Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PP - 18375 OLYMPIC AVE S - RAINIER INDUSTRIES - PERMITS AND PLANS
18375 OLYMPIC AVE S ASSOCIATED PERMITS D1 6-0266 D09-040 M09-026 18-F-169 09-S-091 18-S-150 08-F-118 09-S-091 08-S-054 98-5-179 87-5-1037 83-5-1020 83-S-054 78-UGW-1036 Plan SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 1, 700 JVU CLA6// Tenant Name: CYi i Y( 1 e r Property Owner's Name: jj q3"7 . 0 5 Mailing Address: l S, 61._)1/4 f% C 1�UG 1v trj 1)14I-41` 1 "� J9 ?g / F State Zip Suite Number: Floor:__ New Tenant? CONTACT PERSON -if there ar questions about the submittal. Name: (AA- yet W/t l � �� 50 2,7 Company Name: e'(`h, I a_ Pa_ Mailing Address: 5C7 V�0wINDUS/ j i 1/C/ "1^)I G -A w A erg / a re awe_ j n / ( City State Zip E-mail Address: r r U.J let-et(��% S' �D�1i Fax Number: �� Contractor's City of Tukwila / NICET III number: Business License number. 5 a 10 1 3 C7c 232_0' City Day Telephone:)C6 5 !�^/?Q, Total number elocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ /� h Scope of Work (please provide detailed information): /4PP Tcv 0 A 9 S��L 100:-mr on '; 'rnW PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR HOI3I7 D AGE�T: i Q Signature: _ �/,,yo4twiceiliP Print Na e: V�K17 //a K{O -7 Day Telephone: Z� G [ 8/22/14 TFD FP Form 8 g7,—,2 7�—Datel Plan Permit App.doc �,011,W CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Submittal Address: 6300 Southcenter Blvd, Suite 209, Tu wila WA 98188 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 7888900130 Site Address: 18375 Olympic Ave S, Tukwila 98188 Suite Number: Floor: Tenant Name: Rainier Powder Coating New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Campbell Real Estate LLC Mailing Address: 18375 Olympic Ave S Tukwila WA 98188 CONTACT PERSON -if there are questions about the submittal. Name: Angie Voelpel City State Zip Day Telephone: 2 5 3- 8 5 7- 2 0 5 6 Company Name: Emerald Fire LLC Mailing Address: 11021 Cramer Rd KPN E-mail Address: angiev@emeraldf irellc . com Total number of new/relocated devices or sprinkler heads: 6 Giq Harbor WA 98329 City State Zip Fax Number: 2 5 3- 8 5 7- 2 312 Valuation of Project (contractor's bid price): $ 5,697.00 Scope of Work (please provide detailed information): Fire Sprinkler TI per NFPA 13 2016 PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signatu Print Name: Angie Voelpel Plan Permit App.doc Date: 07/18/2018 Day Telephone: 2 5 3- 8 5 7- 2 0 5 6 1/2/13 TFD FP Form 8 FROULA ALARMS AUGUST 27 2018 861 INDUSTRY DRIVE TUKWILA WA 206 575 1962 206 920 4335 SCOPE : ADD TWO ADDRESSABLE MONITOR MODULES TO EXISTING HONEYWELL ADDRESSABLE VISTA 100 FIRE ALARM CONTROL PANEL FOR PURPOSE OF MONITORING ONE NEW WATERFLOW AND SUPERVISORY SHUT OFF VALVE AT THE NEW COATINGS "PAINT" BOOTH. NO OTHER WORK OR CHANGES FOR THIS PERMIT. HOWARD WILLIAMSON, SET NICET #82289 FIRE ALARM SYSTEMS LEVEL IV INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER b1 - 0266 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:ii.,04.4/77.04 /<-014-7,v/x1 Sprinklers: Type of Inspection: Address: Suite #: /037. 6.piris Contact Person: Special Instructions: Occupancy Type: Phone No.: (Approved per applicable codes. [-I Corrections required prior to approval. COMMENTS: �C�s 141i s� a -( Avs,,.� . -MS S1ac6Z ,TA es w/ At �ei Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto/ 13 Date: 7 Zo f l IHrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Nloq- 026 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ZtiN/t-i4C5 Sprinklers: Type of Inspection: Address: /9 Suite #: awn ac.„ D,,_ontact Person: ,4-ViD 620".1 U Special Instructions: Occupancy Type: Phone No.: /pproved per applicable codes. Corrections required prior to approval. COMMENTS: TirmPky--- Dle— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 404 jleA %rZ Date: 7g/01 Hrs.: [ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit isA041- 02-(a chi -s ami/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206-575-4407 Project: ,Ni er/— at,s i L Hood & Duct: Type of Inspection: .Pit.,NK1.