••••••• I•• •is. • elIt r:(1 mstj *et, N 9.** ree t : N.1 0 -re: s s asz. A.4Lim Gs 6- 8 -1--c)kir_ -zerrror 4m4 r ,4AtC. rueLt P. -1s Z. Ft A - rJA-Mc,t-t-i_frqcs USrAlti 'I_ LOAJ usc RA -p- 4•260,41) qs--f-tooK. 4!..4 EPA Zst-o"„ )4 4- 1.0414 4 /11 14 44 rgo rb+ Le's_ Fr o poeLlici 5 (Ai 4 St)a,. Exs4r4 8404c.r.a.r1,Tot AND kft-14 5. erozrytqup,vi, ALL, pet•f41,4- tirtiota, lifFA NoT At -t- e.q.-BRAcfra 5t-tew.44 6 -ALL ZaA/e5 cALCuLAT ED e, 14. Rc--P% 1 2ONe- 1 .31/s-‘,oc, *10250 _ I eEmpti., tr4 I 47. t t der.r 2E1 411 '3 IYIJ- t4rA (PAP -11") P- 1 Mgt 'PLINN‘ • _f•tP..E Z4IE HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS #1. - KWIK BOLT, ROD & RING - #2 - BEAM CLAMP, ROD & RING #3. - HILT! STUD, ROD & RING #4 - SIDE BEAM BRACKET, ROD & RING #5. - TJ1 BRACKET, L -ROD & RING #6 EYE ROD & RING #7. - COACH SCREW ROD 6, RING #8. - CEILING FLANGE, ROD & RING BRUNING 40-6000 - s POST INDICATOR VALVE T — KEY GATE VALVE HEN - FIRE HYDRANT - -13 - WATERFLOW SWITCH ae-p - 2 -WAY EARTHQUAKE BRACE 4-- 4 -WAY EARTHQUAKE BRACE =am- NEW UNDERGROUND EXISTING UNDERGROUND — ALARM CHECK VALVE A - RISER W/ALARM VALVE • - RISER W/DRY VALVE Ni- SWING CHECK VALVE LxlI - 0 SAY. GATE VALVE ,KaN WATER MOTOR GONG cia\ - ELECTRIC BELL acti- - FIRE DEPT. CONNECTION SPRINKLER HEAD SYMBOLS ALARM _REVISIONS LOCATE BY GRID COORDINATES O - UPRIGHT ON Ve OUTLET O - PENDENT ON Ye OUTLET_ --UPRIGHT ON V' STUB -UP C) - PENDENT ON 1" DROP _ UPRIGHT ON 1/2" OUTLET & PENDENT ON V' DROP O - FLUSH ON 1" DROP O - DRY PENDENT ON 1" DROP • SIDEWALL ON Ye OUTLET SPRINKLERS AufatClice:ric,A7 At.rromArtt 34ta, Fog ftir Pt DEGREE 286. A FIELD INSPECTION BY rriuKv,it r, CONTRACT WITH cfl)st.1 ADDRESS 4 CITY A ti 13 Riq PHONE PROJECT ----T-Empagl-v - ADDRESS CITY -1)V. t- %VIA -1/441: L-LL1-- H 1 TITLE._ WATER DEPT. CrrY or 1?-19-4-riw ARCHITECT ADDRESS ADDRESS tev v 173111 1Z:91 1 Pacific Fire Protection Inc. DRAWN .B.p. DATE DRAWING NO TOTAL SPRINKLERS THIS DRAWING 380 PHONE PHONE SCALE. 1/4 - Auburn (206) 939-6988 Seattle (206) 622-0484 1- .4- %.1-k. _ A.- • Ns, -=-=„k i 3 • 24'- 7 2f.-7" 1 Lt - 0 N E 6 a N v tv ci P6#r N 1 to -OL n 4 ro I! tri; N o 6-4 40 tir 4 ¢1krg-1 L ..t Al 4' • its ti 4M .1 N c cbv 64 tM 4' iz-mow per#3,141441) ;4i U 11-49� +' 0 24-0 C. A 12 lin " *Its rdo-ia -bry L -G L4" 04, #f Q C • N k{ FLget 41414 tt N� a _fit / 3o* -r e 2¢' v.c, (— 1 N M NIl,v co hu d+4 x� 11 ,tr'`Fn u .r tV,t pc#g- N 44 2! -° _.. J N a-. N • N u • - st, is 5.'11, 12-2- r" 6-72. .1 S_' ar C-) N i a-'134 " 7 a It V (C U —J N a OV' -� c`e tb-J , t � ,d `--\ N N 4 (01 t. 07 "4-'41:1,0 1 t 3 J N U 1,4 et- v 1 -- + FL1 24 1 �� xKv :- N • cO • ti' se 44, e4- oic 1.6 1-4 tcf 143 4.