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HomeMy WebLinkAboutPP - 1091 ANDOVER PARK EAST - RYDER SYSTEMS - PERMITS AND PLANS1091 ANDOVER PARK EAST ASSOCIATED PERMITS SPRINKLER AS BUILT 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 RYDER PALLET STORAGE T.I. JOB NO. TI7175 1091 ANDOVER PARK E. DATE 03/06/08 ADDRESS TUKWILA, WA 98188 BY JOHN RETHERFORD SYSTEM DESIGNATION: ESFR SYSTEM HAZARD DESCRIPTION: IDLE WOOD PALLET STORAGE TO 25' MAX W/ 30' MAX ROOF HAZARD CLASS PER NFPA 13: 2007 EDITION SPECIFIC RULING: RULING MADE BY: OF DENSITY: (12) SPRINKLER FLOWING AT 15 PSI MIN. (4) SPRINKLERS PER BRANCH LINE ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM NODE 3 (SITE MAIN) IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 84 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 96 SQUARE FEET SPRINKLER MANUFACTURER: VIKING MODEL: VK510 TEMPERATURE: 165° F K -FACTOR: K=25.2 ORIFICE SIZE: 1" WATER SUPPLY: STATIC 130 PSI RESIDUAL 20 PSI FLOW 6,723 GPM BASE OF RISER DEMAND(NODE 5) 1204.95 GPM REQUIRED AT 50.95 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1454.95 GPM REQUIRED AT 61.69 PSI AT CITY CONNECTION (NODE 0) (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) ISd NI 38f1SS38d SUBMITTAL SERIAL NO:2244HY1 03-06-2008 PAGE 1 TI7175 RYDER PALLET STORAGE T.I. INDOOR STORAGE OF IDLE WOOD PALLETS (12) K25 ESFR SPRINKLERS FLOWING AT 15 PSI MIN. 97.60 GPM FILE = TI7175.SIG FLOW TEST RESULTS Water Supply STATIC 130.00 PSI RESIDUAL 20.00 PSI © 6723.00 GPM CITY PRESSURE AVAILABLE AT 1454.9 GPM 123.52 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 105.25 97.60 25.20 17.44 102 100.74 97.60 25.20 15.98 103 98.58 97.60 25.20 15.30 104 97.97 97.60 25.20 15.11 105 104.95 97.60 25.20 17.34 106 100.45 97.60 25.20 15.89 107 98.29 97.60 25.20 15.21 108 97.68 97.60 25.20 15.02 109 104.86 97.60 25.20 17.32 110 100.37 97.60 25.20 15.86 111 98.21 97.60 25.20 15.19 112 97.60 97.60 25.20 15.00 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 3 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 21 TO 31 1204.95 GPM 250.00 GPM 1454.95 GPM 61.69 PSI 0.00 PSI 22.11 FPS SUBMITTAL SERIAL NO:2244HY1 03-06-2008 PAGE 2 TI7175 RYDER PALLET STORAGE T.I. INDOOR STORAGE OF IDLE WOOD PALLETS (12) K25 ESFR SPRINKLERS FLOWING AT 15 PSI MIN. 97.60 GPM FILE = TI7175.SIG Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 111 112 2.727 L 8.00 C=120 PT 15.00 (112) Q 97.60 F=0 F 0.00 PE 0.00 FM T 8.00 0.0233 PF 0.19 110 111DQ 98.21 2.727 L 8.00 C=120 PT 15.19 (111) Q 195.81 F=0 F 0.00 PE 0.00 FM T 8.00 0.0845 PF 0.68 109 110DQ 100.37 2.727 L 8.00 C=120 PT 15.87 (110) Q 296.18 F=0 F 0.00 PE 0.00 FM T 8.00 0.1816 PF 1.45 33 109DQ 104.86 2.727 L 12.17 C=120 PT 17.32 (109) Q 401.04 F=0 F 0.00 PE 0.00 FM T 12.17 0.3182 PF 3.87 23 33 2.727 L 2.00 C=120 PT 