- Address: Suite # • '_- C2/yn'7PjG /k3 7 , ,},i ,5. Contact Pers ..../.; % �✓ Special -'i a • - : Phone No.: .47A--pproved per applicable codes. nCorrections required prior to approval. COMMENTS: Co tine_ F'oi2. Po tn( cofrn Alv SPkRii 6ou-v1 — D Irl Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 444 mZ Date: 6/z f o7 Hrs.: n $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1 INSPECTION NUMBER ANSPECTION RECORD poet -04 Retain a copy with pe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 2O6-575- Project: leit,�it--).._ =rrvir,r:" Typp of Inspection: Fire Alarm: Address: /0395 Suite #: avi.vpeG !l -v S. Contact Person: —D,h,irW,ov►�,u - ea,K«- – Special Instructions: Occupancy Type: Phone No.: 4zs - 4i8I - IZSS gi---Cpproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: cA iv4sTVO P11...1,t4V-Let -' 31W" Dcs - <1 ooArk -- o rvr444-L. bit, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L 6..111./u4•sy Date: q /95 Hrs.: / $8d.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F..D. Form F.P. 113 1831-5-ctrievv4✓ KING COUNTY ZONE 3 FIRE WATCH FORM vet., �? M FIRE WATCH INSTRUCTIONS D'1 King County 1. Do not reset the alarm if alarm cause is likely a system malfunction. 2. Silence alarm if needed and direct the responsible party to request a service call. 3. Fill out all portions of the Agency Copy. 4. On the Site Copy; a. Fill out the incident number and b. Identify the fire watch frequency c. Circle the appropriate follow-up agency d. Identify which system is out -of -service. 5. Leave the Site copy with the responsible party. 6. Identify the person this form was left with? S - gtz..»' "- 7. If the Fire Watch was declined, identify the name of the individual who declined the fire watch. 8. Was the building secure when you left?A(Yes ❑ No If not, please explain what actions were taken. 9. Post placard if unable to contact a responsible party and/or when notification to building occupants is important. Fire watch placard posted? Y / N 10. Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. 11. Include Agency Copy with your fire incident report. INCIDENT #: 1 !0 ✓ / j REASON FOR FIRE WATCH: FI2' i J Uj' / l*t(/t- Nb5425e-4/Ate. e SYSTEM OUT V.SERVICE: ❑ Sprinkler *Fire Alarm ❑ Monitoring KOther Suppression ❑ Other RESPONDING UNIT/COMPANY OFFICER: 5 -7 Z/ C-Dw -05 BUSINESS NAME: ()at— j &) L4'iT Q/6S !! BUSINESS ADDRESS: 375- 0 t-yivLf'C Ave- g j 10-L.v1l.A - BUSINESS PHONE:. . I –20 V/ ('.t.ZL BUSINESS CONTACT AND PHONE NUMBER: SP\etc-' CONTACT NAME/SIG TURF: Agency Cop — White Site Copy - Yellow Z3FM004A 01!2019 Ull King County Oiatsw444 e Burien/Normandy Park/KCFD#2 FMO u,BurienFire.org, Phone: 206-209-4119 Enumclaw Fire Department/KCFD#28 FireMarshal@Enumclawfire.org King County Fire Marshal's Office FireMarshal@KingCounty.gov Mountain View Fire & Rescue/KCFD#44 Pkramlich@KCFD44.org, Phone: 253-735-0284, 253-569-4211 Port of Seattle Fire@PortSeattle.org Puget Sound Regional Fire Authority FirePrevention@PugetSoundFire.org, Phone: 253-856-4444 Renton Regional Fire Authority FireMarshal@RentonRFA.org South King Fire & Rescue Prevention.Division@SouthKingFire.org, Phone: 253-946-7348 Skyway/KCFD#20 Admin cr KCFD20.org, Phone: 206-772-1430 Tukwila Fire Department FireMarshal@TukwilaWA.gov Valley Regional Fire Authority FireMarshal@VRFA.org, Phone: 253-261-3616 Vashon Island Fire & Rescue Administration@vifr.org, Phone: 206-463-2405 Z3FM002 01/18 183115" art Piw S KING COUNTY ZONE 3 FIRE WATCH FORM INCIDENT# 1, '11 `% Fire protection system maintenance and operation is the responsibility of the property owner or manager. Implementation of the fire watch and system repairs is the responsibility of the owner. kh43Due to the inoperative fire protection system(s) in your facility, you are required to provide a Fire Watch. King County Email paperwork to verify the completion of repair work and/or the restoration of system monitoring. The Fire Watch shall be maintained until the system(s) are operational as determined by the Fire Prevention Bureau. The Fire Watch is required 24 hours a day. Designated employees may serve as the Fire Watch during business hours and while performing their regular job. Fire Watch personnel must be aware of, and accept, the duties of the Fire Watch. After hours Fire Watch personnel must be on location and must patrol the building following the close of business. At the interval checked below they must record the results. ❑ 30 minutes -occupied structure (>1.._ Other 2 SYSTEM OUT OF SERVICE: 0 Sprinkler It Alarm 0 Monitoring( Other Suppression 0 Other 11 TIME AREA(S) TOURED & CHECKED CONDITIONS FOUND FIRE WATCH INITIALS 2:OopM WoaA.sh is nl0 e.1A :.,A F, ,_,, ,( Atic o-. c-rs 3 ;clevio tk,100,J sLao At d /' ers- c i33payk insallo SO ti. eie- r-- 7: 3 o ;Joy D 4a- &i (...