-134 Ser.- silessm" rws "sass tL • irs ti 31 • • et, eti CO t tt ixt-P`9JA k0 2" MAIA1 DRAIN • 0 a" MAIN Ct RA.14 MEZZ Ft -Pt tl.q Ft -Ant titr 7 14 DET oF • ttt 1.4 –4 —19 obucTioN op -rice- 1 10 04 45 T- ocr-7\ 1-.7 1 (..) I • 0 I 41 in dr I 4:14 I A nr-Prinn7 HANGER LEGEND - STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS ALARM MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE #4 — SIDE BEAM BRACKET, ROD & RING — COACH SCREW ROD & RING - #8 — CEILING FLANGE, ROD & RING — POST INDICATOR VALVE T — KEY GATE VALVE Fe3— FIRE HYDRANT -1:1 WATERFLOW SWITCH -0(7- — 2 -WAY EARTHQUAKE BRACE 4, — 4 -WAY EARTHQUAKE BRACE aram— NEW UNDERGROUND - ====— EXISTING UNDERGROUND — ALARM CHECK VALVE A— RISER W/ALARM VALVE — RISER W/DRY VALVE NI— SWING CHECK VALVE 1141 — 0 S &Y GATE VALVE — WATER MOTOR GONG (a\ — ELECTRIC BELL — FIRE DEPT. CONNECTION ORUNiNG 40 5000 • — UPRIGHT ON 1/2" OUTLET • — PENDENT ON Vs" OUTLET PENDENT ON 1" DROP • - DRY PENDENT ON 1" DROP • — SIDEWALL ON 1/2" OUTLET SPRINKLERS TYPE DEGREE QTY CONTRACT WITH 2 ADDRESS CITY WATER DEPT PHONE ARCHITECT ADDRESS ADDRESS TOTAL SPRINKLERS THIS DRAWING CITY CITY PHONE PHONE SCALE TITLE Pacific Fire PO Box 758 Auburn Washington 98071 Protection Inc. Auburn (206) 939-6988 Seattle c206) 622-0484 DATE DRAWING NO 4 '4(0°F 4 f L - -iyi 777 -71 rt. 12g►o-r ?'stiEt - 10" U otJ'SLE DET. CK, VA. { _ Ext5Ti14 1 IRC _ HYDRANT p_IINFL-JOI_1111_,: MIL :OP Ilk D.r. 111/• a 10 SGV C. 8 CKapa - P) 3 . kQ~SpRtNIC. S iAt't ZONE is Z _ SPRIMIC- RMCR- Zo# G t SpILAI : R.ISEFL pi 8,514 W//✓J E i 11 FIRE Zo JE % FIRE ZcwE P R0120SED ZOILDIt c? xis-ri tF'ttze HybRIWT' MPi MOP nc-rvRSN(q - 73, t t1 T-114 eiRE' HYDRANT to"W j- FIRE tWYbRAKIr ASSEMBLY_____� PER cry of TVKWtLR ST'bS. 3 3 '� Nom/ FIRE 11YDRArLT IN EXtsr PLAr4Tttt (,J or sr, ow4) 3 tN I4LI' LJNbER.6 Ra Th PIPtw4 ViAL1/Es, Ez.r 'T o BE 1NST LLEG 4ITY OF Inc oA! STDs. ALL 171P1,4 t'J , VA LVas ELT. Is To Be !NS'f^,1- o'r1-1,e.S. 17x1s-I iNi UNDEQEEZauntt F1 A ntc mit - 5>!t - ar ar _ __r.. _ MI , _ +ilie Nev U 2 RountL Pt P t b4 4 10" ACCEPTED ® WITHOUT COMMENTS [� AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field - inspection by a representative of this department/ DATE 5// c/ BY P5-k/� - CITY OF TUKWILA 575-440/ ILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9/- I2 co and exact address for shut- down or restoration approval. 