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Home My WebLink AboutPP - 1083 INDUSTRY DR - MULTIPLE BUSINESSES - PERMITS AND PLANS1083 INDUSTRY DR ASSOCIATED PERMITS 03-5-172 93-5-148 888-253 01-5-265 93-5-126 12/04/01 15:30 WESTERN STATES FIRE 3 575+4439 WESTERN STATES FIRE PROTECTION COMPANY 7102180'h Avenue NE Suite A-105 Redmond, WA 98452 (425)881-0100 FAX (425)881-3030 December 4, 2001 TUKWILA FIRE DEPARTMENT ATTN: LT. LYONS •l. FILE • NO.776 P001/002 Licenses in: Arizona, California, Colorado, Georgia, Idaho, Kentucky. Michigan, Minnesota, Montana, Nevada, New Mexico, Nath Dakota. South Dakota, Oregon, Texas, Wash(ngton 0/6 /OM CI X RE: CY-TECH Shut down #01-5-285 During the actual installation, our installer found it necessary to exceed the 14"-0" maximum spacing originally proposed. I have been informed our maximum spacing is 14'-B". The following GEM specification sheet allows spacing up to 18x48 twe t, when the 112 K- Factor sprinkler is used. We have 145 psi static pressure at this location. The required starting pressure °MU, psi will surely be met. Please accept this revision at the field inspection time. Syrely, James C. Buchanan WESTERN STATES FIRE PROTECTION COMPANY 7102 180th Avenue NE Suite A-105 Redmond, WA 98052 (425)881-0100 FAX (425)881-3030 November 2, 2001 TUKWILA FIRE DEPARTMENT RE: CY-TECH KOFFICE ADDITION 1083 INDUSTRY DRIVE TUKWILA, WA Licenses in: Arizona, California, Colorado, Georgia, Idaho, Kentucky, Michigan, Minnesota, Montana, Nevada, New Mexico, North Dakota, South Dakota, Oregon, Texas, Washington The existing wet pipe system is assumed to be designed at .39/5600 square feet. The roof system is spaced at 96 square feet per sprinkler. With a K factor of 8.0, the starting pressure at the roof sprinkler is 21.9psi. The new office area will be protected with GEM F895 Extended Coverage Ordinary Hazard Pendent Sprinklers, K=11.2. Maximum spacing will be 14x14. The manufacturer requires 7.0 psi for this spacing condition. We therefore conclude adequate pressure will be available to supply the chosen sprinklers. Please advise us when the plan review is complete. Sincerely, James C. Buchanan 341 ABBREVIATIONS A55EM. BLDG. BM. SSW. GONG. DONT. 12 D.W. EA. EXIST. EXT. ELEV. F.H. FTG. 6.58. 6.141.13. H/G HORIZ. HPS HTR ASSEMBLY BOARD BUILDING BEAM BASEMENT CONCRETE CONTINUOUS CONTROL JOINT GLOVES DRYER OR DUMP STER DISHV'1ASHER EACH EXISTING EXTERIOR OR FIRE EXTINGUISHER ELEVATION FIRE HYDRANT OR PAIR -HOUSING FOOTING GYPSUM SHEATHING BOARD GYPSUM WALL. BOARD HANDICAP HORIZONTAL HIGH PRESSURE SODIUM LIGHT HEATER HEATING VENTILATION AND AIR CONDITIONING INSUL. INT. LAV. MAX. MIN. O.G. 05,8. PLYWD. P.T. REF R/5. SHWR SFR. S.F. 5Q. FT. TVP. T.V. U.N.O. VERT. W/G WOW. INSULATION INTERIOR LAVATORY MAXIMUM MINIMUM ON CENTER ORIENTED ST44AND BOARD PLYWOOD PRESSURE TREADED FOR RESISTANCE TO WATER DECAY REFRIGERATOR RDUGH SHEAR