----,:i_. i'' 3c (..., Qvt) CA of 4�-.L. 'i) etf j/ - 3DB ,4J oID 5 hots ALL- 6,-0.2 D 614 1. 3 C b.)00ia Sho r 0 L6 6 p 6, 5 ' Ll' vt,e.. ,c4,00 AU-- 0 j`: Thr,. Gvt Ota' 7:lib Arh 1'U'C1U- v >Q i -i, 4e �. 1/40 kiocj$ /9CC t-7oc J73 Agency Copy White Site Copy - Ycllnx Z3F MOO4R 01'2019 o 1 g -5-150 Rainier Powder Coating Booth FP Plan 18375 Olympic Ave S., Tukwila, WA FIRE SPRINKLER PRODUCT SUBMITTAL DATA Emerald Fire 11021 Cramer Road KPN Gig Harbor, WA 98329 Phone: 253-857-2056 — Fax: 253-857-2312 Rainier Powder Coating Booth FP Plan 18375 Olympic Ave S., Tukwila, WA FIRE SPRINKLER PRODUCT SUBMITTAL DATA 1. Tyco TY3211 SR'/2" 155* K=5.6 Chrome Pendent Sprinkler 2. Wheatland Pipe Company Schedule 10 Black Pipe (1 1/4", 2") 3. Wheatland Pipe Company Schedule 40 Black Pipe (1") 4. Victaulic Model 07.01 Grooved Fittings (1 '/4" & 2") 5. Victaulic Style 009N Grooved Rigid Couplings (1 1/4" & 2") 6. Victaulic Style 75 Grooved Flex Coupling (2") 7. Tolco #100 All Thread Rod (3/8") 8. Tolco #200 "Trimline" Adjustable Band Ring Hanger (1", 1 'A" & 2") 9. Tolco #906 Sway Brace Multi -Fastener Adapter 10. Tolco #980 No -Thread Swivel Sway Brace Attachment 11. Sammy Wood Screws Model GST 20 12. Tolco #4A Pipe Clamp 13. Tolco #4L Longitudinal Sway Brace Attachment 14. Victaulic Series 705 Grooved Butterfly Valve (2") 15. Argco Model 65-20-424 1" Ball/Drain Valve 16. Potter VSR-F Waterflow Switch With Retard 17. Brady Id Gate Valve Lockout 13-s- iso Hydraulic Overview Job Number: 218105 Report Description: Ordinary Group II Job Job Number 218105 Design Engineer MIKE HALLENGREN Job Name: RAINIER INDUSTRIES POWDER COATING BOOTH Phone 253-377-6988 FAX Address 1 18375 OLYMPIC AVE. S TUKWILA, WA State Certification/Users. Number EMERAFL980MR Address 2 AHJ Address 3 Job Site/Building System Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 452.53ft2) Most Demanding Sprinkler Date 5.6 K -Factor 25.96 at 21.482 Hose Streams 250.00 Coverage Per Spdnder 129.78ft2 Number Of Sprinklers Calculated 6 System Pressure Demand 49.233 System Flex Deord 161.45 Total Demand 411.45 @ 49.233 Pressure Result +105.796 (68.2%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(goml Static(osil Residual(osil identifier Pressure(psil K-Factor(K) Flow(gom) boisikasi pp ;t` YSgeMR t lIROQ Mlohael Tadd Mallengren 7223-0107-C Level Emerald Flre, L.L.0 EMERAFL98- 7 -17 -Ig it e /�[ 9 I' i it omm®s®stm®® /„o0.mmm m 57 Water Supply 2500.00 250.00 160.000 20.000 RAINER POWDER COATING BOOTH Water Supply at Node 57 (2500.00, 0.00, 160.000, 20.000) - 200 180 Static Pressure 160.000 160 140 120 V1 _ a I 100 N N a 80 60 6 1.45 @ 49.233 411.45 with hose streams 40 00.00 :la 20.000 e �� O P/� 20 0 M1111111111111111111l11I1 11111 Ii11/1111 111111111 111111111 111111111 1, : 050000 2500 3000 3500 4000 4500 5000 Water flow, gpm ,.j 5lig r b '- J, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:51:57AM Page 1 119 Hydraulic Summary 1 Job Number: 218105 Report Description: Ordinary GrouD II Job Job Number 218105 Design Engineer MIKE HALLENGREN Job Name: RAINIER INDUSTRIES POWDER COATING BOOTH State Certification/License Number EMERAFL980MR Address 1 18375 OLYMPIC AVE. S TUKWILA, WA AHJ Address 2 Job SltelBullding Address 3 Drawing Name MINER POWDER COATING BOOTH System Remote Area(s) Most Demanding Sprinlder Data 5.6 K -Factor 25.96 at 21.482 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 452.53ft2) Additional Hose Supplies Node Flow(gam) Number Of Sprinklers Calculated 6 Coverage Per Spdnider 129.78ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Moat Remote Area Total Hose Streams 250.00 System Flaw Demand 161.45 Total Water Required (Including Hose Allowance) 411.45 MaAmum Pressure Unbalance In Loops 0.000 Madmum Velocity Above Ground 15.44 between nodes 52 and 51 Maximum Velocity Under Ground Volume capacity of Wet Pipes 