21.19 ( 33) Q 401.04 F=T/T F 40.00 PE 0.87 FM T 42.00 0.3182 PF 13.36 22 23 6.357 L 10.50 C=120 PT 35.42 ( 23) Q 401.04 F=0 F 0.00 PE 0.00 FM T 10.50 0.0052 PF 0.05 PT 35.47 ( 22) 107 108 2.727 L 8.00 C=120 PT 15.02 (108) Q 97.68 F=0 F 0.00 PE 0.00 FM T 8.00 0.0233 PF 0.19 106 107DQ 98.29 2.727 L 8.00 C=120 PT 15.21 (107) Q 195.97 F=0 F 0.00 PE 0.00 FM T 8.00 0.0846 PF 0.68 105 106DQ 100.45 2.727 L 8.00 C=120 PT 15.89 (106) Q 296.42 F=0 F 0.00 PE 0.00 FM T 8.00 0.1819 PF 1.46 32 105DQ 104.95 2.727 L 12.17 C=120 PT 17.35 (105) Q 401.36 F=0 F 0.00 PE 0.00 FM T 12.17 0.3187 PF 3.88 22 32 2.727 L 2.00 C=120 PT 21.23 ( 32) Q 401.36 F=T/T F 40.00 PE 0.87 FM T 42.00 0.3187 PF 13.39 SUBMITTAL SERIAL NO:2244HY1 03-06-2008 PAGE 3 TI7175 RYDER PALLET STORAGE T.I. INDOOR STORAGE OF IDLE WOOD PALLETS (12) K25 ESFR SPRINKLERS FLOWING AT 15 PSI MIN. 97.60 GPM FILE = TI7175.SIG Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 21 22DQ 401.04 6.357 L 10.50 C=120 PT 35.49 ( 22) Q 802.40 F=0 F 0.00 PE 0.00 FM T 10.50 0.0186 PF 0.20 PT 35.69 ( 21) 103 104 2.727 L 8.00 C=120 PT 15.11 (104) Q 97.97 F=0 F 0.00 PE 0.00 FM T 8.00 0.0235 PF 0.19 102 103DQ 98.58 2.727 L 8.00 C=120 PT 15.30 (103) Q 196.55 F=0 F 0.00 PE 0.00 FM T 8.00 0.0851 PF 0.68 101 102DQ 100.74 2.727 L 8.00 C=120 PT 15.98 (102) Q 297.29 F=0 F 0.00 PE 0.00 FM T 8.00 0.1829 PF 1.46 31 101DQ 105.25 2.727 L 12.17 C=120 PT 17.44 (101) Q 402.54 F=0 F 0.00 PE 0.00 FM T 12.17 0.3205 PF 3.90 21 31 2.727 L 2.00 C=120 PT 21.34 ( 31) Q 402.54 F=T/T F 40.00 PE 0.87 FM T 42.00 0.3205 PF 13.46 11 21DQ 802.40 6.357 L 110.00 C=120 PT 35.67 ( 21) Q 1204.95 F=0 F 0.00 PE 0.00 FM T 110.00 0.0395 PF 4.35 10 11 8.249 L 36.00 C=120 PT 40.02 ( 11) Q 1204.95 F=E/T F 59.00 PE 0.00 FM T 95.00 0.0111 PF 1.05 5 10 8.249 L 21.00 C=120 PT 41.07 ( 10) Q 1204.95 F=GV,ALV/E F 49.60 PE 9.10 FR T 70.60 0.0111 PF 0.78 3 5 8.265 L 25.00 C=140 PT 50.95 ( 5) Q 1204.95 F=T/E F 71.00 PE 2.17 UN T 96.00 0.0083 PF 0.80 2 3DQ 250.00 8.265 L 100.00 C=140 PT 53.92 ( 3) Q 1454.95 F=E/2E F 57.00 PE 0.00 UN T 157.00 0.0117 PF 1.84 SUBMITTAL SERIAL NO:2244HY1 03-06-2008 PAGE 4 TI7175 RYDER PALLET STORAGE T.I. INDOOR STORAGE OF IDLE WOOD PALLETS (12) K25 ESFR SPRINKLERS FLOWING AT 15 PSI MIN. 97.60 GPM FILE = TI7175.SIG Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 1 2 8.000 L 0.01 C=140 PT 55.76 ( 2) Q 1454.95 F=DD1 F 0.00 PE 0.00 UN T 0.01 0.0137 PF 0.00 8" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 4.57 0 1 Q 1454.95 8.265 L 20.00 C=140 PT 60.33 ( 1) F=T,GV/2E F 96.00 PE 0.00 UN T 116.00 0.0117 PF 1.36 PT 61.69 ( 0) HYDRAULICALLY MOST DEMANDING AREA: 12 SPRINKLERS FLOWING AT 15 PSI MINIMUM. SYSTEM DEMAND AT BASE OF RISER IS 1204.95 GPM AT 50.95 PSI. (INCWDING 0 GPM FOR INSIDE HOSE STREAMS) 1) I 2.5 2.5 2.5 1 2.5 2.5 2.5 2.5 NCI O O" "/ O i/ II O" �2)1 8�0 X3-107 1 6-70 1-21 8�0 I € (2) Z• 451 OFFSET 1 2.5' DOWN SEE RISER I SEE BRANCH UNE NIPPLE DETAIL .3 (12 T1AP.) OFFS E DETAIL'2 (12 TYP.) i IyI x..2.5 j/2.5 •_ 2. ll.:,,, 2,5 810 013-101 4-2 31 6- 0 1-T 81.0 L (2- 105 I 2. 