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Home My WebLink AboutPP - 261 SOUTHCENTER MALL - CARLTON CARDS - PERMITS AND PLANS261 SOUTHCENTER MALL ASSOCIATED PERMITS 10-S-047 10-S-041 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fireworks Gallery 261 Southcenter Mall Permit No.: 10-S-047 Date: March 22, 2010 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 6' 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. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. v 14:42 MAR 09, 2010 5S" FAX NO: 8961216 #30600 PAGE: 2/3 L (253) 926-1880 ° FAX (253) 926-2350 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 March 9, 2010 City of Tukwila 444 Andover Park East Tukwila, WA Attention: City of Tukwila Fire Sprinkler Plan Review Smith Fire Systems is requesting a shut off number to temporarily relocate two pendent sprinklers in the new Fireworks tenant space at South Center Mall to facilitate the installation of new mechanical equipment (see attached). The two pendent sprinklers will be permanently relocated when the rest of the sprinkler system is updated for the new tenant If you have any questions, please contact me. Sincerely, Shane M Challender Smith Fire Systems, Inc. (253) 248-2663 direct line schal lender(c�smithfire.com titAWILA FIRE DEPARTOAeKt,. Please cell: 575.4407, and give this job No. /O -S-OL/ and exact address for shots down or restoration voroveil; 14:42 MAR 09, 2010 FAX NO: 89E1216 *30600 PAGE: 3,'3 1,7 9..0. 251 THE KITCHEN SHOP 6-0' 12-0' 5'-11' 4'-6' 4'E 5'-10' 11'-8' NEW 1' PWG 2 i y 1 o-9 CUT IN NEW I'TEE 2 �- NEW 1' PWG S ^9" 2 - O NEW 1' PLUG OB \ ` NEW 1' PLUG 1.5 NEW r PLUG m 1.25 1 '."4-f Q-0 15-0 AFF 0 1-10 SEE DETAIL SALES :,1 OPEN 10 STRUCIU3E CE:000 10-2A F.F^ NEW 1' PWG 2 S \\ `NEW 1'PWG 9 15 NEW 1' PLUG 3 CEIIJ'dG ( 10-2AFF 4 iA e1-6 2-5 PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE S NEW STRAP TEE (6) = 2 x 1 (6)=1.5x1 WIDE FLANGE STEEL BEAM 12' RETAINER STRAP — ANVIL FIG. 92 3/8' BEAM CLAMP 3/8' x 346 ATR CTS HANGER RING WITH SURGE CUP HANGER TB1 (X2) 6' RETAINER STRAP / BAR JOIST STIFFENER ANVIL FIG. 92 3/8' BEAM CLAMP 3/8' x 1-6 ATR CTS HANGER RING HANGER TB2 (X1) NO NEW WORK IN HATCHED AREA NEW 1' PWG 2 15 NEW 1' PWG O NEW 1' PWG 1.5 -111 0-8.5 WALL LEGEND EXISTING BRANCH UNE I EXISTING FULL HEIGHT WALL INSTALL NEW PLUG AT TEE — EXISTING DROP TO BE DEMOED EXISTING- \ BRANCH UNE 7. DETAIL A (X2) 271 NATURALIZER SPRINKLER PLAN 0 A 8 MODEL G4A CONCEALED SCALE 1/4'=1',7 NEW 1' PWG 0-6 T DETAIL B (X1) ;,!uns tT ..,en ,eviewed by The Tukwila Fire on Bureau for conformance wtth current City -rds. Acceptance is subje t to errors and ..:sons which cio not authorize vlt;!ations of adopted -5ndards and ordinances. The responsiblii y for the rdequacy of design rests totallywith the designer. Additions, deletions or r, vi tions to these drawings after this dzAte will void this acceptance and will require)a resubmittal of revised drawn :::, fGt- approval. 4 BUILDING SECTION SALES I E9 OPEN TO STRUCTURE Final acceptance is sub:kxt to field and inspection by The Tukwila Fire Preven n1j; �: u. Date: )—.)-.1 =1O y: NTS NOT/CE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic yes; approval. • -s S • (t4Kwit.A FIRE DEPARTM N t Please call: 575-4407 and give this job Mb. /O - �S O V 7 and exact address for shut• -lawn or restoration aoornyril S SPRINKLER LEGEND SYM NEW MANUFACTURER 1 S I.N. TYPE 1 MODEL 04888 e O O REUABLE REUABLE RELIABLE 85415 R3625 R3625 ;.ONCEALED SSU SSU G4A FIFR F1 FR BRZ BRZ BRZ WHITE 5.6K 5.6K 5.6K 1/7 1/7 1/7 155° 155° 155° 6 14 3 TOTAL NEW 23 S!arie Way a co o 01 :A Y (•�FJ 0 EXISTING BRANCH UNE NEW STRAP TEE -- FITTER/LISTER NOTES 1. ALL DROPS TO HARD CEILING TO BE ADN'S 2. SEND (15) 1" PLUGS 3. EXISTING PIPING IS THREADED 4. EXISTING SYSTEM IS SCHEDULED 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. ,(PER PLAN) GENERAL NOTES Les r 1 (PER PLAN) DETAIL C (X4) NEW STRAP TEE -- EXISTING BRANCH UNE ,(PER PLAN) DETAIL D (X7) EXISTING BRANCH UNE NEW STRAP TEE — sour hcf Breit • — 1(3-6) TOE LENGTH PER PLAN — 1(1-2) DETAIL E (X3) CV ADN MODEL G4A 3uthrenter Mall stbefd Southrnr teC AREA MAP Tulwea Park -T k Sia i' Evans B(aok Faker Blvd 0 Strander Blvd NTS 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BEI IEi1 PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED PROF WATER/PPE ran r. D.ROS 1 40 0.133 1.049 THREADED. GUT GROOVED. ROLL GROOVED, RAN END, POLISHED 205 0.044 " WALL THICKNESS PER NEPA 813 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. 