272.93ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual©Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 57 Water Supply 250.00 160.000 20.000 2500.00 155.029 411.45 49.233 105.796 Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site gb, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:51:59AM Page 2 111 Hydraulic Graph Job Number: 218105 Report Description: Ordinary Group II Water Supply at Node 57 200 180 160 -Static Pressure 160.000 140 120 .N a 1100 80 60 30 - 161.45 411.45 @ 49.233 with hose streams 40 - System demand curve 500.00 @ 20.000 20 -rum= 111111 1 11 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 4v00 1000 1500 2000 2500 3000 3500 Water flow, gpm 4000 4500 5000 Hydraulic Graph Water Supply at Node 57 Static: Pressure 160.000 Residual: Pressure 20.000 @ 2500.00 Available Pressure at Tlme of Test 155.029 @ 411.45 System Demme 49.233 @ 161.45 System Demand (Including Hose Alcmene* A Source) 49.233 @ 411.45 6A, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:52:01AM Page 3 119 Node Analysis 1 Job Number: 218105 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 57 0'-0 S 49.233 161.45 200 3'-8% Spr(-21.482) 21.482 25.96 201 11'-6% Spr(-21.849) 21.849 26.18 202 11'-6% Spr(-22.248) 22.248 26.41 203 11'-6% Spr(-22.310) 22.310 26.45 204 11'-6% Spr(-22.608) 22.608 26.63 205 3'-8% Spr(-28.379) 28.379 29.83 50 12'-0 PO(5'-0) 24.209 51 12'-0 PO(5'-0) 24.372 52 12'-0 PO(7'-5%) 27.240 53 7'-0 PO(5'-0) 31.793 54 22'-0 mecT(12'-334) 39.329 55 22'-0 P0(26'-4) 39.539 56 22'-0 E(17'-7%) 39.674 58 12'-0 PO(5'-0) 23.867 59 12'-0 PO(5'-0) 24.303 © M.E.P.CAD, Inc. rJl AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:52:03AM Page 4 ill Hydraulic Analysis Job Number: 218105 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a Route 1 DR 1.0490 25.96 9.64 120 0.210767 17'-0% 13'-0 30'-0% Pf 6.331 Pe -3.604 Pv 200 50 3'-814 17-0 25.96 5.6 21.482 Sprinkler, 24.209 4E(2'-0), PO(5'-0) BL 1.4420 52.13 10.24 120 0.162602 1'-0 1'-0 Pf 0.163 Pe Pv 50 51 12'-0 12'-0 26.18 24.209 Flow (q) from Route 2 24.372 BL 1.4420 78.58 15.44 120 0.347410 0'-10 7-5'/4 8'-3 Pf 2.868 Pe Pv 51 52 12'-0 17-0 26.45 24.372 Flow (q) from Route 4 27.240 PO(7'-5%) CM 2.1570 131.62 11.56 120 0.126930 14'-5% 4'-3% 18'-9'/2 Pf 2.386 Pe 2.168 Pv 52 53 12'-0 7'-0 53.04 27.240 Flow (q) from Route 3 31.793 fE(4'-3%) CM 2.1570 161.45 14.18 120 0.185224 30'-10'/2 44'-11 75'-912 Pf 14.039 Pe -6.503 Pv 53 54 7'-0 22-0 29.83 31.793 Flow (q) from Route 6 39.329 fE(3'-6), T(12.-39/4), 2fE(4'-3%), BV(7'-4'/2), mecT(12'-3'/4) CM 4.2600 161.45 3.63 120 0.00673 4'-10 26'-4 31'-2 Pf 0.210 Pe Pv 54 55 22'-0 22'-0 39.329 39.539 PO(26'-4) CM 6.3570 161.45 1.63 120 0.000959 123'-1% 17'-7%4 140'-9 Pf 0.135 Pe Pv 55 56 22'-0 22'-0 39.539 39.674 E(17'-7%4) FR 6.3570 161.45 1.63 120 0.000959 22-0 27-0 Pf 0.021 Pe 9.538 Pv 56 57 22'-0 0'-0 39.674 49.233 Water Supply 250.00 Hose Allowance At Source 57 411.45 GI Route 2 DR 1.0490 26.18 9.72 120 0.214088 3'-49/4 7'-0 10'-49/4 Pf 2.226 Pe -0.208 Pv 201 58 11'-6'/4 12'-0 26.18 5.6 21.849 Sprinkler, 23.867 E(2'-0), PO(5'-0) BL 1.4420 26.18 5.14 120 0.045458 7'-612 7'-612 Pf 0.342 Pe Pv 58 50 12-0 12'-0 23.867 24.209 w Route 3 DR 1.0490 26.41 9.81 120 0.217701 3'-49/4 7'-0 10'-49/4 Pf 2.264 Pe -0.208 Pv 202 59 11'-614 12'-0 26.41 5.6 22.248 Sprinkler, 24.303 E(2-0), PO(V-0) BL 1.4420 26.41 5.19 120 0.046225 8'-6'/2 8'-612 Pf 0.394 Pe Pv 59 60 12'-0 12'-0 24.303 24.698 BL 1.4420 53.04 10.42 120 0.167887 7'-812 7'-5'/4 15'-1% Pf 2.542 Pe Pv 60 52 12'-0 12'-0 26.63 24.698 Flow (q) from Route 5 27.240 PO(7'-514) GI Route 4 DR 1.0490 26.45 9.82 120 0.218268 3'49/4 7'-0 10'-4% Pf 2.269 Pe -0.208 Pv 203 51 11'-6%4 12-0 26.45 5.6 22.310 Sprinkler, 24.372 E(2'-0), PO(5'-0) v Route 5 DR 1.0490 26.63 9.88 120 0.220962 3'-49/4 7'-0 10'-49/4 Pf 2.297 Pe -0.208 Pv 204 60 11'-6% 12'-0 26.63 5.6 22.608 Sprinkler, 24.698 E(2-0), PO(5'-0) ea Route 6 BL 1.0490 29.83 11.07 120 0.272672 8'-9'/2 9'-0 17'-9% Pf 4.851 Pe -1.436 Pv 205 53 3'-814 7'-0 29.83 5.6 28.379 Sprinkler, 31.793 2E(2'-0), PO(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Actual Inside Diameter 4.87 ( ) = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter (15 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:52:04AM Page 5 111 Hydraulic Analysis Pipe Type Diameter Job Number: 218105 Report Description: Ordinary Group II Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11Y4 Elbow Ee2 22'Y2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap •111 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 7/13/2018 7:52:04AM Page 6 EX.4 • r — 0Mla N MT Ordinary Group II.0.200gpm/ft2 for 1500.00ft2 FIRE PROTECTION PLAN Sprinkler Legend Sy bol Manufacturer SIN ModelQuentityiK-Factor 1 Type Size Response i __ 59 ..