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PP - 17305 SOUTHCENTER PKWY - SOUTHCENTER FIVE RETAIL BUILDING - PERMITS AND PLANS
17305 SOUTHCENTER PKWY ASSOCIATED PERMITS 11-F-018 92-5-037 07-F-210 92-5-035 11-S-016 85174 06-S-220 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: SC -5 Retail 17305 Southcenter Py Permit No.: 07-S-203 Date: August 16, 2007 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 20' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. All references are NFPA 13, 2007 Edition. SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SC -5 RETAIL LA Z BOY JOB NO. TC7029 DATE 8/9/07 ADDRESS 17305 SOUTHCENTER PARKWAY BY NICK GRASSI TUKWILA, WA SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: MERCANTILE HAZARD CLASS PER NFPA 13 : ORDINARY GP. II SPECIFIC RULING: RULING MADE BY: DENSITY: .20 OF GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 250 GPM 0 GPM ADDED AT: NODE 2 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM SPRINKLER MANUFACTURER: VIKING "C" FACTOR UNDERGROUND VARIES SQUARE FEET MODEL: VK532 TEMPERATURE: K -FACTOR: 11.2 ORIFICE SIZE: 140 155°F 11.2K 142 WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 5876 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE 2005 CITY OF TUKWILA WATER MODEL BASE OF RISER DEMAND 560.47 GPM REQUIRED AT 101.15 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 810.47 GPM REQUIRED AT 107.54 PSI AT CONNECTION TO PUBLIC MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY RETAIL ORDINARY HAZARD GP. II DENSITY: HEAD LISTING/1500 SQ FT FILENAME: 7029101 FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 5876.00 GPM CITY PRESSURE AVAILABLE AT 810.5 GPM 136.93 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 78.48 65.00 11.20 49.09 102 78.45 65.00 11.20 49.07 103 67.41 65.00 11.20 36.23 104 65.53 65.00 11.20 34.23 105 65.00 65.00 11.20 33.68 106 70.02 65.00 11.20 39.09 107 68.08 65.00 11.20 36.95 108 67.53 65.00 11.20 36.36 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 2 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 12 TO 106 560.50 GPM 250.00 GPM 810.50 GPM 107.53 PSI 0.00 PSI 17.60 FPS 08-10-2007 PAGE 1 SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY RETAIL ORDINARY HAZARD GP. II DENSITY: HEAD LISTING/1500 SQ FT FILENAME: 7029101 08-10-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 104 105 2.185 L 17.00 C=120 PT 33.68 (105) Q 65.00 F=0 F 0.00 PE 0.00 BN T 17.00 0.0323 PF 0.55 103 104DQ 65.53 2.185 L 17.00 C=120 PT 34.23 (104) Q 130.53 F=0 F 0.00 PE 0.00 BN T 17.00 0.1174 PF 2.00 11 103DQ 67.41 2.185 L 77.42 C=120 PT 36.23 (103) Q 197.94 F=T/2E F 28.00 PE 0.00 BN T 105.42 0.2536 PF 26.73 PT 62.96 ( 11) 107 108 2.185 L 17.00 C=120 PT 36.36 (108) Q 67.53 F=0 F 0.00 PE 0.00 BN T 17.00 0.0347 PF 0.59 106 107DQ 68.08 2.185 L 17.00 C=120 PT 36.95 (107) Q 135.61 F=0 F 0.00 PE 0.00 BN T 17.00 0.1260 PF 2.14 12 106DQ 70.02 2.185 L 73.42 C=120 PT 39.09 (106) Q 205.64 F=T F 14.00 PE 0.00 BN T 87.42 0.2721 PF 23.79 PT 62.88 ( 12) 101 102 4.298 L 17.00 C=120 PT 49.07 (102) Q 78.45 F=0 F 0.00 PE 0.00 BN T 17.00 0.0017 PF 0.03 10 101DQ 78.48 2.185 L 73.42 C=120 PT 49.10 (101) Q 156.93 F=T F 14.00 PE 0.00 BN T 87.42 0.1650 PF 14.42 PT 63.52 ( 10) 11 12 4.298 L 8.00 C=120 PT 62.88 ( 12) Q 205.64 F=0 F 0.00 PE 0.00 FM T 8.00 0.0101 PF 0.08 10 11DQ 197.94 4.298 L 16.00 C=120 PT 62.96 ( 11) Q 403.58 F=0 F 0.00 PE 0.00 FM T 16.00 0.0351 PF 0.56 7 10DQ 156.93 4.298 L 200.00 C=120 PT 63.52 ( 10) Q 560.50 F=4E F 60.00 PE 1.73 FM T 260.00 0.0645 PF 16.77 SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY RETAIL ORDINARY HAZARD GP. II DENSITY: HEAD LISTING/1500 SQ FT FILENAME: 7029101 08-10-2007 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 6 7 4.298 L 11.67 C=120 PT 82.02 ( 7) Q 560.50 F=0 F 0.00 PE 5.06 FR T 11.67 0.0645 PF 0.75 5 6 4.298 L 11.00 C=120 PT 87.83 ( 6) Q 560.50 F=4E,GV F 63.00 PE 0.00 FR T 74.00 0.0645 PF 4.77 4 5 4.000 L 3.50 C=120 PT 92.60 ( 5) Q 560.50 F=DD1 F 0.00 PE 1.52 MA T 3.50 0.0915 PF 0.32 4" 350 ADABGVIC DOUBLE CHECK ASSEMBLY 6.71 2 4 4.095 L 13.00 C=140 PT 101.15 ( 4) Q 560.50 F=2E F 18.00 PE 2.17 UN T 31.00 0.0614 PF 1.90 0 2DQ 250.00 8.265 L 445.00 C=140 PT 105.22 ( 2) Q 810.50 F=2T,GV/GV,E F 135.00 PE 0.00 UN T 580.00 0.0040 PF 2.32 PT 107.54 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. TC7029 SC -5 RETAIL LA Z BOY SYSTEM # 1 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: HEAD LISTING GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 678.60 GPM AT 98.15 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY TC7029 RETAIL DENSITY: HEAD LISTING/ 1500 SQ FT FILENAME: 7029102 SMITH FIRE SYTEMS FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 5876.00 GPM CITY PRESSURE AVAILABLE AT 676.3 GPM 137.80 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 51.99 51.00 11.20 21.55 202 47.80 30.00 11.20 18.21 203 47.96 39.00 11.20 18.33 204 49.07 39.00 11.20 19.20 205 51.00 51.00 11.20 20.74 206 49.16 39.00 11.20 19.27 207 48.08 30.00 11.20 18.43 208 45.86 39.00 11.20 16.77 209 45.82 39.00 11.20 16.74 210 50.89 30.00 11.20 20.64 211 49.06 39.00 11.20 19.19 212 47.99 30.00 11.20 18.36 213 45.90 30.00 11.20 16.80 214 45.77 30.00 11.20 16.70 TOTAL WATER REQUIRED FOR SYSTEM TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 11 TO 25 676.35 GPM 676.35 GPM 103.42 PSI 0.00 PSI 20.53 FPS 08-10-2007 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY TC7029 RETAIL DENSITY: HEAD LISTING/ 1500 SQ FT FILENAME: 7029102 08-10-2007 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 25 205 51.00 22.50 5.0 1.049 DR 0.735 -3.47 37.49 20.74 34 214 45.77 24.57 7.0 1.049 DR 0.602 -3.61 32.09 16.70 33 34 45.77 12.00 0.0 2.185 BN 0.017 0.00 32.29 32.09 33 213 45.90 24.57 7.0 1.049 DR 0.605 -3.61 32.29 16.80 32 33 91.67 12.00 0.0 2.185 BN 0.061 0.00 33.02 32.29 32 212 47.99 22.82 5.0 1.049 DR 0.657 -3.61 33.02 18.36 31 32 139.65 12.00 0.0 2.185 BN 0.133 0.00 34.62 33.02 31 211 49.06 22.82 5.0 1.049 DR 0.684 -3.61 34.62 19.19 30 31 188.71 12.00 0.0 2.185 BN 0.232 0.00 37.41 34.62 30 210 50.89 22.82 5.0 1.049 DR 0.732 -3.62. 