SAWN SHOWER SPRINKLER RISER ROOM SQUARE FEET SQUARE FEET TYPICAL TELEVISION UNLESS NOTED OTHER101I5E VERTICAL GLOTNEs WASHER WATER CLOSET WINDOW OWNER/CONTRACTOR COORDINATION NOTES : THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION EITHER THE PRODUCT MANUFACTURER OR SUPPLIER, AND/OR LOCAL JURISDICTIONS FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH THEIR WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO SERVE AS A BEGINNING. POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. I. REVIEW MANUFACTURER'S PRODUCT LITERATURE AND GENERAL NOTES FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE A. HVAC EQUIPMENT AND DUCTING B. ALL EXHAUST PANS AND DUCTING G. RECEPTACLE BOXES (I.E. T.V., TELEPHONE, ELECT., PLUMBING) 2. REVIEW LOCAL J)RISDICTION REQUIREMENTS FOR COMPLETE INSTALLATIONS OF THE FOLLOWING : A. FIRE SPRINKLER SYSTEM B. MANUAL 4 AUTOMATIC FIRE ALARM SYSTEM AS REQUIRED G. • FIRE EXTINGUISHER SIZE AND LOCATION 3. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL JJRISDIGTIONAL REQUIREMENTS. B. TELEPHONE : G. GABLE T.V. UTILITY : D. POWER UTILITY (VAULT REQUIREMENT -EASEMENTS) : E. TRASH SERVICE : F. WATER UTILITY : 4. THE FOLLOWING. ITEMS SHALL BE BIDDER DE5I6N SYSTEM. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER AND BUILDING DEPARTMENT WHICH COMPLIES WITH ALL JJRISDICTIONAL REQUIREMENTS.. A. 8UILDIN6 AND SITE ELECTRICAL B. HVAC. SYSTEM C. PLUMBING SYSTEM E. FIRE SPRINKLER SYSTEM F. FIRE ALARM SYSTEM INDEX OF DRAWINGS ARCHITECTURAL - RONHOVDE ARCHITECTS (425)656-0500 "CONTACT" C.5 SITE PLAN AND COVER SHEET AI FLOOR PLAN, GENERAL NOTES, SCHEDULES LIGHTING PLAN A2 DETAILS/ SECTION MECHANICAL - BIDDER / DESIGN ELECTRICAL - BIDDER / DESIGN PLUMBING - BIDDER / DESIGN FIRE SPRINKLER / ALARM - BIDDER / DESIGN Project Description: UBC: 1997 for new work Construction: 5-N (Sprinkled) no change in construction type Occupancy: B (office), S-2 (warehouse) no change in occupancy Area: 4725 Total: 680 SF New office area +320 SF Exist Office area, 1000 SF total office, 3725 Warehouse Occupant Load: Office 1000/100 = 10, 3725/500 = 7.5, 17.5 total occupants Exits Required: (1) Exits Provided: (3) This project is an expansion of existing office space into the current warehouse space. There is no change in occupancy or construction type. ANDOVER - PHASE V -MULTI LEGAL DESCRIPTION Itv XISTIN6 DEM(SIN6 WALL R `— SEMI HEATED --v WAREHOUSE SUSP. r CEILING .he Southeast quarter of the Southeast quarter of Section 26, and tarter of the Southwest quarter of Section 25, all in Township 23 1st, W.M., in King County, Washington, described as follows: quarter corner common to said Section 25 and 26; thence South 319.75 feet to the centerline of P-17 drainage channel, which channel 88°12'32" East to terminus at the Westerly margin of Christensen 12'32" East to terminus at the Westerly margin of Christensen Road; West along the said