—_. 202 2 TYCO TY3211 ,,`-7 a 5896nd.n, Valve, G -G Butterfly I . I Chrome 155`F Waterflow Detector 1 21-81 t.. No — MI / ... COAG/ n B"TH 0 9r .• 0 203 • n L' it j'il N MT Ordinary Group II.0.200gpm/ft2 for 1500.00ft2 FIRE PROTECTION PLAN Sprinkler Legend Sy bol Manufacturer SIN ModelQuentityiK-Factor 1 Type Size Response Finish (Temperature 2 TYCO TY3211 TY.L a 5896nd.n, Valve, G -G Butterfly M Standard Chrome 155`F Waterflow Detector 1 50561 v 6 LATERAL AND LONGITUDINAL SWAY BRACE DETAILS 147.4• TH90008 BOLT TOLCO FIG. 908 SWAY BRACE MULTI FASTENER ADAPTER t• BLACK STEEL PIPE (SCHED 40)x/ 1.15'X114' THROUGH (LENGTH NOT TO EXCEED 7'-0") BOLT BEAM TOLCO FIG dA PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 990 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. SPRINKLER PIPE LATERAL BRACING FOR MAINS UP TO 4" 14'X4' THROUGH BOLT TOLCO FIG. 906 SWAY BRACE MULTI FASTENER ADAPTER 1' BLACK STEEL PIPE (SCHED. 40)_ (LENGTH NOT TO EXCEED 7-0") TOLCO FIG 4L PIPE CLAMP FOR SWAY BRACING BEAM ',MSS" THROUGH BOLT TOLCO FIG 980 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. SPRINKLER PIPE LONGITUDINAL BRACE FOR MAINS UP TO 4" SEISMIC BRACING DETAILS NTS 4X2 r. FROM EXISTING SYSTEM EXHAUST FILTER BAY PROTECTED BY PENDENT SPRINKLER -I DETCOtLNE« I DETAIL L. -CM 3T _. i Li U NATION O j w}10 a SYMBOLS LEGEND: • — — EXISTING SPRINKLER PIPE — NEW SPRINKLER PIPE + LONGITUDINAL SEISMIC BRACE LATERAL SEISMIC BRACE PIPE HANGER HANGER NO 14W SAMMY SCREW AND ROD Srn,. 1 Ai e -4L bF INDYQ! CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016 2. EXISTING SYSTEM IS AWET SYSTEM IN A FULLY PROTECTED AND EXISTING BUILDING. 3. SYSTEM DESIGN IS ORDINARY HAZARD GROUP 2 PER NFPA 13 22.4.1.2 AND NFPA 33 9.42. 4. MAXIMUM SPRINKLER SPACING IN POWDER COATING BOOTH IS 130 SQ.FT. 5. EXHAUST FILTER BAYS ON EACH SIDE OF BOOTH PROTECTED BY PENDENT SPRINKLERS. 6. CONTROL VALVE SHALL HAVE A LOCK OUT T"te- swt1� VALVE COVER. 7. BOOTH IS FOR POWDER COATING ONLY. NO SPRAYING OF FLAMMABLE LIQUIDS. SPRINKLER PIPE i 0 HANGER DETAILS NTS FROM EXISTING TO SYSTEM SYSTEM ADDITION TO PENDENT IN FILTER BAY UNISTRUT PIPE CLAMP TOP OF BOOTH Parts Legend Key Note Size Description Quantity 1 1 Valve, T -T Ball 1 2 2 Grooved Flexible Coupling 2 3 2 Valve, G -G Butterfly 1 4 2 x 115 Waterflow Detector 1 O CONNECTION DETAIL NTS Ia43TRUT r_ I rey.:J5.%FA f rev, %• ACCEPTED ❑ WItho:,r Comrnen,iir As Notes in Reg ❑ Per 71.€ eched Letter These plans hate ra- -oo5wed by The Tukwilt, Fre rr-...,fp0n Burea.1 m• t ,nrnrrns,m w45 amen City ••..'.:tafUe. ACC5pI.1. . .1p+n ; tts &Mt%ane tIni:s1nns whkr n .. ., ro,alMns or adopted m-.-nart:s and c,.,,,.•..•. ' a:sbthty rot the enuacy OF 009* •,,....au, •aa� 5T.r 50519095. *MEANS atter :..^.:S 0536 _ -.K 'Elvin,a re„1bNtm. e' -m , . .-,.e appr009l, 1°IPdi aeceuta 1096 :.010. w e„, Eno nlspecton by. The Tukwila Flre 0. e.nL.•. .re -� Date: A- 7-I d FIRE DE-PA/UMW ;eme 2*) 206-575-4407 and warms fire Permit No. : ) EN: laver adorer Ibr Mut, �:KAt Or 1t1WOra90f1 approval. ,, EXISTING 6” SYSTEM RISER. NO WORK TO EXISTING SYSTEM RISER. SYSTEM DEMAND AT BASE OF RISER: 155.39 GPM a 39.84 PSI PLUS 250 GPM HOSE ALLOWANCE 150 PSI AVAILABLE EXISTING FULLY SPRINKLERED WAREHOUSE Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group II DENSITY 0.200gpm/R' for 1500.009' (Actual 452 5355') TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 6 K -FACTOR 5 6 BASE of RISER (ppm) 411 45 BASE of RISER (psi) 49.233 SAFETY MARGIN (psi) .105 796 (68.2%) EXISTING FULLY SPRINKLERED WAREHOUSE 5< O MAIN ROUTING DETAIL SCALE. 1'.104' PAID !