37.40 20.64 12 30 239.60 9.50 14.0 2.185 BN 0.361 0.00 45.89 37.40 29 209 45.82 24.50 7.0 1.049 DR 0.603 -3.61 32.13 16.74 28 29 45.82 12.00 0.0 2.185 BN 0.017 0.00 32.33 32.13 28 208 45.86 24.50 7.0 1.049 DR 0.604 -3.47 32.33 16.77 27 28 91.69 12.50 0.0 2.185 BN 0.061 0.00 33.09 32.33 27 207 48.08 22.50 5.0 1.049 DR 0.659 -3.47 33.09 18.43 26 27 139.77 12.00 0.0 2.185 BN 0.133 0.00 34.69 33.09 26 206 49.16 22.50 5.0 1.049 DR 0.687 -3.47 34.70 19.27 25 26 188.94 12.00 0.0 2.185 BN 0.233 0.00 37.49 34.70 11 25 239.94 9.50 14.0 2.185 BN 0.362 0.00 46.00 37.49 24 204 49.07 25.00 7.0 1.049 DR 0.685 -3.25 37.86 19.20 23 24 49.07 10.00 0.0 2.185 BN 0.019 0.00 38.05 37.86 23 203 47.96 28.00 7.0 1.049 DR 0.656 -3.25 38.05 18.33 22 23 97.03 5.71 0.0 2.185 BN 0.068 0.00 38.44 38.05 22 202 47.80 29.00 7.0 1.049 DR 0.652 -3.25 38.44 18.21 21 22 144.83 3.00 0.0 2.185 BN 0.142 0.00 38.87 38.44 21 201 51.99 22.00 5.0 1.049 DR 0.762 -3.25 38.87 21.55 10 21 196.81 17.50 14.0 2.185 BN 0.251 0.00 46.77 38.87 11 12 239.60 8.00 0.0 4.298 FM 0.013 0.00 46.00 45.89 10 11 479.54 16.00 0.0 4.298 FM 0.048 0.00 46.77 46.00 7 10 676.35 200.92 60.0 4.298 FM 0.091 1.52 72.11 46.77 6 7 676.35 11.67 0.0 4.298 FR 0.091 5.06 78.24 72.11 5 6 676.35 11.17 63.0 4.298 FR 0.091 0.00 85.01 78.24 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 SC -5 RETAIL LA Z BOY TC7029 RETAIL DENSITY: HEAD LISTING/ 1500 SQ FT FILENAME: 7029102 08-10-2007 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 4 5 676.35 4.00 0.0 4.000 MA 0.130 1.73 87.26 85.01 4" 350 ADABGVIC DOUBLE CHECK ASSEMBLY 9.49 2 4 676.35 15.00 18.0 4.095 UN 0.087 2.17 101.78 96.74 0 2 676.35 445.00 135.0 8.265 UN 0.003 0.00 103.40 101.78 1 of 2 Tol-Brace Seismic Calculations Project SC -5 RETAIL LA Z BOY Smith Address: f.- Fire Systems 7 TDLco 54th ave. E WA 98424 a brand of N1BCO' NFPA Pamphlet #13 with TIA 02-1 1106 17305 SOUTHCENTER PARKWAY Tacoma, TUKWILA, WA Job # TC7029 Calculations based on 2002 2"(50mm) Schedule 7 Pipe Brace Information Tolco Brace Components Maximum Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.4A Clamp 1745 lbs. (792 Kg.) Fig.980 Universal Swivel 2395 lbs. (1086 Kg.) "Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 8 '- 1 " (2.5m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 825 L/R Value 231 Maximum Horizontal Load 2294 lbs. (1041Kg.) BAR JOIST SWAY BRACE _ ATTACHMENT TOLCO FIG. 980 •Tr UNIVERSAL SWAY BRACE FITTING TYP. STEEL PIPE LATERAL BRACE TOLCO FIG. 4A .i,4 :- --.,,.. PIPE CLAMP FOR' '•'. SWAY BRACING ,Q Fastener Information Fastener Orientation NFPA Type F Type Fig. 825 � 60° Min. From Vertical Detail #2246 Diameter N/A Length N/A Brace Identification on Plans LATERAL EQ BRACE ; Maximum Load 1745 Ibs. (792Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 1"(25mm) Schedule 40 Pipe 272 ft. (82.9m) 279 lbs. (127Kg.) 4"(100mm) Schedule 7 Pipe 40 ft. (12.2m) 217 Ibs. (99Kg.) 2"(50mm) Schedule 7 Pipe 506 ft. (154.2m) 959 lbs. (435Kg.) Percentage added for Fittings and Sprinklers 15 % 218 lbs. (98.99Kg.) Total Adjusted Load of all pipe within Zone of Influence 1673 lbs. (759KgJ {Tol-Brace Version 5.1.48} ToI-Brace Seismic Calculations For SC -5 RETAIL LA Z BOY 17305 SOUTHCENTER PARKWAY Job #TC7029 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener 4 inch Sch. 7 2 inch Sch. 7 1 inch Sch. 40 TOLCO LATERAL EQ BRACE 2 NFPA Type F 40 Ft.(12m) Lateral 1" Sch.40 8.085Ft. (2m) 231 60° N/A In. Fig.825 N/A In. N/A Summary of Pipe within Zone of Influence Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4A Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI STEEL 40 Feet (12m) 506 Feet (154m) 272 Feet (83m) 0.15% 2 of 2 a brand of N I BCO 1673 Ibs.(759Kg.) 2294.25922114345 Ibs.(1041 Kg.) 1745 Ibs.(792Kg.) 1745 Ibs.(792Kg.) 2395 Ibs.(1086Kg.) BAR JOIST* 'The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5 1 visit us at www.tolco.com 1 of 2 Tol-Brace Seismic Calculations Project SC -5 RETAIL LA Z BOY Smith Address: ., Fire Systems TOLCO 54th ave. E WA 98424 a brand of NfBCO NFPA Pamphlet #13 with TIA 02-1 1106 17305 SOUTHCENTER PARKWAY Tacoma, TUKWILA, WA Job # TC7029 Calculations based on 2002 Brace Information Tolco Brace Components Maximum Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs. (513 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) 'Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 8 '- 0 " (2.5m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOL CO FIG 825 UR Value 229 Maximum Horizontal Load 1906 Ibs. (865Kg.) C► BAR JOIST ATASWAYTCHBMRAENTE��!_�!1.- TOL CO FIG 980 !,Q? UNIVERSAL SV\AY ---____ BRACE FITTING :,1 TOLCO FIG 1001 _ FAST CLAMP i Fastener Information Fastener Orientation NFPA Type H , t STEEL PIPE _ LATERAL -- LATERAL BRACE 45° Min. From Vertical Detail #6246 Type Fig.825 Diameter N/A Length NSA Brace Identification on Plans LATERAL EQ BRACE Maximum Load 1425 Ibs. (646Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 4"(100mm) Schedule 7 Pipe - 40 ft. (12.2m) 217 Ibs. (99Kg.) Percentage added for Fittings and Sprinklers 15 % 33 lbs. (14.78Kq.) Total Adjusted Load of all pipe within Zone of Influence 2501bs.(114Kq.) (Tol-Brace Version 5.1.481 ToI-Brace Seismic Calculations For SC -5 RETAIL LA Z BOY 17305 SOUTHCENTER PARKWAY Job #TC7029 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener 2 of 2 TOLCO LATERAL EQ BRACE 3 NFPA Type H 40 Ft.(12m) Lateral 1" Sch.40 8.015Ft. (2m) 229 45° N/A In. Fig.825 N/A In. N/A Summary of Pipe within Zone of Influence 4 inch Sch. 7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1001 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI 40 Feet (12m) 0.15% a brand of N 1 BCO" 250 lbs .(113Kg.) 1906.11801151816 lbs. (865Kg. ) 1425 Ibs.(646Kg.) 1131 Ibs.(513Kg.) 1955 Ibs.(887Kg.) STEEL BAR JOIST* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at www.tolco.com 1 of 2 ToI-Brace Seismic Calculations Project SC -5 RETAIL LA Z BOY Smith Address: Fire Systems rio "CLCCJ 54th ave. E 'r WA 98424 a brand o+ NIBCO' NFPA Pamphlet #13 with TIA 02-1 1106 17305 SOUTHCENTER PARKWAY Tacoma, TUKWILA, WA Job # TC7029 Calculations based on 2002 Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs. (646 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) "Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 8 '- 0 " (2.5m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail :,Li_:: r G iii UR Value 229 Maximum Horizontal Load 1906 Ibs. (865Kg.) Arr.Cr.owrwr 1 4..C.TP A1.. ° rr; i _ PPE Detail #7246 &CE:r-nwiTrr- el ,_,,,_ F; al �,.