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 LABELING 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 EDITION AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE- ORDINARY GROUP II NEW DESIGN CRITERIA: MERCANTILE - ORDINARY GROUP II TENANT IMPROVEMENT: THIS PROJECT -IS A -TENANT IMPROVEMENT..-TH)S 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, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. MACY'S SEARS (EN SITE PLAN 5 z U Pi -� i MAR 1 2010 NTS Tukwila Fire ABBREVIATIONS SYMBOL LEGEND AFF BOB BOD BOJ BOF BOT 20 O ORM R85 DRO ABOVE ENDED ROOK OTT04 CF 684 OTT04 OF CEO( OTTO4 OF .OST OTTO4 OF MEN OTT04 OF TALES CUT TO 51x1 ELI) ODER RMOE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. 56849ERs MESS NO EB 00088.0 BOD 0 CI —II— CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHOUAKE 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 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD: FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH JR ABBOT CONSTRUCTION SEATTLE, WA PROJECT MANAGER: PHONE: FAX: SUPERINTENDENT: PHONE: FAX: JENNIFER STEPHAN 206.467.6500 206.447.1885 ROB ROBERTSON 206.954.5766 1 t1 la �1 III" � 'SIN.c1 "Yl'. 010201x:A1E OF COMPETENCY STAMP 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1350T Bus: (253) 926-1880 FAX (253) 926-2350 FIREWORKS @ SOUTH CENTER 633 SOUTH CENTER TUKWILLA, WA 98188 SHANE C. LANE LUVAAS 03-16-10 1 1. OF 1 .10B NO. 1110029 261 SOUTHCENTER MALL ASSOCIATED PERMITS 10-S-047 10-S-041 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fireworks Gallery 261 Southcenter Mall Permit No.: 10-S-047 Date: March 22, 2010 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 6' 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. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • 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. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. v 14:42 MAR 09, 2010 5S" FAX NO: 8961216 #30600 PAGE: 2/3 L (253) 926-1880 ° FAX (253) 926-2350 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 March 9, 2010 City of Tukwila 444 Andover Park East Tukwila, WA Attention: City of Tukwila Fire Sprinkler Plan Review Smith Fire Systems is requesting a shut off number to temporarily relocate two pendent sprinklers in the new Fireworks tenant space at South Center Mall to facilitate the installation of new mechanical equipment (see attached). The two pendent sprinklers will be permanently relocated when the rest of the sprinkler system is updated for the new tenant If you have any questions, please contact me. Sincerely, Shane M Challender Smith Fire Systems, Inc. (253) 248-2663 direct line schal lender(c�smithfire.com titAWILA FIRE DEPARTOAeKt,. Please cell: 575.4407, and give this job No. /O -S-OL/ and exact address for shots down or restoration voroveil; 14:42 MAR 09, 2010 FAX NO: 89E1216 *30600 PAGE: 3,'3 1,7 9..0. 