P-17 drainage channel centerline 92.45 feet; i°47'28" West 21.00 feet to the true point of beginning; thence 01°47'28" West 453.35 feet to a point of curve; thence along a curve ing a radius of 397.24 feet and a central angle of 25°10'37" and arc i6 feet; thence South 26°58'05" West 50.00 feet; thence South 88°12'32" t; thence North 01°47'28" East 667.59 feet; thence North 88°12'32" . to the true point of beginning. ND INCLUDING an easement for utilities over the North 15.00 feet • ND INCLUDING an easement for railroad purposes over the Westerly of. 261.8 square feet more or less. 0 PACIFIC GULF PROPERTIES INC. Loc rid)t•1 14141,r 4, �---- R.I3 INSULATION EXIST. GONG. j—FLOOR SECTION A/A1 SCALE : 1/4".11-0" KEY PLAN Strancier Blvd. \ / J \ A Koll Commerce Center Tract ll • 1 SU`SP. CEILING ®(J' -Q A 1 ACCEPTED Without Comments As Noted to Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:.. //40l By: /- S7 2 TUKWILA FIRE DEPARTMENT, Please call: 575.4407 and give this Job and exact address for shut. down or restoration approval L±i? ..w«.n urn ,rw,.hF!l1Y;.:JRS vi a) c. c a) 0. 0 EX Its NAEHOUSM —o ' O to iu0 z N X U.l 0 114 0, Pk - 041/ 47. t9L/ O 0 0 J 24'_8' SIM. ` 9 0 0 EXISTING CEILING • e TERMINATES AT CEILING GRID r ti EXISTING CEILING EXISTING TRANSFORMER SHEET CONTENTS: SITE PLAN NOTES i 22 11 / Minkler Blvd. 0 9 L, 28 CEILING PLAN SCALE : 1/6"•1'-0" ,E NOV — 2 2001 cam, .r Phase IV 32 SEE DETAILS 140/42 FOR CEILING BRACING REVISIONS NO. DATE DESCRIPTION Phase V 1.I,111 1 1 I FLOOR PLAN SCALE : Ila"•1'-0" - r- t to 110 0.- C C .0 = '- CD.... >, w a) -n a- > -a4 -c , a ) i N v) r _ C r *:>' L_ >,O•75-. A: a> , ca a> .0 +_ - X C i F..,, ) (Uc tD •0 1.) OZ'S N +i -.4. .--;•." VCS U..'L.- CUC:-"I'''' 4)1:1 (itc..:, ,5 7 _ ...Q)"'!„• -y -a = c -- L. _ �� W 0 • • 4 It) oly CO 13, ''Wf W a tP 0 w . c L) 1- o 14.1 . X N 58a) 1-0 0 z 1 WITHOUT COMMENTS. AS' NOTED IN RED • • 0 PER THE ATTACHED LETT9 The drawings affixed hereto have leen reviewed and accepted by the City of 'Tukwila Fire Dept. Additions, deleti9'i or revisions to these drawings after tris date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to fielo- inspectian by a representative of this depa..rtr. _ent • 741.10 rn, ,,, 1., L,,.. __,„-- -: DATE: 5(Z / SNIP i C 111. LF 5, 000 -911 WA?, 40'" O' TUKWILA FIRE DEPARTMENT Please call: 575.4407 and • ive this job 24) No. and ,,xact address for shut - clown or restoration approval. CITY OF TUKWILA 5%5-4407.. $,`.) nS Q o 4r‘s %%///%/// // / �EG�t=I.StJ 1111/011, MOD = extzrN€ . : 1f ,.t %Iptt SUC.PtS.ND ED CG11.1 tv , REmoveG T1i ► ARL:1. _ MoDtr ;C.A'tl ONt Rt.svtp. tc+ 1 MEr14 Ido" ZION CGNST LNC 49z INDv�7-P,Y KWt tts-)(,;cr1'f')7Jh� et-r>G ?E 2Tnt+ " 1593 - 0185 KOt.- t ktiltSte-Y\g•hlrsERvI. . NoB Nh : HYJNPA! tos33 t NDost Pt\wN j24 -‘a DN WIMP ®, BASIC PRO 0 PROTECTION, INC. Contractor & Designer of Automatic Fire Sprinkler 19632 - 70th Ave. So. #2 (206) 872-413; 1 800 477-061; Q 0 N. poo F 13 (7)RS in •- a) -F- o-0 a .