^ 5'EE. FIFE C:jimp F,'.F-,, �, xTepxt. Fastener Information Fastener Orientation NFPA Type E .'N ,�) `, Type Fig.825 Diameter N/A 45° Min. From Vertical Length NSA Brace Identification on Plans LONGITUDINAL EQ BF- FMaximum MaximumLoad 1425 Ibs. (646Kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 4"(100mm) Schedule 7 Pipe 80 ft. (24.4m) 434 lbs. (198Kg.) Percentage added for Fittings and Sprinklers 15 % 65 lbs. (29.56Kg.) Total Adjusted Load of all pipe within Zone of Influence 500 Ibs.(227Kq.) {Tol-Brace Version 5.1.48} • Tol-Brace Seismic Calculations For SC -5 RETAIL LA Z BOY 17305 SOUTHCENTER PARKWAY Job #TC7029 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener 2 of 2 TOLCO a brand of N'IBCQ' LONGITUDINAL EQ BRACE 4 NFPA Type E 80 Ft.(24m) Longitudinal 1" Sch.40 8.015Ft. (2m) 229 45° N/A In. Fig.825 N/A In. N/A Summary of Pipe within Zone of Influence 4 inch Sch. 7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by NICK GRASSI 80 Feet (24m) 0.15% 500 lbs.(227Kg.) 1906.11801151816 I bs. (865 Kg. ) 1425 Ibs.(646Kg.) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg.) STEEL BAR JOIST* *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at www.tolco.com ITEM # = QUANTITY - DESCRIPTION - 1 ` = -25HDR - RDR'-5O DC -JLINDER MOUNTING RIT - DISTRIBR =-=`_= CONTROLU BEAD CONTROL- HEAD ;--I20`VDC,. - CONTROL` HEADT'. MECiiANICAL _ ..� a x: 'SpB NOZZLES NOZZLES `B -2 -NOZZLES PLENUM NOZZLES CENTERED AT LEND TH&WIDTH ND IN UPPER THIRD OF Pi_ENUM _ IkEMOTEi PULL STATION r 1_43 'FUSIBLE LINK DETECTORS -36Q° . QUARTZOID BOLD LINK- -734-3009! .THERMOSTAT DETECTORS- 450? ;4 CAS- VALVE - MECHANICAL- CAS ECHANICAL- -',4 & AS VALVE - ELECTRIC' RESET RELAY - ELECTRIC r CONTACTORS • RESTRICTOR NOTES • 3+` � � !+. r 3� • -� _' � y _ � .i 3w. -"� a"�` � � -r a .. • � 1 -.C. --1,2,013C- c- Portable _ f ire ,extinguishers to -be- suppi ed `br, owner. ' SYsem=ins.al1ed•as„pe=r=Kidde Marival�_ , 1� ?--50 21: -tr2<`iiz - -8: 6 i' -t--'1,-'=--_--;, -83- =:.-Z-_ ‘--_'3=�`r�- � o ! TNti*`2$-' 4? '. c ares : gb��- }p98 P-q'es' • BURNER GR GROOVED GRILL SHEET=S. R SPADE C, RILL BRNE R y- fir s I'�4 J2 • s _ �-ti� t t,-.# V..... +ti General WesternlConstructxoh- �� . ox' 8834 1-.---f-% 3 , 9 e_att14ir'W;',---,--.98-188::;4,„::*:'' K _.. _ _ f_ y- fir s I'�4 J2 • s _ �-ti� t t,-.# V..... +ti General WesternlConstructxoh- �� . ox' 8834 1-.---f-% 3 , 9 e_att14ir'W;',---,--.98-188::;4,„::*:'' K Tfrtd dravrfngl affix ed hereto t ktee,i it- feviewed anld acre- fed as meeting or exceeding r 1 i u requirefnents of the E City bf Tukwila Fire Dept.1$eu\\of Fire Prevention, Additions or revisions td these drawings after th:ih date sfiVFnot-tre construed as being approve rev' i wed. lL- 21--71-2!. Cil OF TU IL BUREAU FIRE PREVENTION 17. TX -;r n �'- F`- t 1 I } - -tom E t . Cp IL) r -c-3 t'kt4 ct, H* 1 iwe '. i� r3. 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J ` A -A F: Y='i ,._t`.4 -A` B �vc1- a, f^ CJ . )CJQ i }C -..7k �- ? ` r • .,.-rj _( f L�# �(l..i-� --- 4 -i O C-- ' i �r ,-Th - A- 3 �,.`�c,.: r.,; ->~..t . _ `��f _ _ 5 ` �.;': o� st-;F r A- 3 �F itA -4' :. -r A 5=- jl +..'s{ +c%- m.�-Lr v !;_--di '= t`T - ham ROOM F1NISH SCHEDULE NV' ' LWA EILING NO, ROOM NAME + lR.:- HT. :` REMARKS CENTRY c — c' -'t 1a.1- es- " VESTIBULE = c,1.. v...:• c G L::�r->' c L --:c, VESTIBULE . 1\..c- DINING 1,,,'"1/ C. v */. 1,1W. c,• ei-G' aSe-e. c -E rte �. • et - e_=- • #�«:.I �-3 - 1 SEPVICE - • - . v. - -� :: . . w r"a'')C7- Fr F ., . CnYI-' I' C`i , 4 � ,' -"6 c '.r r> -.- BEET .1ie..►'yL. ... ....4 r',1.;_ ¢i -m-..1 tnkv;E"- ±i1=. (.1 W ... Q, 1•• TjrE r2 Li - ,. - OFFICE, _ c -'--- P. • . - -/ # :"� `_'r "7 `•'' `, f 4 - - r? *- i'!#i - (-)..' a - - Y. - - F u (i r t.-, r{ LV7 /4 STORAGE .. -: Ct-., r.•. yr a, -3 _1:/ c - 1+' ?�: F= r-4 t-) - 31t r✓. = �+a F- e ♦ tv. c t ( _ +�. T. I ?-(off -� , - is, :C. .,-ti ?tir:a. F-:3 `1r --„,1-2..42.--.'i ' •t.. �-i4-�,J A UL K. icx .� �,. n . 1 ;--..p., ..;� -s f, -s . .�,r. i' ..,: t '1, ; �-t et - - - - z►) MOP CLOSET .i -,r. � r #-1.�-. pa�-.P --- -; , — i rar at. i, -_:,_ 1. -Ac.) 1:". -c - e�Z COOLER y .ri:-j- r ', 1.. '_f _j _ %�. PJt - � { `. `F. f � :�_ _ ,/,...__.-i ,.._ . ` �; �y ,, Ltk� F-+ h. 1?:��'b .a.i..As.-R - �.� �.: �:,� ty._4vEcs--(7{ 9::Y r--}=- 'a,) y*'; KITCHEN - -`i' '-- r ' ._ r j - A . _ i , � -? .. ...... m t�.. Vii.- J'.-' - - . _. -�,► .N:. is i -`l _ ►= . �. ,c , ... , g..: s --.9t, a4.1-tAas`3- 1� 1, 14.4, i.aL.--r- r �. >:�-�3 �... Cm,Y ;3 /0_,--f. ""4-4,1'-• 2k ` ticxiv.. L....`> ti -l+. ,.. t•. -. ac 7 E FI d i .... ft{� DISHWASHER _ -? : ;--f'1. .=• .CD i Trip, =,- i -7- _ d 0,.c). - ' - - d � .- .�_ �.� �,� --_ EMPL LOCKER = ROOM _ , L -- �- - } 7 r ,_>> }_- t f STORAGE ABOVE -7-e--- � � Q1.- *-Y - 3 Cl MEN'S EMPL._ REST ROOM - - - # ,C) [?" } r, a -- - r'_ CJS �= rI i� �, !?) G1r'� -: r- :T �Y ft C.J f r- 1:= -aa_ .• =- t- * a -.Q • 4 ' -� t h.#. _ � ` .. - ' II1 # 1 e' r";":71. '{..fes ` 4, r:s -. t , , 44 0 WOKE ' S - EMP L. Rooms aw �,-, ••,,I.: t''0,_, -.„---(p.-. Eti:aE; -r?.{, r3 F:.- , ?+.rz1 F'i ; r .Y -p S±cac • - u V�-= L ErREST 41r. _ -.c-.-+- r �_ C."r - .-_ G' h f '`�'+ C('''T •i':- `Y 1 - {�.• v 1' kcal ?_•t�'bt7t+.�- Wit- i '-'.! '. ..} _ tC:t -.: t. 4 CORRIDOR 1:7:L.rifjjtri.....lr;.j. �..� . 1 �' Ftif3` _y- _ - r= _` .'lv i - j .. -v.:-�. _._ `-"!�:' 1 -mss, a'C' ie'.'S. - * i�,ac- "ti.'- `��:.C�' "' - C�+.I � `fa`i`t`r-I . *k� ;# 't =MECHANICAL a 0, -, {. `., P cYr.). rz6;�._cif,,I *4= r f"i .4.1ROOM -` i .- r;f: C �-, r2 tC� .t► _,t) ts-�'t ►--- €iSTORAGE . tp n _, - =, # ‹.%-4-1. ay.:. -.;en, • �r2t> '~yam ', `!" — -;- ,jam P ->►(:- sI. , DOOR & VV1NDOW . S -HEDULE. NO. DTH HT.1111111:1 A -2W '1, A- 11,1?ANI 1 1 - : - !`REMARKS =" t>tir n 11_4.Iit1�E � Di M. NO. 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Ni ' 1 I ►: s r!s '' i,y-i 4 'if']f-1 ¢_ ll,l {,..-ca Y �. �, { •. r,i} - !•'i -3. - j 1-•y �. ..- .'... _ .�O ice.'-.e.�r--.' - �t; t c' fes•%`-«._ ^. .#.�- g yc.'•.` -( '' 2:-(e.'' t ,}lI'../:? :y YJt --_ .L.,: - f.,_ (-5. !?