251 THE KITCHEN SHOP 6-0' 12-0' 5'-11' 4'-6' 4'E 5'-10' 11'-8' NEW 1' PWG 2 i y 1 o-9 CUT IN NEW I'TEE 2 �- NEW 1' PWG S ^9" 2 - O NEW 1' PLUG OB \ ` NEW 1' PLUG 1.5 NEW r PLUG m 1.25 1 '."4-f Q-0 15-0 AFF 0 1-10 SEE DETAIL SALES :,1 OPEN 10 STRUCIU3E CE:000 10-2A F.F^ NEW 1' PWG 2 S \\ `NEW 1'PWG 9 15 NEW 1' PLUG 3 CEIIJ'dG ( 10-2AFF 4 iA e1-6 2-5 PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE S NEW STRAP TEE (6) = 2 x 1 (6)=1.5x1 WIDE FLANGE STEEL BEAM 12' RETAINER STRAP — ANVIL FIG. 92 3/8' BEAM CLAMP 3/8' x 346 ATR CTS HANGER RING WITH SURGE CUP HANGER TB1 (X2) 6' RETAINER STRAP / BAR JOIST STIFFENER ANVIL FIG. 92 3/8' BEAM CLAMP 3/8' x 1-6 ATR CTS HANGER RING HANGER TB2 (X1) NO NEW WORK IN HATCHED AREA NEW 1' PWG 2 15 NEW 1' PWG O NEW 1' PWG 1.5 -111 0-8.5 WALL LEGEND EXISTING BRANCH UNE I EXISTING FULL HEIGHT WALL INSTALL NEW PLUG AT TEE — EXISTING DROP TO BE DEMOED EXISTING- \ BRANCH UNE 7. DETAIL A (X2) 271 NATURALIZER SPRINKLER PLAN 0 A 8 MODEL G4A CONCEALED SCALE 1/4'=1',7 NEW 1' PWG 0-6 T DETAIL B (X1) ;,!uns tT ..,en ,eviewed by The Tukwila Fire on Bureau for conformance wtth current City -rds. Acceptance is subje t to errors and ..:sons which cio not authorize vlt;!ations of adopted -5ndards and ordinances. The responsiblii y for the rdequacy of design rests totallywith the designer. Additions, deletions or r, vi tions to these drawings after this dzAte will void this acceptance and will require)a resubmittal of revised drawn :::, fGt- approval. 4 BUILDING SECTION SALES I E9 OPEN TO STRUCTURE Final acceptance is sub:kxt to field and inspection by The Tukwila Fire Preven n1j; �: u. Date: )—.)-.1 =1O y: NTS NOT/CE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic yes; approval. • -s S • (t4Kwit.A FIRE DEPARTM N t Please call: 575-4407 and give this job Mb. /O - �S O V 7 and exact address for shut• -lawn or restoration aoornyril S SPRINKLER LEGEND SYM NEW MANUFACTURER 1 S I.N. TYPE 1 MODEL 04888 e O O REUABLE REUABLE RELIABLE 85415 R3625 R3625 ;.ONCEALED SSU SSU G4A FIFR F1 FR BRZ BRZ BRZ WHITE 5.6K 5.6K 5.6K 1/7 1/7 1/7 155° 155° 155° 6 14 3 TOTAL NEW 23 S!arie Way a co o 01 :A Y (•�FJ 0 EXISTING BRANCH UNE NEW STRAP TEE -- FITTER/LISTER NOTES 1. ALL DROPS TO HARD CEILING TO BE ADN'S 2. SEND (15) 1" PLUGS 3. EXISTING PIPING IS THREADED 4. EXISTING SYSTEM IS SCHEDULED 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. ,(PER PLAN) GENERAL NOTES Les r 1 (PER PLAN) DETAIL C (X4) NEW STRAP TEE -- EXISTING BRANCH UNE ,(PER PLAN) DETAIL D (X7) EXISTING BRANCH UNE NEW STRAP TEE — sour hcf Breit • — 1(3-6) TOE LENGTH PER PLAN — 1(1-2) DETAIL E (X3) CV ADN MODEL G4A 3uthrenter Mall stbefd Southrnr teC AREA MAP Tulwea Park -T k Sia i' Evans B(aok Faker Blvd 0 Strander Blvd NTS 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BEI IEi1 PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED PROF WATER/PPE ran r. D.ROS 1 40 0.133 1.049 THREADED. GUT GROOVED. ROLL GROOVED, RAN END, POLISHED 205 0.044 " WALL THICKNESS PER NEPA 813 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. 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 LABELING 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 EDITION AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE- ORDINARY GROUP II NEW DESIGN CRITERIA: MERCANTILE - ORDINARY GROUP II TENANT IMPROVEMENT: THIS PROJECT -IS A -TENANT IMPROVEMENT..-TH)S 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, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. MACY'S SEARS (EN SITE PLAN 5 z U Pi -� i MAR 1 2010 NTS Tukwila Fire ABBREVIATIONS SYMBOL LEGEND AFF BOB BOD BOJ BOF BOT 20 O ORM R85 DRO ABOVE ENDED ROOK OTT04 CF 684 OTT04 OF CEO( OTTO4 OF .OST OTTO4 OF MEN OTT04 OF TALES CUT TO 51x1 ELI) ODER RMOE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. 56849ERs MESS NO EB 00088.0 BOD 0 CI —II— CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHOUAKE 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 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD: FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH JR ABBOT CONSTRUCTION SEATTLE, WA PROJECT MANAGER: PHONE: FAX: SUPERINTENDENT: PHONE: FAX: JENNIFER STEPHAN 206.467.6500 206.447.1885 ROB ROBERTSON 206.954.5766 1 t1 la �1 III" � 'SIN.c1 "Yl'. 010201x:A1E OF COMPETENCY STAMP 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1350T Bus: (253) 926-1880 FAX (253) 926-2350 FIREWORKS @ SOUTH CENTER 633 SOUTH CENTER TUKWILLA, WA 98188 SHANE C. LANE LUVAAS 03-16-10 1 1. OF 1 .10B NO. 1110029