2.5 Q / 1 8�0 PWG 3/4" POL AND CUTIN 1' STRAF(TYP. 2.5 108 II � I 2,5 01 L4'0 01 41 ., 2.5 0 R.5 2 - DEA(O THE LAST SO ON THIS UN AND PLUG TH 1.5' TEE (6 PICAL) 2 PLUG 3/41 POL I AND OUT INA' STRAP TYP. I- CD'I 103 I 2/5 25 0 8,-0 !a•POL I IND' A.PI n! 1. 1.5 2.51 2.5 13-10t/4-2 •1 2 .5 2 2 1.5 2.5 25 2.51 2.5 2. NCIO� / 0• ✓ 0• / (2-21 8.0 3-10. 4-2 1 6-10 EDI I I1012.5.. 2>�5 0; 2.51 2.5 0� (2-21 820 13-101 4.2 1 6-10 I I 2.5 21152.5 I 2.5 _ II912-021 BIO 013-1_01 4-2 01 2.5 2.5 2.5 1 2.5 01 C•>" / O' ; 0/ O: (2-2)1 810 3-101 4-2 2. m• i { 1 2.5 2.5 O" 1-2 1 2.5 II 0; 1-21 2.5 ILO•"' 1-2 2.5 25 / 0r 6-10 1-2 1 N012.5 2:5� 0 2.5 ' 2.5 0� 2.$ (2-2)1 610 3-10/4-2 1 6-/ `EXTEN''T OF PALLET STORAGE 2.5 25 2.5 I 2.5 2.5 NOLO O" ,0/ O (2-2)1 8 0 13-101 4-2 1 610 I r 2.5 2 5 2.51 2.5 2.5 492 94 O" 8 .� <3;3 -10T/4 -2 '1 .r/ O"1 .' 2-2)1 0 3-10 4-2 6- 0 (z) 2.451OFFSET '? SBR(WCHUNE 1 OFFSEEDETAIL'2 (12TYP,) 2.5 2:5 2.5 1'2.5 2.5 2.5. 2: 4010" /, O y,/ O 110 (2-2)1 8r0 13-10 4-2 1 6-10 1-2 1 8i EXISTING GLULAM BEAM TO SERVE AfSEPARATION 1 1 BETWEEN ESFRS AND SSUs 1.5 11.5 2 12 2 -4- 4i „ 4 e - m I R� 11.5 2 1.5 25 0 PLUG 3/4) POL AND CUT INV' SI to `0 / IrO 0 Oo- 25 L 8:0 PLUG tl/4"POL AND CUT �N1' STP.APITYP. Cr 215 / 6r0 PLUG 3/411POL AND CUTIN1' -STRAP, 215 8r0 0- 2/5 Or 2.5 1 8L0 1 eL0 PLUG3/4'IPOL 1 AND CUT IN 1' J STRAP TYP. 2.5 / ®. / 2.5 11.5 i 1-21 2 1.5 2 8.0 PWG /4' POL AND CJT IN 1' -STRAP 25 820 PLUG 3/41POL AND CUTIN,' STRAPITYP. EXTENT OF PALLET STORAGE 25 25 25 1-2 1 Bio 2.5 25 ILO ,( I-21 era 2.5' DOWN SEE RISER NIPPLE:DETAIL'S' (12 TY'.) 2 X 8F0 PLUG 3/4.1 POL AND CUTIN 1' -STRAP 45 01 s�a 7 PLUG 3/41 POL AND CURIN 1' araMryo.-�+ 45 '5 ()� 0� 1 80 1 8r0 1.5 1 1.5 ;1.5 -DEMOTHE LAST ON THIS UN L AND PLUGTHE' 1.5' TEE CAL EXIS7LNG GLULAM BEAM TO SkRVE AS SEPARATION BETWEEN ESFRs AND SSUs 1,0 1.5 4 .L 1.5 1 1.5 2 2 1.5 6 S1 GH. SE TATI.N TO REMAIN PER AHJ RENEW COMMENTS ESFR SPRINKLER PLAN O e 16 SCALE 1/8'=1'-0' FITTER / LISTER NOTES 1. HANGERS ON NEW BRANCH UNES ARE TO BETYPE 28' HANGER RODS ARE TO BE 3/8k4' ATR UNO. 2. INSTALL NEW ESFR BRANCH UNES AT9' SOD. 3. THE MAXIMUM DEFLECTOR DISTANCE FOR THE VK500 ESFR SPRINKLERS IS 14' BOD. 4. EXISTING BRANCH UNES IN THE AREA OF WORK ARE TO BE DEMO'D. CUT THE EXISTING UNES WHERE THEY LEAVE THE TENANT SPACE, IN AIR ROLL GROOVE THEM AND RECONNECT THEM TO THE NEW BRANCH UNES. SEE BRANCH UNE OFFSET DETAIL 5. NEW RISER NIPPLES ARE TO BE INSTALLED INTO THE EXISTING 2.5' THREADED RISER NIPPLE OUTLETS. SEE RISER NIPPLE DETAIL 6. LATERAL 50 BRACES HAVE BEEN OMITTED ON BRANCH UNES