+, 27 2018 PAID JUN 24 2tlt TUKWILA FIRE TuKWILAFIRE I am MIdMN TtlddTodd NeMttm 7223.01074 Lent Emerald FI% LLC. EMr9tAFL960 rn fA CC Waz„ WY� 1L a N p �i3 Zmoval ¢ m W k -'1.1g LU iT. 5 :tau REVISIONS: 10(10X40( 3 FIRE SPRINKLER PLAN, NOTES, & DETAILS 0611589 ADMAN 7/12/18 218105 SHEET NO FP1 CC .2oV Olympic Avenue S 43'-4" 31'-4" 12'-0" 226' 6" ............. Illi.1111 5s1 5r. FRCP —I REMOVE O Ramp Gees Ge 0 %armed Fenced Area Gate Existing Fenced Area File Name: Site Plan n 3 _ Scale: 32 - 11-0" 180' - 0" PROPOSED MODIFICATIONS Proloels: 1. Build loading dock outside the existing roll -up door. 2. Remove wall from the northem most support column to the north exterior wall and remove unused wires and conduits. 3. Demo the existing compressor room. 4. Widen the entrance to the parking lot by 12 -feet on the Olympic Ave entrance. Move the curbing north towards the property line so the opening to the driveway is —43' - 4" wide. Rainier: 5. Install a 6' chain-link fence with security wire and gates around the parking spaces along the east edge of the parking lot. 6. Install a new compressor and air tank along the north wall. SLA (2—/12 13 ADD Th'O Ma Dv s CUAil.)J (-5 1 0-r 4 EA cl2 Sheet Index Page Description Revision Date P1.00 Site Plan 11/1/2017 P2.00 Plot Plan - Downstairs 11/1/2017 P3.00 Plot Plan - Upstairs 11/1/2017 RAINIER Rn sthes, Ltd 18375CippicAve.S. Tukhia,WA %188 800-869-7162 Toll Free 425-251-1800 Phone 425-251-5065 Fax www.rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED ISO 14001: EMS - REGISTERED Revisions: 2 FLOOR PLANS Changes 2017-11-01 Revision Date SCOTT C Sales Person GLACIER BUILDING Job Name NEW BUILDING RI Work Order Number SITE PLAN Drawing Tide IAN M Drawn By BRUCE B Project Manager 11/1/2017 Issue Date / By P1.00 Sheet Number 4Leel—Rio-5 40.):7 jff Withou, 0 As Note() 0 Per The ;.?.tter These plans have beer. reviewed Tuk+A6h Fre Prevention Burezi,.! fo!. corforroarc;- curreri: City standards. ACCeOCTI-r.-.: omissions wnich ,::depted standards ana r the adequacy of cieso,7i- zdt-aUvv1u, Additions, 6,.zietiori, .-4isons to awu ft: this date wio void tr ,)cceptancc and wol .-equirp a resubmittai ;.")77A/ingS 5..os€1.co,ent pprovi Final acceptancc suoject to field test ano inspection by The Tukwila Fire r'i-evention Bureau. Date: Er - -(g Bv: IJKWILA FIRE DEPARTMENT ;ease ca N 206-575-4407 and V2 um Fife Permit No. IF F-10 r11 c<ct address for shut- .:Jvviri or restoration approval. FROM EXISTING SYSTEM EXHAUST FILTER BAY PROTECTED BY PENDENT SPRINKLER SEE CONN_ EC DETAIL EXISTING 6" l� SYSTEM RISER. NO WORK TO EXISTING SYSTEM RISER. SIDE ELEVATION SYMBOLS LEGEND: — -�-" EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE -1- LONGITUDINAL SEISMIC BRACE e---- LATERAL SEISMIC BRACE PIPE HANGER Ordinary Group II•0.200gpm/ft2 for 1500.00ft2 FIRE PROTECTION PLAN SYSTEM DEMAND AT BASE OF RISER: 155.39 GPM a 39.84 PSI PLUS 250 GPM HOSE ALLOWANCE 160 PSI AVAILABLE CONSTRUCTION NOTES: 1. ALL WORK PER NFPA 13 2016 2. EXISTING SYSTEM IS A WET SYSTEM IN A FULLY PROTECTED AND EXISTING BUILDING. 3. SYSTEM DESIGN IS ORDINARY. HAZARD GROUP 2 PER NFPA 13 22.4.1.2. AND NFPA33 9.4.2. 4. MAXIMUM SPRINKLER SPACING IN POWDER COATING BOOTH IS 130 SQ.FT. 5. EXHAUST FILTER BAYS ON EACH SIDE OF BOOTH PROTECTED BY PENDENT SPRINKLERS. • 6. CONTROL VALVE SHALL HAVE A LOCK OUT TGh sw:�'- yrs /gam Pi"`"" �v`'``", VALVE COVER. 7. BOOTH IS FOR POWDER COATING ONLY. NO SPRAYING OF FLAMMABLE LIQUIDS. EXISTING FULLY SPRINKLERED WAREHOUSE Sprinkler Legend Symbol Manufacturer SIN Model Quantity K -Factor Type Size Response Finish Temperature O TYCO TY3211 TY -L 6 5.6 Pendent '/2 Standard Chrome 155'F � t-�saa 1- 44 CGATiNG F-. BgdT 4 Total = 6 - ia2 r'' REVISIONS: UNISTRUT PIPE CLAMP )0000XX SPRINKLER PIPE. EXISTING FULLY SPRINKLERED WAREHOUSE LATERAL AND LONGITUDINAL SWAY BR-4CE DETAILS UNISTRUT TOP OF BOOTH '/2"X4" THROUGH BOLT TOLCO FIG. 906 SWAY BRACE MULTI \� FASTENER ADAPTER HANGER DETAILS 1" BLACK STEEL PIPE (SCHED. (LENGTH NOT TO EXCEED 7'-0") TOLCO FIG. 980 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. SPRINKLER PIPE FROM EXISTING TO SYSTEM SYSTEM \ ADDITION O Wit iOUt Comments As Note n Re4 El Per The ActaCfled Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance. WTtfl current City standards. Accept: fCe is subject U., errors and omissions which oo not authorize