• 4 - •i 'J4 -H HP- i! +•'-(: f.A - .13 .in- Lt 1Z(L4 Ff it-A—�'F16V,rtt-7 •L. -f • .-6.s. /&- Eoi -ft'-.A1 - 7 4• .i t-1 E2 - t']- {iz' 4 - -a . ` 1-i Mi s !4n `(.-.d}- &-& .1 4.4 LC/ F _ _ P--- j- - i, . lw.a•f. - H.M -- i}ley 1 L. lrl---01-- :'! foil sill 116 .m of -tom` i j#�, NG f -a- ! r3- is i g ' - C.1. i __ec t,1 1 _c... -71 -C.,1 j s Vit,,/ LJ C7 - ra, .!" ,Eil t, 11 ''"S3.tS ft -'".1:' C-4-1 0- C4.5- r aj - 5ira, �"!.:: ' -- - `(*VITHC. V. " !'). ` , tom > t ,"bli, ID NMI ,#.{ ! iliai' ^ _}yy1 ` M=t.f -yl ss. tY$�+y+� ' 10 A. ?w L 4Ts N( N r 9 -[ w - o.K+.•.+ Olaf Clafta. w 1,c"' ., .:r,t....; r ' _ 04 . _ i _ t i r i • - ' - - • V-- .`.4 .- #- _ �5., t , r- 4 --t- ti �iyyL�+l�'A.• _ a6a-. -+�'� - 'rt,y/. ..w +a�.i.i�., f. ¢k,' _ >. 1 a. yoh,i �I. - `-' e S F +.. • 1r_ - - ,'' _ 34 `T!1'. L.f' 3f 3T .$-ek�iS4 • — ,-a► aro ..�.i-i...... ;_ ': r ! -:.Y.�T£'..`'K7k' i? p pt - .- -i _ _ f.__ - 2 _ $. $p } ,sy t. .. .. aaa ay¢ -. M.: i- -4. - DRAWN -CHECKED' ar IIVEZI • • 45,1t.Th 4744,- `I • ACCEPTED WITI'IOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptor_:"3 and will require a resubmittal of revised drarinzs. Final acceptance is subject b field. inspection by a re esentaii-ve of this tie rt ent \.-" Q; rt of T:LJtCC I'L 575/ i4 � Cqa oto Y4 is 1 TUKWILI FIRE DEPARTMENT Please calla 575.4407 and give this job No: 8S Yid - and exact address for shut= down or restoration approval: • • I! I ! •IZept5iiit.0 -1L • • ® ChLrY\ (9°4 o ldd� o24�-U R Ad�P�ce � �� � _ - -- - ©. K4 -toP �'+� dd.t_) -400E`EuDG-Lu stAk.A\O r • - r- • sem= ► 4,12- ritP4re,14 ► I 1,440:20 Goi•ttMN7 T�-T - -4 gzL,14 P ( P P ao.S • 11 fir' epithr <t�(l0.)lwR 406� L4 Q(cr'e eePlA;Pe.0 1 -.ca,At hi, NI ANSUL R•1011R•102 FIRE SUPPRESSION SYSTEMS INSTALLATION DESIGN SHEET • DATE CUSTOMER AUTHORIZED ANSUL DISTfIBUTOR 7' sly tri t,,9 -s NAME NAME 73 oS 5, G� ekril: A(.� ��,P�.C_ .�L 9/7 -5- /41v 6. STREFciewitLig 64./4 .STREET CITY, STATER ZIP CI Y STATER ZIPS k� O & I=- FIIri.'I /t /so FILL IN ALL APPROPRIATE DATA BELOW AND CAREFULLY SKETCH HAZARD LAYOUT ON INSIDE far P- /A14. SYSTEM Model(s) and serial numbers 'AN/4X Q /QZQ J2, ,6 79►,vr. L//.4'/? i, Location ter -7— /T a:3s /1/ .4e/7—CAE"' ,$' -#. Number of nozzles and Part No % F-4 ?1freD Number of detector(s) and degree rating . o 360419° r--64 4*-$ L 5 Energy shut-off devices — type and slze rE4 '.' %"rLA41V/ed>L. 60-5 :/4-1-1/5. . 4c04 97-9 L 9Z7 LocationV� Al(j/ND MaSia Other accessory equipment provided (pull station, electric switches, etc.) and location 6 dA/ Gam -TW APAP e r F'ES5 firMere RILL COOKING/VENTILATING EQUIPMENT Number of duct(s) and slze Z Zo"1[ ZO'' Hood size and plenum size /E4 2 Maximum temperature determined at detector location(s) A/��i Cooking Appliances and size of cooking surface. (NOTE: List appliances from left 10 right and Indicate those being protected.) 1. /60 ZfdleAf S RAi(<6ers 4. Zee a*fS /4 T iS 4/65Q, 2 3eA 40/v60.143 --/reiC5 5. 75" &if-604-timAir?O/G ,. 3. /e4-/o'/'/e`/og f/ -i- 6. COMMENTS , �,v57 i 7-Z> eeseptvk/�r� f: J?,�/. 4f4 96 0- "el -7d, B/L' Mi — GOL,,1sti/o :5T.17A •S --S. /' Yee./ /97107 7-704/5 f', Urhet e6 6S/r-1. 1 C NJ's e-5' 722-loJB_9 fele 6iZte. ere �iedli We 4p 1 Q// Trcp t ,471 ., I ., i . , , f1i... ❑ I �'I T t IOUT C:;"'.. "_0�TS. 1; A, T.',;; ,'�D LETTER 41 h - I, L :. ;3 Or r- 1. r .q, . ,.J.-, been r Df °All 477/3 ............... CI i „-A -3 �� iGG) tel e7t 6 .44 vile' 1S2 -r ti TUKWILA FR= )EPARTM:N► PIeose cal: J73.4407 and ;ivy d • job Cvo._JZ 0/37 c.IIG t_„ a.af or l - (low n or resi:or:,cion � -1 le / )c-,4114 »1 / — A,i / ,. s 71---e c444,‘-%1 44.e7` c% �i /S x,, /46: �� T A42 L,;/ leo .s -. r. 171 yJ+ v cw vl 7 VV RGa S / -ii-+C/.2 - '7 3 c S s . ?Az& KW/LLQ, /,_/4- - AZOM: ?X/GT ZO"K2o~ T� l�J A imensisi====i ti.4 X/MC/A! " 0 - 0 Tacoma (206) 922-6897 Seattle (206) 838-3480 Wa- 1-800-422-7702 7 7 7 7 7 M.4X/M!!/`!_ —ArZZL - /bar 4p 0 0 0 0 0 0 0 2 0 0 0 0 0_ D i‹..04%./.04./T" Fr+2D1LEtC. 1 -800 -288 -FIRE (3473) FAX (206) 922-2732 FIRE AND SAFETY'EQUIPMENT CC., INC. 14)17 54th Avenue E 1‘1,� yG•sr= Tacoma, Wa. 98424 Zip' Lv A/O Z 7 7 R,o.a I A►.tr* 1:�-1ArZQR�{I.L�R .&.ff/G ..ft/17J 1f44 / h//Tfic%L. 79 Z�r v 3C-' 'T._ '7Pzr291 Z"�IEG�•fst/!_,.fo ef3•K•s" //A¢t1/ - SSjo/O fPwAce.Gy 1=1.Lt_Eiz � k I(GRYE-2 /Lr I I /L~11 IJ n/0 G Pr/GT PZor 6 jZb✓aE i v��-�77o-A-/ .c4"77 -1-2c- S4-927 12r,OxioT. 5 37 fs53F 9 herL�iz r/earETe"/ lvnzzl.�s S(o43o /a RA"P// "/T 5RD/(�1c770../ 5�93D Yr'Sr/ y C/sTlo-1 iL f1�/Z�fIL��/8! T�`rliL'-�o Z1•E9�/ L%�[//D DR.s+.��/ BY= AexpG0 4L 2-"7%4L---ze) LQ.A7-e-- add : a0/ S-TierriOQ L ACEiJO7 -1--40:1111(arffp. -1.11Cris, -iv • D L17 ?e.R___1-4QZi 1<A_L3 L S 57 Liey' 616,417— t2 .• 4/5"?.?E S t•Acy7-7.-L—a•S .5-051 w‘Aq ki Rc:+4A 5 RESTAL) RA-1Zr- V Lk . Y cv04 0 FDC W/ STORTZ BY OTHERS - r SFS START POINT SEE RISER DETAIL t THIS SHEET O 8' D. ELECTRIC BELL BY OTHERS LA -Z -BOY PARCEL #: 262304-9024 OCCUPANCY: M CONSTRUCTION TYPE: VB 25,814 SQ FT FFE: 27' 8' DI CL 52 8' DI CL 52 8' D.I. WATER SUPPLY INFORMATION STATIC PRESSURE: RESIDUAL PRESSURE: FLOW: DATE OF TEST: TEST LOCATION SOURCE: 3T-0' 140 PSI 20 PSI 5876 GPM 2005 SITE PLAN 0 10 20 30 40 50 SCALE 1"=20 WATER MODEL �v T IOW tZi25. Oi V1he`�O[ Petso�tr trav CFVY OF TUKWILA V% 012 i \T�UtO q�e• \• . ,,S�\i') t�5 Wh\C �tt1 bo$ �:�S` CCS 2.nS U�Cn 2) LO QOc �hgi p�� Dort Gt .tn zt,q ' Te°oec,� o co's �tt� �3t\� t17s1 ;Gt` \� Nii};iy•�t\S S\C 42-4' 0 42-5' I I I I I D SITE PLAN SYMBOLS EMI NEW UNDERGROUND BY OTHERS EXISTING UNDERGROUND ---- PROPERTY LINE STREET CENTERLINE ▪ EXISTING HYDRANT NEW FIRE DEPARTMENT CONNECTION pQ EXISTING VALVE H NEW VALVE 0 44'-0' 12 5/18r CMU WALL 12 3!4r PVC ROOF OVER PLYWOOD OVER RIGID INSULATION OVER METAL DECK STEEL COLUMN STEEL BAR JOIST SLAB ON GRADE 5/16[12 12 3/8 0 5'-8.5" E;•O 32-8.5' 5' STS RTZ CONNECT)O BY OT ERS FLANGE LOCATION PLAN 0 2 4 D S S ART POINT SCALE 12'=1'-0" I O 1 AFF RED 4 11 (1-9) - RED(2.# 5 F �) RED 11 GRED 1- 4 41) 1' FLANGE X(GRV D 9/ ADAPTORS `` 1TOL Tal PIPE BALL VALVE STAND <1 RED TURN DDCVAQ 45° RISER DETAIL FACING WEST 2 4 SCALE 12'=1'-0" 1. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 2. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE. 3. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. TO PREVENT FREEZING RISER EQUIPMENT LIST CMU WALL N BUILDING SECTION A MS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS b SYMBOL LEGEND ITEM 0 0 QTY. 1 1 1 1 1 1 1 1 SIZE DESCRIPTION 4' EXISTING BACKFLOW TO BE REUSED 4" NRS GATE VALVE N/A WALL POST INDICATOR N/A TAMPER SWITCH 4" WATER FLOW SWITCH 2" TEST AND MAIN DRAIN 1/4' WATER PRESSURE GAUGE 6 HEAD SPARE HEAD CABINET CONTAINING THE FOLLOWING: MANUFACTURER MODEL # KENNEDY KENNEDY POTTER ELECTRIC POTTER ELECTRIC AGF ASHCROFT SPARE SPRINKLERS MANUFACTURER TYPE MODEL VIKING EC/SSU VK532 BRZ 11.2K 3/4 155 2 VIKING EC/SSP VK534 BRZ 11.2K 3/4 155 4 SPARE WRENCHES MANUFACTURER MODEL QUANTITY VIKING 05118CW/B FILE CO'Y REVISIONS SYM MANUFACTURER TYPE MODEL,µB, B,=, TOTAL THIS SHEET AFF ABOVE FINISHED F OMI BOB ' BOTTOM OF BEAM BOD BOTTOM OF DEO( BOI BOTTOM OF JOST BOP BOTTOM OF R151,1 BOT BOTTOM OF TRUSS 50 ROW OFOW NAS ONO CUT TO SUR FELD (MOT 1N5DE FACE DF WALL OUTSOE FACE OF WALL NO AUTO. spariems 091. muss NOTED OTLERWSE �F- CENTERLINE OF PIPE TO REFERENIED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION .2c_,6-o�z_/ CONTRACT WITH 8701 PCVS-2 VSR-F 1000 1005P XUL GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 013 BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNALEND DIAMETER PREP TYPES ALLOWED W'oB+T OF WATERWATER/PPEI CAPACITY. BALLLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED. CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.92 0.078 1 1/2 7 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 2 7 0.095 2.185 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.94 0.198 21/2 7 0.088 2.703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.10 0.298 3 7 0.093 3.314 ROLL GROOVED, PLAIN END (FGR BUTT WELDING) 7.18 0.448 4 7 0.101 4.298 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 11.03 0.758 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 .. 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 .. 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (11 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYTEMS (SFS) WILL PROVIDE (1) WET PIPE SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING. SFS WILL BEGIN WORK INSIDE THE RISER ROOM AT THE 4" FLANGE FOR THE SYSTEM SUPPLY. ALL WORK WILL BE PER NFPA #13 (3882)•AND THE CITY OF TUKWILA. 2.007 CLARIFICATIONS 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM OF 40° F. TO PREVENT FREEZING EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING AND MONITORING. 4. ALL UNDERGROUND WORK. 5. EXTERIOR CANOPY PROTECTION DESIGN CRITERIA MERCANTILE : ORDINARY HAZARD GP.2 DESIGN DENSITY: 0.20 GPM/SQ. FT. OVER 1500 SQ. FT. PER NFPA 13-,2882'EDITION AND THE CITY OF TUKWILA )t007 WET AREA DESCRIPTION MERCANTILE TOTAL: SYSTEM NO. 1 AREA SQ. FOOTAGE 25,814 _ 25,814 NUMBER OF SPRINKLERS 142 142 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: HEAD USTING / 1500 SQUARE FEET DEMAND AT BASE OF RISER 560.47 GPM AT 101.15 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CONNECTION TO PUBUC MAIN 810.47 GPM AT 107.54 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) yonownserawassamerionstroveseasemmermassgasamensafmriarehressassamesimmastarmartaessnuesoamommaral )11 ►e CCEPTE 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 I.Ibject to errors and omissions -which do not authorize violations of adopted :standards and of <ilnanc.ea. The responsibility for the 'adequacy of design r?,st s totally with the designer. ,Additions, d(iletions cr revisions to these drawings atter this date will void this, acceptance and will require a 1 resubmittal of revised drawings for subsequent iapproval. Final -acceptance is subject to faid test and inspection by The Tukwila Fire Prevention Bure au. Date: X`)-)--07 By: `S / I DECKER DEVELOPMENT & CONST. 117 EAST LOUISA ST. #230 SEATTLE, WA 98102 PROJECT MANAGER: BRAD DECKER PHONE : 206.545.4964 FAX : 206.545.4952 SUPERINTENDENT: MIKE SHEPARD PHONE : 206.228.7316 FAX: s515a214n ,.•gams., -+-..-,V tsoa,.aasex- z 0 w w O 0 LTJ -2 0 0 rtIKWILA FIRE DEPARTMENT{ Please call: 575-4401 1 and give this job g No.O7-s� �O3 and exact address for shuti clown or restoration approval FOC* 4t ,c 3I: LIS 11gs6,r4 Sra►dL .(J 4.I, 30°da�tiwbv� btu q„0 A S..Iotk,a5 khox S4or'L (oke. Cirovusol Fp[. ct l (ovi t.e4lt cit Sp4CtS - Gun, 11 u.r“. Ai NA 01,31"44,4 -or, 4-40c S. CERTIFICATE OF COMPETENCY STAMP PAI AUG 2 0 2007 Tukwila Fire 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 826-1800 FAX: ( 253) 926- 2350 SC -5 RETAIL LA Z BOY 17305 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. NICK G 8.13.07 1 OF 2 TC7029 0'-7.5' 45'-0' 34'41' o Q 11'-0' 45'-0' 42-0' 0 11'-0" '-6' 4'-2' 25'-9.25' C- J e 'O Eoq Imo^ ll 1140 96.'4 -- I I - - I j -I - Y 1 W24x55 I-- __.T-_. x .. 14" j 2'I ___ 25I52i 'I �, _ -21,.1 _ 1 n: 2-35 6- 11-4.5 . 1-10 10-2 14-0 C- / 0 \;J 10 2-4.5\ 2 9' 2' MOI v 1-10 10-2 o' N11.(K•G1 '112 5-1 '' 1q-0 I vL Pkv'11 j1 (i I1 L- PO 0'911, RETAIL SPACE 4,45401 7N 11.P CA 12-5 1 I 9-10 7-2 N.A.S. 4-10 9-2 N.AS. N.A.S. N.A.S. SPRINKLERS ARE PERMITTED TO BE OMITTED WHERE THE CANOPY OR ROOF IS OF NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE CONSTRUCTION. PER NFPA #13 (2002 ED.) SECTION 8.14.7.2 EXCEPTION 1. SPRINKLER PLAN D 16 SCALE 1/8'=1'-0' AUXILUARY MOST DEM ING AREA: SYS# 1 DENSITY: USTING GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 678. GPM AT 95.15 PSI (INCLUDING 0 GPM FOR INS E HOSE STREAMS) N.A.S. NA.S. N.A.S. l HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSFVY: LISTING GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 560,47 GPM AT101.15 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) Ihs'►11 hecgL. h1 'Cti-%PIN 4.t- FITTER/LISTER NOTES 1. ALL SPRINKLER BRANCHLINES TO BE 35' BOD UNO. 2. TYPICAL BRANCHLINE HANGER TO BE 5TB UNO. 3. ALL SPRINKLER MAIN TO BE 35" BOD UNO. 4. TYPICAL MAIN HANGER TO BE 33TB UNO. CMU BLOCK WALL \ (2) TOLCO FIG 980 SWIVEL END ( 2 ) TOLCO FIG. 1001 (2)12' x 5' HILTI KWIK BOLT (3 3/4' MINIMUM EMBED) (2) 1' x (3.8) SCH 40 BRACE PIPE (2)1' MIN EXCESS PIPE 4 -WAY EQ BRACE TOLCO FIG. 825 BAR JOIST ATTACHMENT 1 (8-0) SCH 40 BRACE PIPE TOP CHORD OF 8AR JOIST FIG.980 END 45° - 59° FROM VERTICAL TOLCO FIG. 1001 — 2' MIN. EXCESS PIPE THROUGH CLAMP LATERAL EQ BRACE '3' TOP CHORD OF BAR JOIST 8' RETAINER STRAP rrrr r NAV, GRINNELL RG. 92 3/8' BEAM CLAMP -- 3/8' ATR HANGER RING HANGER TB GRINNELL FIG. 92 3/8' BEAM CLAMP 3/8' ATR HANGER RING Min HANGER TB3 BRANCHUNE —.