SUPPORTED BY HANGER RODS LESS THAN 6' LONG. 2.5' SHAPED NIPPLE ON NEW 2.5' BRANCH UNE EXISTING 6' MAIN HUNG LEVEL AT 21-9' AFF NEW 2.5(3-0)GOE RISER NIPPLE DEMO THE EXISTING 2.5' THREADED RISER NIPPLE, ADDANEW 2.5(0-6)TxG NEW ESFR SPRINKLER IN 3/4' POL INSTALL DEFLECTOR AT 14' BOD MAX. RISER NIPPLE DETAIL '3' EXISTING 1.5' OR 7 SCH. 40 BRANCH UNE CUT BACK AND 114 AIR ROLL GROOVE THE EXISTING 1.5' OR 7 BRANCH UNE REDUCE FROM 7 TO 1.5' WHERETHE EXISTING UNE IS 1.6' WRH A REDUCING VIC COUPLING NEW 2.5k2 REDUCING COUPLING NEW 2.5' BRANCH UNE `- OFFSET FROM THE NEW BRANCH UNE ELEVATION DOWN TO THE EXISTING BRANCH UNE ELEVATION WITH (2) 2' 451_8 A 2(03)GG FULL HEIGHT DEMISING WALL BRANCH LINE OFFSET DETAIL '2' CI 8' Iqr O EXISTING RISER DETAIL '1' WOOD PURUN-- 3/8'x21/7 BOLT W/NUTANDWASHER /TOLCO RG. 58 SIDE BEAM BRACKET N I_---3/B'ATR `` HANGER RING min HANGER DETAIL 'SB' HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SB SEE HANGER DETAIL SU 8YM 1 MANUFACTURER 1 SIM I TYPE 1 MODEL 1 mai EXISTING UNCHANGED NEW 0 VIKING VK510 ESFR VK510 BRZ - K=25 1' 165' 84 TOTAL NEW THIS SHEET 84 AFF BOO 000 BOT BOP BOT CTS FO IFOW ()POW usa ABOVE FINISHED noon BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURILN BOTTOM OF TRUSS CUT TO SUR MELD ORDER INSIDE FADE OF WNL OUTSIDE FACE OF WNL NO AUTO. SPRINKLERS UNLESS NOTED 011ERMSE 1z BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE Lt I1t1 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 12)13/07 JR TUKWILA PLAN REVIEW COMMENTS, HOSE STATIONS TO REMAIN. 2 03/06/08 JR CHANGED SPRINKLER HEAD TYPE DUE TO DEFLECTOR DISTANCE ISSUE 3 3/11/08 JR ASBUILT CONTRACT WITH RYDER SYSTEMS 1091 ANDOVER PARK E. TUKWILA, WA98188 PROJECT MANAGER : DAVID CARTER PHONE : 206-575-6696 FAX : 206-575-2899 CELL : 206-391-4466 SUPERINTENDENT: PHONE: FAX : 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 PROF WATER /PPE GMT' WDAurna 1 40 0.133 1.049 THREADED, GUT GROOVED, ROLL GROOVED. PLAN Elm. POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT 58IDPI I) 1.817 0.097 1 12 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END (FCC BUR VADDWG) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR KIDDING) 3.458 0.202 212 EDDY RDW 0.083 2.729 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 6.526 0.458 4 EDDY RDW 0.101 4.316 ROLL GROOVED, PLAIN END (FOIL BUR WELDING) 9.927 0.773 5 10 0.134 5295 POLL GROOVED. PLAIN END (FOR BURT WELDING) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT NODDING) 23.030 1.649 8 10 0.188 8249 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 40.080 2.78 ** WALL THICKNESS PER NEPA TI113 SCOPE OF WORK `G, Ino, 0'0 Q0 P" De70 / 4 ` BI Di ,,, �LBY 111 ;Jim P.mmert ' u I 39s 749 SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO PROTECT THE NEW IDLE PALLET STORAGE CONFIGURATION. (12) NEW 2.5' BRANCH ONES WILL BE INSTALLED TO SUPPLY NEW ESFR SPRINKLERS. THE EXISTING BRANCH LINES PROTECTING THE AREA OF WORK WILL BE DEMO'D AND THE NEW BRANCH LINES WILL BE RECONNECTED TO THE EXISTING ONES WHERE THE EXISTING LINES LEAVE THE RYDER TENANT SPACE. (2) EXISTING HOSE STATIONS WILL BE DEMO'D AND PLUGGED AT THE ROOF. CLARIFICATIONS: 1. 