11-11 S PLAN 15 A V.EV 15toR1 To pp, - T(.4 EPA 1?1 EERIN4 C R/4w IN' 1 0E -31 -roe, No, 504 54- or 4- of RENTUN No. vi -lo -to HANGER LEGEND #1.-- KWIK BOLT, ROD & RING #2. - BEAM CLAMP, ROD & RING #3. — HILTI STUD, ROD & RING — SIDE BEAM BRACKET, ROD & RING #5. — TJI BRACKET, L -ROD & RING #6. — EYE ROD & RING #7, — COACH SCREW ROD & RING E #8. -- CEILING FLANGE, ROD & RING - _ BRUNING 404000 STANDARD SYMBOLS T — POST INDICATOR VALVE — KEY GATE VALVE K3e— FIRE HYDRANT -Q — WATERFLOW SWITCH �j- — 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE =sap— NEW UNDERGROUND =_=_— EXISTING UNDERGROUND STANDARD SYMBOLS Its -- ALARM CHECK VALVE A— RISER W/ALARM VALVE ® — RISER W/DRY VALVE NI — SWING CHECK VALVE O.S &Y. GATE VALVE Cpl— WATER MOTOR GONG %1— ELECTRIC BELL oy► — FIRE DEPT. CONNECTION SPRINKLER HEAD SYMBOLS Q — UPRIGHT ON Ys" OUTLET • — PENDENT ON +/2" OUTLET 0 — UPRIGHT ON 1" STUB -UP 0 — PENDENT ON 1" DROP — UPRIGHT ON Li" OUTLET & PENDENT ON 1" DROP e — FLUSH ON 1" DROP ® — DRY PENDENT ON 11 DROP O — SIDEWALL ON VI" OUTLET ALARM SPRINKLERS TYPE DEGREE OTY MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY 2 Tz/6,01 L s PHONE CONTRACT WITH ADDRESS It 3 CITY A V I.t.) Rni, 1n/14 4 WATER DEPT C rTY ©F REN roA/ ADDRESS PHONE ARCHITECT 1 3 ADDRESS TOTAL SPRINKLERS THIS DRAWING CITY PHONE CITY PHONE i n 11 114rdt PROJECT ADDRESS ar i-} IN `{- V 1`14 1725? tt./E-5i- v 14L-LEy I&NAJAy CITY At (A.) TITLE S fE P44t ?- T TA [ L - S SCALE ado Pacific Fire P 0 Box 758 Auburn Washington 98071 Protection Inc. Aubum Seattle (206) 622-0484 DRAWN & P DATE — t 144'3''' q /se, —31$ . 142.`- 31f! (34'31 4. C h6+ 6 �v N 2 ki- g4.'-t 4 -1E -G — Ff g 0 ot -1 POtei zol --------------------------- (sE. NoTes Dkv44.I.Z)- HANGER LEGEND STANDARD SYMBOLS BEAM CLAMP, ROD & RING #4_ SIDE BEAM BRACKET, ROD & RING #7. 