latiofs of adopted st°ir,�nceS The responsibility tor the adequacy cy and c:,q:) rests totally with the iesigner. adequacy of des o= Additions, di•'et1oi.s c, revisions to these drawings after this date will void this acceptance and Oil require quirearoval. resubmittal of revised drawings for subset uent Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date• -�^ By' EXXran-4aa LATERAL BRACING FOR MAINS UP TO 4" 1/2"X4" THROUGH BOLT TO PENDENT IN FILTER BAY TOLCO FIG. 906 SWAY BRACE MULTI FASTENER ADAPTER Y2'X1Yz" THROUGH BOLT 1" BLACK STEEL PIPE (SCHED. (LENGTH NOT TO EXCEED 7'-0") TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 980 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. 7UXWILA FIRE DEPARTMENT -=lease call 206-575-4407 and :;ire this Fire Permit No. 1(6.-5_I nd exact address for shut- down or resin approval. 205 N_1b4X2 PAT Ordrnary Group II.O 200gpm/ft2 fo 1500.00ft2 MAIN ROUTING DETAIL SCALE: 1"=11Y-1:1" SPRINKLER PIPE LONGITUDINAL BRACE FOR MAINS UP TO 4" SEISMIC BRACING DETAILS Parts Legend r Size Description Quantity 1 1 Valve, T T Ball 1 2 2 Grooved Flexible Coupling 2 3 2 Valve, G -G Butterfly X60 _ 0 4 2 x 11 Vvaterflow Detector 1 HI1y fi � t-�saa 1- 44 CGATiNG F-. BgdT 4 9'AN - ia2 r'' . r — — ' - -1 — $l 205 N_1b4X2 PAT Ordrnary Group II.O 200gpm/ft2 fo 1500.00ft2 MAIN ROUTING DETAIL SCALE: 1"=11Y-1:1" SPRINKLER PIPE LONGITUDINAL BRACE FOR MAINS UP TO 4" SEISMIC BRACING DETAILS Parts Legend Key Note Size Description Quantity 1 1 Valve, T T Ball 1 2 2 Grooved Flexible Coupling 2 3 2 Valve, G -G Butterfly 1 4 2 x 11 Vvaterflow Detector 1 CONNECTION DETAIL Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group II DENSITY 0.200gpm/ft2 for 1500.00ft2 (Actual 452.53ft2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 6 K -FACTOR 5.6 BASE of RISER (gpm) 411.45 BASE of RISER (psi) 49.233 SAFETY MARGIN (psi) +105.796 (68.2%) J w oA v I w 1- 0 z Z J J z 0 U) w LL PAID JUN 20 2018 TUKWILA FIRE -77(81' g.2er0 WASHINGTON STATE y FIRE PROTECTION OF SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL980 DRAWN BY: AD/MH DATE: 7/12/18 JOB #: 7-17-18 218105 Signature Expires 12/31t1 SHEET NO: 18375 OLYMPIC AVE S 08-F-118 09-S-091 08-S-054 98-5-179 ASSOCIATED PERMITS 87-5-1037 83-5-1020 83-S-054 78-UGW-1036 ACCEPTED Without Comments As Noted in Red Per The Attached Letter These pians 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. .duitions, 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: 772-(7f By: a.(66. Z m v O Z 3 W 4 I9 -7.2 • • NO a0 0 18375 OLYMPIC AVE S 98-S-179 a;-1 19 INV N I. Ul - --55--6: LE -GSD 5 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9g-.5 /7 and exact address for shut. down or restoration ap,,rovall. • ..1./fir. EX ISTI IJG OPE ►JEW PIPE- L- I GI-11- IPELIGHT HXTU12E- Nem/ 8' MALL gCx3F 1-iT. CMU W,&LL (Eu tST I JC -r) FILE IN@TggTFET JUL 1 1902 11 MIRRORS SPRINKLER SYMBOL DESCREMON 1 IRE NOEL WOE 1101 eiu 114100 TOM • LY YIKNk� alekt 1794D X55° 5.5 SOME SPOKANE LCAITADI 1KINGL ARE MORMON OONTIMAITOITS 1.10111111 WA. 110101110 NT K MMS MR EMMA WONG AUTOMATIC MIIMCLER COMPANY MK MET A11 U* MOUTH HON MAWS MATTLA, WA. OOW PAX: NOW S 4$10 Tuyv.1II Q. F D Taal 'mem mom M-Ims mar 2 1t, PROJECT SOU 1,1 D F LW & CDV Et211.1G 1$375 OLYMPIC. A.VM 5. 'R)�W ILA , \.A n. 95186 ADb t 't"EC-1104 t FO p.tENt./ TYz.a t 1.1 t MG( tz-0014t D ow •141-E.• 0 o710 wvag5 11. OF 19, WELD TABLE LATTICE BANDER 3114511 RATE Nil RINI 11000 DESK 51000 P,1. R1 CIRCUIT.3 1 I.'01I1 IME 0414) 1IAC4 111 A TA111 IV A1;N 51NG I OF TABLE FORSTROM 002 -50 -IF SIGNTECH HEAT TRANSFER P.9. B1 CIRCUIT 01411441 ASSEMBLY LATTICE TABLE RING 2004 TABLE DURST 351 111.41111 1. TABLE TABLE LARGEST MATER Al SHOWN HERE AT 164LUSLK 16A141 1,,1,, 1151T05 BENCH 1 511111141 RACK LARGEST MATERIAL SHOWN HERE AT 16' LONG RING INA4 TABLE RING 40F4 TABLE U 1 5115'111 N5.1 1551501401, 1.0 NED AND UP,LI �1DItf^B1 AND 11 /1'.111 E91'5111 ICI. NEW 05056 UNLOAD AME DOOR *000 WOR/014 BERN 3013 OLIIIlp TA61E C0ROM Mi. 454 A SIDED PLANER SAVER TIME 155511 S4 ITARBUCK1 TABLE BAIR TABLE RCLUNO TABLE 14119 DOOR WOOD WCR5IN0 BENCH 3013 SR ID 511/1/505 IAELE ILII'I ROLUNO TABU NEluml nel 19.110195 N nn ROUTERI 010 1II.A 1.'A I 1115111/ CNC ROUTERS FUTURE ..1 1 511IIN111',501 451.1 e1 .1 '9' LDUEI'.N4 P.B. 02 CIRCUIT 02 TPA 011 ICNO COMPVIER TRBAH AI WORNBTATON III,„rear, 4949, YI,1,,,,,,,,,.Y, 9i,.e.. „ /,,,,,,,,,,,,,C 1111, I vY/ /i/ii/� ver/ r .. yy.