- PER PLAN 1' COUPLING 36" FLEX DROP U.N.O. DETAIL A ,-TOLCO FIG.980 SWIVEL END TOP CHORD OF BAR JOIS#` 60° - 90 TOLCO FIG. 825 BAR JOIST ATTACHMENT 1 (8-0) SCH 40 BRACE PIPE TOLCO FIG. 980 SWIVEL END TOLCO FIG. 4/4A PIPE CLAMP LATERAL EQ BRACE '2' TOP CHORD OF BAR JOIST ,e--TOLCO FIG. 980 SWIVEL END TOLCO FIG. 825 BAR JOIST ATTACHMENT 1" ( 8-0) SCH 40 BRACE PIPE TOLCO FIG. 4L PIPE CLAMP 45° - 69° FROM VERTICAL LONGITUDINAL EQ BRACE '4' BOTTOM CHORD /- OF BAR JOIST 8' RETAINER STRAP GRINNELL RG. 92 3/8' BEAM CLAMP 3/8' ATR -HANGER RING HANGER TB2 r METAL DECK (2)1'x1/4"--/ "-TOLCO FIG. 78 TEK SCREW 3/8" CEILING PLATE 3/8" ATR ---HANGER RING HANGER CF tom, Inc, BRANCHUNE —0 - PER PLAN 1' COUPUNG INSTITUTIONAL 36' FLEX DROP DETAIL B c z EE 0 0 W U 0 w CC O CD 0 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL Imp ouvornr VIKING VK534 EC/SSP VK534 CHROME CHROME 11.2K 3/4' 155° 110 VIKING VK632 EC/SSU VK532 BRNZ 11.2K 3/4' 155° 27 • RELIABLE R5314 DRY PEN F3 CHROME CHROME 1/2' 155° 3 RELIABLE RI725 SSU F1 BRONZE 1/2' U2' 155° VIKING VK534 EC/SSP VK534 CHROME CHROME 11.2K 3/4' 200° TOTAL THIS SHEET 142 AFF 606 60D 0J BOP BOT CTS FO IFON OFMY NAS LINO ABOVE FMSHEC FIOQT 001100 OF SEMI BOTTOM OF DEO( BOTTOM OF JOST BOTTOM OF PLAIN BOTTOM OF TRUSS COT TO SUR FELD aces MICE FACE OF WAIL OUTSIZE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTNEFL'SE BOD 0 III -fl- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH DECKER DEVELOPMENT & 117 EAST LOUISA ST. #230 SEATTLE, WA 98102 PROJECT MANAGER: BRAD DECKER PHONE : 206.545.4964 FAX : 206.545.4952 SUPERINTENDENT : MIKE SHEPARD PHONE : 206.228.7316 FAX: 6 Get CONST. `Nbs :11 1 3U3 -U L :. U4 L � ► 5aro ode Og IB t I00, DJ LOO SpT10^ t'b fhrQugh p0c00 CERTIFICATE OF COMPETENCY STAMP KEY PLAN sriek SMITH FIRE SYSTEMS, INC. 1106 5410 AVE EAT TACOMA, WA 9842S CONTH. REG. NO. SMFFHFS1360T4 Bus: ( 253) 926-1800 FAX: ( 253) 926-2350 SC -5 RETAIL LA Z BOY 17305 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. NICK G 8.13.07 2 OF 2 TC7029 \llvevILA FIRE DEPARTMENi P1040 call: 575.4407 . and give this job No. Ot 9-9-0 and exact address top shit dQvsin or rosteralion approval FIL 1 3X1 iro A p OCT 2,6 2006 3,, $ 1130 5' So 14704 CV- PKIAN KNIGHT FIRE PROTECTION 9702 LATHROP INDUSTRIAL DR. Silj OLYMPIA, WA 98512-9188 (360) 786-8606 LICENSE NO. ICNIGHFP044LK 14i ‘.1 L& a ti,.. t f k - Without Comments r 0 As Noted In Red , t O Per The Attached Letter r These plans•hve been reviewed by The Tukwila. Fire i, Prevention Biireau for conforrn7nce with current city standards. Acc.;eptarice is t ut-.1z:t to errors and omons which do not authorize violations of acior,t. r 1 tstamIrds and aroma, i ....-..-. Thc, responsibiliiy ter the i ti adequacy oi clnsign rests totally with the cit.,..,s;i...)- ner. Additions, deletions or revisions ko thesb drurAltrigs arie.i this date \AI vo. Web ab...,,..p.,....iich,- and wil, rt.:qi.i,, k reSUbrilittal of revised drawings forsubsequi.,,nt approval. t Fine acPflCe is Slibiect to field test and inspection by .i. 'The Tukwila Fire Prevention Bureau. i t Date: // !_By Aft_14. -. ft GOLF SWING REVIEW AREA OPEN TO STRUCTURE.. EXISTINGBATHROOM -' NEW FITTING ROOM —n II II II II II II BUILDING SECTION 'A/1' RETAIL FLOOR C.H. - 10,0' SFS START POINT AT EXISTING 1.90° ELL POINTING DOWN W/ PLUGGED OUTLET PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG S NEW STRAP TEE PRO GOLF DISCOUNT EXISTING BRANCHUNE— SPRINKLER PLAN 0 4 8 SCALE 1/4•=1'-0' WALL LEGEND C 7 NEW 8'-0" HIGH PONY WALL EXISTING WALL FLEX LEGEND NTS TUtM A FIRE DEPART MENi Please call: 575-4407 and give this job No. /1— S— of (o and exact address for shut■ or restc,rAtiff r.,rro,,PII NEW 1" DROP PER PLAN NEW 1' ELBOW EXISTING 1" PIPE eedIL ._._ { J 1A1�iW L15 '- 1" Without Comments • As Noted in Red O 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 aut!-orize violations of adopted standards and ordinances. The responsibility for the adequacy of design rest totally with the designer. Additions, deletions Or Revisions to _es:: drawings after this date will void thisacceptance er d ,1iii require a resubmittal of revised &e.wirqs.(ibsequent approval. Final acceptance is _ 411 r; . ; field test and inspection by The Tukwila Fire Prev�1ri-fi 1ri F3 reau. Date: !—)-v— ( 1 EXISTING 1 • ELBOW EASYFLEX FLEX DROP FLEXDROP DETAIL 1' NTS SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND 1 � I PAID JAN 20 2011 TUKWILA FRE *7-e,7 REVISIONS s e► 5 SC PK.vv'/ FITTER/LISTER NOTES 1. DROP TO BE CENTERED IN QUARTER POINT OF "SECOND LOOK" TILE W/ FLEXDROP. 2. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 3. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WWBaTr DF A /PPE �^' IN AC" 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POUSH0 2.05 0.044 WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (11 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL ADD (1) SPRINKLER TO CORRECT IMPROPER SPACING ISSUE IDENTIFIED BY CAPTAIN MCCOY DURING INSPECTION (D10-306). CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABEUNG OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE TUKWILA FIRE DEPT. EXISTING CRITERIA MERCHANTILE - ORDINARY HAZARD (GROUP 2) NEW DESIGN CRITERIA: MERCHANTILE - ORDINARY HAZARD (GROUP 2) TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, UGH11NG, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABIUTY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARF NFCESSARv. MAKE TYPE MODEL OUT BRKT ONTY SYM MANUFACTURER S.I.N. TYPE 1 MODEL EASY FM -BRAID 60' 3/4' SHRT EXISTING UNCHANGED SSP CHR CHR 112K 3/4' 155° NEW • RELIABLE RA7216 ECOH PEND J112 CHR CHR FI 112K 3/4' 155° TOTAL NEW 1 AFF BOB BOO B01 BOP BOT Drs FO IFOW OFOW NAB UN) ABOVE FINISHED R.r BOTTOM OF BEAM BOTTOM OF DEO< BOTTOM OF JOIST BOTT0I1 OF WAW BOTTOM OF TRUSS CUT TO SUM new OMER INSIDE FILE OF WALL OUTSIDE FIDE OF WALL NO AUTO. SPRINKLERS UN.ESS NOTED OTHERWISE BOD 0 — II— CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING 7c'7 4'( L/ NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE; ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH N Si AREA MAP inz HODGE CONSTRUCTION PO BOX 1105 FALL CITY, WA 98024 PROJECT MANAGER : JOE PHONE : 425 864-9942 FAX: SUPERINTENDENT: PHONE: FAX: 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 PRO GOLF DISCOUNT TI 17305 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER CERTIFICATE OF COM PEETENCY STAMP TED Q. PROJECT MGR LANE L DATE 1-19-11 SHEET 1 OF 1 !CAUTION! 