7 COACH SCREW ROD & RING #8:- CEILING FLANGE, ROD & RING BRUNING 40 110013 T _ POST INDICATOR VALVE - WATERFLOW SWITCH "c -p - 2 -WAY EARTHQUAKE BRACE - 4 -WAY EARTHQUAKE BRACE nme- NEW UNDERGROUND ====- EXISTING UNDERGROUND STANDARD SYMBOLS - — ALARM CHECK VALVE - SWING CHECK VALVE - NH — 0 S SLY GATE VALVE - WATER MOTOR GONG fa\ - ELECTRIC BELL - FIRE DEPT CONNECTION SPRINKLER HEAD SYMBOLS • - UPRIGHT ON 1/2" OUTLET ® PENDENT ON 1/2' OUTLET (3 7 PENDENT ON V DROP PENDENT ON 1" DROP - DRY PENDENT ON 1" DROP ✓ SIDEWALL ON 1/2" OUTLET ALARM SPRINKLERS 12,2k 11 - REVISIONS - LOCATE BY GRID COORDINATES DEGREE FIELD INSPECTION BY 2 CONTRACT WITH ADDRESS PHONE PROJECT Rck.) CITY 0-1-Theveht_14 9-72 ARCHITECT DRAWN E DATE n-5-10 ADDRESS ADDRESS Pacific Fire Protection Inc. WING NO TOTAL SPRINKLERS THIS DRAWING PHONE PHONE SCALE ye. P Box 758 Auburn (206) 939-6988 Auburn Washin ton 98071 Seattle 206 622-0484 _7" 4 N • ti 4 4 ..1 N pJ N 1.ti 4' IR -3'e c -L tS r+►. e z4• Q is is r A I 12) ti N Ntl apl AA A t 9-iI'L-- I_ 1-4 C -E E -z 0' r._ 01 V 4' • 4% 7-41 _ 41-'441 c -E '616-7.7, ht .er E 3o"tt W. e ---� 3` 418 12.3iz �-G rzv E•4 N 24`-7" I-6 c -E • re e3o"15bJe Z4" O i n r CCU —0 r -o b c -G • N N ti- ....► /3ooTSW.e N 2¢* 13.c. / t —0 - ',ri i! .s l3o'-rSW. cyJ A Z+" o c11 e r I2' -3'z r- U64s4/' X5-7¢''41 + _IZ-3 " ( -7g4 R2i 4'-734 - 11 1 N N f - HANGER LEGEND _� 4e _(.4J 1'4 1 6--) s � • ro d-�h�'"-;.;\ 4 N V- Zr er '' 1' .6 , _•� A4 N 1 — 63t* Z4 Net V kj11,25 e4- _w L20T.Sw,5 s 4' N 24'7.c e -0 CO -0 —0 3o T S.vJ, e tai CC 0 1 WMER Mo-roR Czo.4c L Q? 0pAe olcc 4 Nri te:f\' a" MAIN _012.1tA,14 EE-o•Ee-ovi mezz. FiPitAq 'c.. R - 4. r. et 0/0 11 t RISE R DETAIL N. -MS . 4. STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS #2.— BEAM CLAMP, ROD & RING #4. — SIDE BEAM BRACKET, ROD & RING #7. COACH SCREW ROD & RING BRUNING 40.5000 — POST INDICATOR VALVE T - KEY GATE VALVE Fee— FIRE HYDRANT — WATERFLOW SWITCH — 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE moico— NEW UNDERGROUND ====— EXISTING UNDERGROUND - ALARM CHECK VALVE — RISER W/DRY VALVE — SWING CHECK VALVE — WATER MOTOR GONG (Alk ELECTRIC BELL FIRE DEPT. CONNECTION • — UPRIGHT ON 1/2" OUTLET e — PENDENT ON 1/2" OUTLET PENDENT ON 1" DROP - DRY PENDENT ON 1" DROP ALARM SPRINKLERS MK DATE BY CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE TYPE DEGREE Wsso 1 CONTRACT WITH Pbra 2 ADDRESS 3 CITY 4 PHONE WATER DEPT. MICHITECT ADDRESS ADDRESS TOTAL SPRINKLERS THIS DRAWING CITY PHONE CITY PHONE PROJECT Filettl:‹c". CITY laikvs./ (Let yi/6 TITLE f';12. SCALE Pacific Fire Auburn Washin ton 98071 Protection Inc. DRAWN 3; R DRAWING NO: Auburn (206) 939-6988 Seattle 206 622-0484 OF