36' MIN. CLEARANCE MUST BE MAINTAINED BETWEEN THE ESFR SPRINKLERS DEFLECTOR AND THE TOP OF STORAGE. 2. THE TOP SHELF OF THE RACKS AND THE AISLES BETWEEN RACKS MUST BE KEPT CLEAR IN THE AREA OF SFS'S WORK. 3. SFS WILL INSTALL THE WORK IN THREE PHASES SO THAT ONLY 1/3 OF THE ENTIRE AREA OF WORK WILL NEED TO BE KEPT CLEAR DURING EACH PHASE. 4. A STORAGE AREA WITHIN THE BUILDING MUST BE MADE AVAILABLE FOR SFS'S TOOLS AND MATERIAL DURING CONSTRUCTION. EXCLUSIONS: 1. ELECTRICAL OR ALARM WORK OF ANY KIND. 2. PAINTING OR LABEUNG OF SPRINKLER PIPE. 3. REROUTING OF EXISTING MAINS, OR BRANCH ONES OUTSIDE OF THE PALLET STORAGE AREA. 4. ANY WORK ON BACK FLOW OR RISER EQUIPMENT. v / z E 0 5. REMOVAL OR RELOCATION OF COMMODITIES OR MATERIALS TO CLEAR THE WORK AREA 6. STRUCTURAL REVIEW OR ASSOCIATE COSTS TO DETERMINE IF THE STRUCTURE IS ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. DESIGN CRITERIA: PER NFPA 13 - 2007 EDITION, AND THE CRY OF TUKWILA (12) ESFR SPRINKLERS ((4) SPRINKLERS ON (3) BRANCH LINES) FLOWING AT 15 PSI MINIMUM BASED ON THE PROTECTION OF: - IDLE PALLETS STORED IN RACKS W/OUT SOUD SHELVING - TO A MAX OF 25' W/ A 30' ROOF WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING ELEVATION LOCATION PROVIDED BY 130 PSI 20 PSI 6723 GPM 5' BELOW F.F. (DOCK HEIGHT) ANDOVER PARK AND COSTCO DR. CITY OF TUKWILA PUBUC WORKS COMPUTER MODEL WET SYSTEM AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS ESFR AREA 7,015 S.F. 84 HYDRAULIC CALCULATION DATA (12) ESFR SPRINKLERS ((4) PER UNE) FLOWING AT 15 PSI MIN. DEMAND AT BASE OF RISER (NODE 5) 1204.95GPM AT 50.95PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION (NODE 0) 1454.95 GPM AT 61.69 PSI (250 GPM TOTAL HOSE ALLOWANCE) PIPE / FITTING LEGEND 4 EXISTING PIPE NEW PIPE NEW PWG 0 W o (0 AS BUILT Re leaf Ion Spr.150!81 t Tb through DBGGtc' CERTIFICATE OF COREEIFNCYSTN.O' PALLET STORAGE AREA OF WORK EX. RISER LOCATION KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 541/1 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 RYDER PALLET STORAGE 1091 ANDOVER PARK E. TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JOHN R. 11/14/07 1 OF 1 T17175 A'7 tl 11, RYDERTENANT ,/-SPACE EX. RISER LOCATION KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 541/1 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 RYDER PALLET STORAGE 1091 ANDOVER PARK E. TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JOHN R. 11/14/07 1 OF 1 T17175 A'7 tl