- z PURLIN SAMMY SIDWINDER SWG20 TOLCO 3/8 ALL THREAD ROD FIG. 99 TOLCO ADJUSTABLE RING HANGER FIG. 2 SAMMY DETAIL 'S 1 FP -1 SCALE: NONE 0— MT 1 44444. u 7_T, A I I - I - T2 MT MT▪ „,_„ _. o— TT — ---MT!;---7, — H ‘.41 I/ TT —,- 1 F it -H-----1------2/7,-------- 1 A I A 1 A li I I /bl1 I°Mr 1 ---1,,, 1 I a- I.._.._.._... r- �-�- �--r-= , -- --- k OA /' A i A ` PARTIAL FIRE SPRINKLER PLAN SCALE: 1/8" =1i-0" 1112 RESTROOM RESTROOM CLOSET f CLOSET SCOPE: FSI TO ADD PENDENT FIRE SPRINKLERS FOR NEW CEILINGS AND NEW WALLS FOR THE TENANT IMPROVEMENT. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH IS CUT PIPE. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. EXISTING BUILDING PTECTED BY EXISTING OVERHEAD WET SYSTEM. 10. FIRE ALARM BY OTHERS. CONSTRUCTION NOTES: 1. ALL BRANCH LINE DIMENSIONS ARE CENTER TO CENTER. 2. ALL NEW PIPE TO BE DYNA THREAD. 3. ALL HORIZONTAL HANGERS TO BE TYPE S20. 4. ALL NEW FITTINGS TO BE BLACK DUCTILE OR CAST IRON. 5. PIPE SIZE PER ORD. HAZARD PIPE SCHEDULE. 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the. at4eq kof design rests totally with the designer. Addi ns eietions or revisions to these drawings after ;this datewill veld this acceptance and will require a resubmittal of revised drawings for subsequent approval. *Final acceptance is subject to field test and inspection by The Tuktalle Fire Prevention Bureau. Date: /C).'a-� - b3 By: 4k, s-/ TUKWItA FIRE DEPARTMEt ?tease call: 575-440Z and give this job No. C)3 -S -/.2A, and exact address for shut down or restoration approval' OWNER: RREEF W z z w ARCHITECT: David Kahle Architects DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER o PIPE "RISE" PIPE "DROP" PIPE HANGER (SEE CHART) SEISMIC BRACING — HF- - H— FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 9-0 #1 XX HYDRAULIC NODE WELDED PIPE TAG PIPE LENGTH BRANCHLINE NUMBER CENTERLINE OF PIPE TO DECK os' -o" CEILING ELEVATION A.F.F. d9 ELEVATION DATUM ❑THIS SYSTEM THIS SYSTEM is NOT s HYDRAULICALLY DESIGNED HYDRAUUCAU.Y DESIGNED A " TYPE: MFG. MOD. SYM. ORIF. FIN. TEMP. K -FAC. QTY. FLOW TEST STATIC RESIDUAL GPM FLOWING DATE & TIME COACH SCRE.VI \C: -,NE TI..iPEADED ROD EXISTING PENDENT 9 0 EXISTING UPRIGHT 9 0 srup PENDENT VIC V27 • 1/2" BR. 155' 5.6 17 SYSTEM DESIGN `Si REMOTE AREA DENSITY MAX. AREA/HEAD K -FACTOR NOTES: - O TOTAL THIS SHEET 17 frnmyrn Fire Sprinklers WA CU FIRESI*988RJ 14115 16th Street East Sumner, WA 98390 (253), 826-0099 PROJECT: 1083 Industry Drive T.I. Tukwila Commerce Center 1083 Industry Drive Tukwila, WA CONTRACT WITH: Pattison Construction 4078 148th Avenue NE, Bldg. M Redmond, WA 98052- (425)-497-8222 DESIGNER: BAM CONTRACTOR: Pattison Construction DATE: 10-1-03 SCALE: 118"=1'-0" HAZARD: Light Hazard=Ord. Hazard AHJ City of Tukwila OCT 2 0 20Q3 /o JOB # 1088 SHEET # FP -1 of 1