50% REDUCED PRINTS JOB NO. T111007 0110141,, O Without Comments I As Noted in Red O Per The Attached Letter . 1111! :411111111 F;IREgri SECURITY I4.4!...1""11 Pr Golf Discount 17305 uthcenter Parkway r'hese plans have been reviewed by The Tukwila Fire >reventian Bureau for conformance with current City standards. Acceptance is subject to errors and Inst (missions which do nu- authorize violations of adopted 'tandards and ordinances. The responsibility for thePaci adequacy of design re;c;t: cotaliy with the designer. •editions, deletion:: or E•r vi .ions to these drawings after ..nis date will void this ,occeptencce and will require a esubmittal of revised drawings for subsequent approval. =incl acceptance is subject to field test and inspectior9' ukwila, WA llation Company The Tukwila Fire Prevention Bureau. /— Date. By: c Paul Chris c Fire and Security 28 Poplar P1 S Seattle. WA act Information alton 206-391-1929 ogers 206-396-4229 Scope of Work NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testirg of any Fre Mann mg; l?. fen S si . Fevre. cretEstt `II result i a Re-ilrrsixtraiisini a�i tetrmiriiimm (nfT ODE tt iii. • Pacific Fire and Security will install a new ceiling mount horn strobe in the west storage area, based on the field inspection report from the fire department. • Pacific Fire and Security will verify EOL voltage to be in accordance with Manufacturer and NFPA requirements. • The existing fire alarm system is an Addressable Silent Knight 5808. IUKW:ILA FIRE DEPARTfV chi1 Please call: 575.4407 and give this job No. f1—F-oi8 ind exact address for sht;t. ,awn or rest.Jr<+[ion a,:;, PAID JAN 21 2011 TUKWILA FIRE N 97Z 17 Fire • Security • CCTV • Access Control • Alarm Monitoring • Fire & Life Safety Inspections 828 Poplar Place South • Seattle, WA 98144 • (206) 957-0907 • (206) 726-8160 (fax) • www.pacificfiresecurity.com TOILET / FITTING ROOM (109 S.F.) PERMANENT DISPLAYS (TOTAL 726 S.F.) TOTAL AREAS: STORAGE: 1000 S.F. (/5000) 17"-A UNOCCUPIED RETAIL AREA 2202 S.F. RETAIL AREA: 2977 S.F. (200) TOTAL: 1 OCCUPANT 0 UCCUPANTS 14.89 OCCUPANTS 15.89 OCCUPANTS FIRST FLOOR PLAN NTS 0 5' 10' 20' 70' n1v� NORTH FIRE ALARM LEGEND . Item# Qty Symbol I Description Manufacturer Part # Mounting 1 1 QTY FIRE ALARM CONTROL PANEL SILENT KNIGHT : SK -5808 SELF CONTAINED FACP 2 1 ADDRESSABLE INITIATING CIRCUIT REMOT ANNUNCIATOR SILENT KNIGHT SK -5860 SELF CONTAINED ANN 3 1 ® ADDRE SABLE PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SK-SD500APS 4 Sq DEEP WI 30 4 11 B ADDRESSABLE SINGLE INPUT MODULE SILENT KNIGHT SK-SD500AHS 4 Sq DEEP AIM #16 5 5 ADDRE3SABLEMANUAL PULL STATION SILENT KNIGHT SK-SD500-PS 4 Sq DEEP W/ 1 GANG F 6 6 ‹ j DUCT S OKE DETECTOR BY OTHERS I BY OTHERS BY OTHERS 7 5 1111 MULTI (1NDELA CEILING MOUNTED HORN/STROBE WHEELOCK AS-24MCC-FW 4 Sq DEEP 8 6 11-1) HIGH CANDELA CEILING MOUNTED HORN/STROBE WHEELOCK AS-24MCCH-FW 4 Sq DEEP 9 2 2 MULTI CANDELA WALL MOUNTED STROBE WHEELOCK RSS-24MCW-FW 4 Sq DEEP W/ 1 GANG 10 1 E WALL MbUNTED WEATHERPROOF OUTDOOR STROBE WHEELOCK RSSWP-2475W-FR 4 Sq DEEP W/ 2 GANG 11 1 ED WALL MbUNTED WEATHERPROOF OUTDOOR BELL WHEELOCK MB -G10 -24-R 4 Sq DEEP W/ 2 GANG 12 1 F SPRINKLER WATERFLOW SWITCH BY OTHERS BY OTHERS BY OTHERS WF 13 3 - BLACK SPRINKER TAMPER SWITCH BY OTHERS BY OTHERS BY OTHERS TS 14 1 FPLP 1 SPRINKLER POST INTICATOR VALVE (PIV) BY OTHERS BY OTHERS BY OTHERS PIV METALIC RACEWAY SINGLE CONI UCTOR WIRE LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND COLOR AWG QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 THWN-SOLID A ADDRESSABLE INITIATING CIRCUIT A 16/2 - FPLP 1 #16/2 RED + RED #16 1 - BLACK #16 2 THWN-SOLID B ADDRESSABLE INITIATING CIRCUIT LOOP B 16/2 - FPLP 2 #16/2 GREEN + RED #16 2 - BLUE #14 1 THWN-SOLID C HORN / STROBE CIRCUIT C FPLP 1 #14/2 BLUE + WHITE #14 1 - BLUE #14 2 THWN-SOLID D HORN / STROBE CIRCUIT LOOP D FPLP 2 #14/2 WHITE + WHITE #14 2 - BLACK #16 1 THWN-SOLID E CONVENTIONAL INITIATING CIRCUIT E 16/2 - FPLP 1 #162 YELLOW + YELLOW #16 1 - BLACK #16 2 THWN-SOLID F CONVENTIONAL INITIATING CIRCUIT LOOP F 16/2 - FPLP 2 #162 PURPLE + YELLOW #16 2 - BLACK #14 1 MSB-IOB-PV4-24 Bell THWN-SOLID G 24V DC POWER CIRCUIT G FPLP 1 1 #14/2 BLACK + RED #14 1 RED #14/2 1 0.095 TWISTED SHIELDED FPLP W/ DRAIN H SPEAKER CIRCUIT H TWISTED SHIELDED FPLP W/ DRAIN 1 #142 RED RED #14/2 2 Signal Circuit (S1) TWISTED SHIELDED FPLP W/ DRAIN I SPEAKER CIRCUIT LOOP I TWISTED SHIELDED FPLP W/ DRAIN 2 #142 RED BROWN BLUE #16 #16 1 1 2 THWN-SOLID J ANNUNCIATOR CIRCUIT J 16/2 - FPLP 1 #16/2 WHITE FPLP , 1 #14/2 BROWN - BLACK #14 1 + RED #14 1 RED #18/2 1 0.138 18/2 TWISTED SHIELDED FPLP W/ DRAIN K FIREMAN'S PHONE CIRCUIT K 18/2 TWISTED SHIELDED FPLP W/ DRAIN 1 #18/2 RED RED #18/2 2 18/2 TWISTED SHIELDED FPLP W/ DRAIN L FIREMAN'S PHONE CIRCUIT LOOP L 18/2 TWISTED SHIELDED FPLP W/ DRAIN 2 #182 RED - PURPLE + ORANGE #14 #14 1 1 THWN-SOLID M CONTROL CIRCUIT M FPLP 1 #142 ORANGE - PURPLE + ORANGE #14 #14 2 2 0.120 THWN-SOLID N SPARE CONDUCTORS N FPLP 2 #14/4 RED CABLE COLOR SUBSTITUTIONS ALLOWED ON ALL LETTERS EXCEPT H, I, K, L. IF SUBSTITUTIONS ARE MADE, WIRE AWG & TYPE MUST REMAIN SAME & LEGEND MUST BE UPDATED & MATCH CORRECT WIRE FUNCTION. MULTI CONDUCTOR CABLE COLOR AVAILABLE: 16/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE. 14/2 = RED, WHITE, YELLOW, GR EN, DARK BLUE, PURPLE, ORANGE, BROWN, BLACK . Na a ry g{. W YELLOWOGE. PINK PURPLE BLUE GREY THSOLID COLORS AVAILABLE: UtCK WHITE GREEN RED BROWNRAN .Ygr> l'UKWILA FIRE DEPAKTIYIt *L Please call: 575.4402 and give this job No. 210 and exact address for shut' or restoration approval, JAOS Qcb�iJk 0 { E TE 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 stanuaras and oromances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thi5.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. Date: 611 It j O By: itA)512 ANNut4eAATI? R tiDS tZtrr U tuCLASUZt 1 r Is v401k -mCAT tab yv Im tiuS "(vnn,P. Pr13oJ6 32` F'1 VOL usiiNG. D2. LACPtTe INsiDe two vt4 `hikt1 . EOL 4.71(0 15cd EOL % 4.71(0 S1-5 S1-4 177cd Ih11 EOL 4.71(0 177cd C It :11 C EOL 4.71(0 95cd It�ll 53-3 15cd Itch Voltage Drop Chart for SC -5 Retail ;,; . SC5 Retail - Silent Knight 5808 - Fire Alarm Control Panel Panel Circuit Area Distance Amps Current Load: FACP S1 South of Building 235 Standby: Alarm: FACP S2 Center of Building 235 1.175 0.881 FACP S3 North of Retail Space 280 1.05 Device Type FACP S4 Quantity Arnps Total Amps Total Main System Board 1 0.140 0.140 0.260 0.260 is Panel Boards & Devices Addressable Devices 19 0.000050 0.00095 0.000050 0.00095 Remote Annunciator J 1 0.020 0.02 0.025 0.025 WM3T-24-VFR Outside Strobe 1 0.088 0.088 MSB-IOB-PV4-24 Bell 1 0.03 0.030 Duct Detector 5 0.025 0.125 0.095 0.475 Signal Circuit (S1) AS-24MCC 95CD H/S _ 2 0.285 0.570 AS-24MCC 177CD HIS 1 0.480 0.480 RSSWP-2475W-FR 1 0.138 0.138 MB -G10 -24-R 1 0.04 0.040 Signal Circuit (S2) RSS-24MCW 15 CD ST 2 0.060 0.120 AS-24MCC 15CD HIS 1 0.095 0.095 AS-24MCC 177CD HIS 2 0.480 0.960 Signal Circuit (S3) AS-24MCC 95CD HIS 2 0.285 0.570 AS-24MCC 177CD H/S 1 0.480 0.480 _ Signal Circuit (S4) AS-24MCC 177CD HIS 2 0.480 0.960 Total Panel Loads: 0.286 Amps 5.292 Amps Standby Current Load: 0.286 Amps For 24 Hours = 6.863 Amp -hours Alarm Current Load: 5.292 Amps For 5 Minutes= 0.445 Amp -hours 20% Derating= 8.769 Amp -hours Total System Current Load: 8.769 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 12 Voltage Drop Chart for SC -5 Retail Panel Circuit Area Distance Amps Voltage Drop FACP S1 South of Building 235 1.228 0.921 FACP S2 Center of Building 235 1.175 0.881 FACP S3 North of Retail Space 280 1.05 0.938 FACP S4 North of Building 300 0.96 0.919 C 177cd ILII S4-2 177cd C 177cd 1111 S3-2 C I1�0 C S4-1 95cd II%11 C S3-1 15c d 15cd C cSi C 4 C S2-5 S2-4 S2-3 S2-2 S2-1 C 95cd lull 177cd C S1-3 It=11 95cd C ILII C S1-2 S1-1 C C C C C C C C C AIM E WF EOL EOL 4.71(0 4.71(0 A A n irs EOL EOL EOL 4.710 4.71(0 4.71(0 G G G A A ANN SILENT KNIGHT 5808 FACP 120VAC AIM EOL" D 4.71(0 AIM E A 2 #18 THVVN EOL D 4.71(0 G C FIRE ALARM RISER N.T.S AIM A EOL' D 4.71(0 G ` G A EOL' D 4.71(0 ® TO 120 VAC DEDICATED CIRCUIT (BY OTHERS) ® TO TELCO 2 LINES (BY OTHERS) E EOL' D 4.71(0 � G � EOL©D 4.71(0 CEILING )2(< 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR r A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final 2 Line Voltage Electrical Final 3 Elevator Final 4 Pressurization a Stairwell b. Elevator 5 Sprinkler System (1 00? Complete) All Valves in normal condition. 6 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site ;` Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Phone line (lines) must be installed and active. El 14 Fire Alarm Monitoring Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: 2 Elevator Monitoring Completion Date: gommemoom GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUAL'FIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM I A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO q CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. PAID A.UIJ 2 i 2007 Tukwila Fire 2 3 7 ray - 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz >En <co co 04)Q Z� 11.1 <IP* =Folzi J Cin O� 0 cY) ht. ISSUE DATE: Project Manager. JEFF STARK Design: TIM EASTMAN Drafter. B. F. Menz Job Number. 07-F234 Recived Architects Plan: 8-15-07 PFS REVISIONS REV DATE DESCRIPTION 1 8-27-07 PERMIT SET FIRE ALARM COVER SHEET FAODO SD500 ARM +24v Dc 24V DC SD500 AIM O� SD500 AIM O� O 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www. pfs. bz RELAY 1 [Ella- d El: EEL tl RELAY 2 DOOR HOLDERS TYPICAL WIRING DIAGRAM SPRINKLER TAMPER SWITCHES TYPICAL WIRING DIAGRAM SPRINKLER WATER FLOW DEVICE IF 120VAC DOOR HOLDERS SQUARE D-KPDI2ICE CUBE L____ L____ RELAY MUST BE USED FOR L DATA LOOP L DATA LOOP CONSTANT DUTY RATING DATA LOOP TYPICAL WIRING DIAGRAM DOOR HOLDER NO SCALE TYPICAL WIRING DIAGRAM SPRINKLER TAMPER SWITCHES TYPICAL WIRING DIAGRAM SPRINKLER WATER FLOW DEVICE NO SCALE NO SCALE FIELD VERIFY VOLTAGE FOR SMOKE DAMPER RELAY 1 STROBE HORN/STROBE STROBE HORN/STROBE L1LL1L111 RELAY 2 DATA LOOP FROM FACP DATA LOOP TO NEXT DETECTOR HORN CIRCUI FROM AUX. POWER SUP' IF 120VAC FIRE SMOKE DAMPER SQUARE D - KPD12 ICE CUBE RELAY MUST BE USED FOR CONSTANT DUTY RATING SMOKE DETECTOR HEAT DETECTOR SMOKE DETECTOR DATA LOOP TYPICAL WIRING DIAGRAM HORN/STROBES AND STROBES NO SCALE TYPICAL IN ROOM ADDRESSABLE DETECTION TYPICAL SMOKE FIRE DAMPER NO SCALE NO SCALE RELAY 1 DOOR STRIKE RELAY 2 L } DATA LOOP COMMON FROM DOOR ENTRY SYSTEM ISSUE DATE: Project Manager. JEFF STARK Design: TIM EASTMAN Drafter. B. F. Menz Job Number. 07-F234 Recived Architects Plan: 8-15-07 PFS REVISIONS DESCRIPTION 8-27-07 PERMIT SET FRONT LOBBY DOOR STRIKE NO SCALE FIRE ALARM DETAIL SHEET FAO.1 2 #18 THWN PtV.7.: EOL TO FACP 4.7KQ — r t 1 i I { { i h ti et� a B J Lai! TO FA ■ ■ ■ 0 / /\ 0 ■ 0 02,_ 0 .44 0 7. 0 ry!� /\/\ U. 5 0 95cd j;. 0 S2-3 (11 i 150 , `C) M >1. r(� III 4\VP‘P sok 11§ - it 41114 NV 0 0 0 7p, 0 =;c 'rap A,G \o'\/\ n� EWE 0 'PI H AIM' 3i A,G 17,143 ■ ■ AIM E iu S2-4 177cd 0 7/ / re • 4 • 0 i ok 0 ri 0 0 <g% A,G S2-5 177cd EOL 4.7K0 tit n4. C►r Fug iI L 0 0 0 TO FACP 77 1,10 • fin 0 0 44, 0 0-1 4.. 4/..‘10 LOYACP AIM 0 A,G *IN raM IZeb • 0 A,G 0 • fr.1) Les „:„ VVP EOL 4.7K0 WP WP ti • 07Clir 1111 iihNot S3-3 95cd EOL 4.7M). EOL A,G /` I TO FACP YO4 EOL 4.71<0 S4-2 177cd A PIV TO FIRE SPRINKLER ROOM FLOOR PLAN • 11 v,i 152 10 05 .,,.,,_,..4, 11 r TO PIV FIRE SPRINKLER ROOM DETAIL lo 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz Emzi =11 01= Liwri La9 cs") >ffam 01= on) Ems= Cr E=SI D CD F=3 Ito con Nktft ISSUE DATE: Project Manager JEFF STARK Design: TIM EASTMAN Drafter: B. F. Menz Job Number: 07-F234 Recived Architects Plan: 8-15-07 PFS REVISIONS REV DATE DESCRIPTION 1 8-27-07 PERMIT SET FIRE ALARM DETAIL SHEET FA1.0