� 7:)9'9'' D LMDUTIR . LI11 / I CI'YN�IPM5NTw C5l HMtI,I1 II E,I' % EIPCTRICIORNRPAR5INO SPOT WTI NA U;R1 11000 TYPE 90 DESK FIAB 002 -49 -IF TYPE 55 DESK • 11,'; 1l' II 111,' TABLE TABLE TABLE (9)32"x50" (10) 32"POSTS — EZUP RACKS (9) 50" SFr -BEAM CONTROL AREA CEI 002 -48 -FE (6) 481POSTS (4)135” SET -BEAM 611 TABLE (4) 4811x135"— CONTROL AREA •VERHEAD DOOR 17x12' '191.1 AIR HOLDING TANK rA.CF. CIRCUIT 01 FICE .ry I WWI 1 91111111119,19 1 PO R VINISIIf'tl MGP TAf 11ST'URAUEI TABLE CART COASTER 1 I0:41'I' TANI f' 1.10140 TAR r 1 TABLE TABLE TABLE 0 511 r:7 4th*ING TABLE P 9.51 CIRCUITBI„ Am mow, TABLE Au) TABLE 15, T11,I I 1TER111111111 • I_EC. ROOM FILE ROOM OFFICE TABLE OFFICE TABLE ====:(4=:: 5111 D12 D11 D10 D9 D8 D7 OFFICE 11000 Down from 2040 Floor Am1Y.9999999919919 Up I5 200 Floor 30 TOTAL OFFICE V OFFICE V OFFICE 1491951 1, CUT EXIST, %/rICRF.TE WALL DELIVERY PARKING 34 TOTAL kW) ltemois toiwit4CA.Prr0--- 4. aD1CA'I tCo (,% iS �jvl -D (- Aub1,. ltP W C 1( �lDAA OLYMPIC AVE. S OLYMPIC AVE. S DATE: 04-04-2008 DRAWN BY: M. McIIwain1 l 837 u wila, lc ".venue S. OH98188 in NOTICE A oompleted,signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re4nspection Fee and terminayon of the testing. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsDreauest ci tukwila wa us to schedule your inspections a minimum of 48 hours in advance of the date you rwant.an .inspection. 11 1 ACCEPTED Wthout Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted standards and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these, drawings atter 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: 12 o By- 4WWL &AA f S t2 i 0 ruKwILA FIRE DEPARTMEN L ada MAMA All l * , 4 1 MuY gi ca1IiisW:015-440/4fied ►'��. give thjob ani exact address fors down or restoration approval: WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: SHANNON WOODMAN email: swoodman©washingtonalarm.com 114 18375 OLYMPIC AVE S 08-F-118 PAID Tukwila Fire REMOVABLE t`:Ait %i 1 6 ti'f 9CI A - FOR nR . 3 PERSON OFFICE Xi� 1 i 1vE e- �:-- --i --- -1 1- Rom, i 110CD Up from FACP on 1st floor 110CD 110CD Down to 1st floor 00 h iI FIL II NEW U/L CAB. W/ SS SINK RESTROOM II Up from Smokes on 1st floor Q \ PROVIDE ENCLOSURE -FOR ROOF ACCESS LADDER. OFFICE ti j 0 (OFFICE I 11 I OFFICE OFFIC CONFI Roots 11 110CD Ea F.A.C.P. CIRCUIT #2 CONF.ROOM OFFICE CD d 110CD J L, OFFICE OFFICE ij Ii SCALE IS 1/8" = DAT o __ o DRAW\ 04-04-008 By: N. Vc W n 1 RA 8J/b W a9 R 0 y as 7Th/Th Th DS p R c Ave 8 g on 9 S G A B C D E F G DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) Rainier Industries CONTROL PANEL AND MODULES 0 0 Silent Knight Control Panel 5700 1 0.2 0.2 0.325 0.325 Silent Knight Annunciator 5235 1 0.03 0.03 0.05 0.05 0 0 Battery 12 VOLTS NP7-12 2 0 0 0 - 0 0 0 0 0 0 - 0 - 0 0 INITIATING DEVICES - . Smoke Detector SD505 3 0.00055 0.005 0.0005 0.0015 Manual Pull Stations SD500 13 0.00055 0.00715 0.005 0.065 Heat Detector 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe 13 0.202 2.626 Horn/Strobe Combination 6 0.212 1.272 Bell 1 0.111 0.111 0 0 0 0 Sum Column For Standby Load (Amps) 0.242 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 5.812 (G) Sum Column For Alarm Load (Amps) 4.451 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.576 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE - HOURS PROVIDED 5.812 0.5756 6.387 1.3 8.303 24AH WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: SHANNON WOODMAN email: swoodman©washingtonalarm.com O % 5 P TORS TE ST3 "It) 114 t } 7-tc` 7 -IC" lag � I EPA. r _ 7--e z 14 a 4- �-: 7 -ICL 1-4i 7-t Z 7-t�4, 7 -lam j l{ .13 Est . 7-f `-t 7.1 0-4 --- _--•,r �-- �w,� - r4- £-i'L 2t )04\--F YES -ow-) a t n -rte) t. :z �-Z Z qtr -6 -1r L 7 -tom . •�; 7-/04 - \!% ;�' �' k •ti \ /474- t 14- r J l t _ z 0 \-/-\(WHITE) L '- 3 s s 174 fir -4 r ...1-1- - °- 2 i 1 7-t PG , I o 4-k 1'a 7-1C1. y � s )-1 1 ?-I 7-101. c'--13-4,='?i yu\,-c 4 0R ,a) i 7-1(1_ ! 1 2 - 7 } `� Z 1Z } .,.. =7-''1 z 5-1f r1-4 1 - ,7-t �t � ,C-1, _ `J (J - - ` 3 %F� i ti '- --/--1/ Z ?- Z :”; 14--t7-fo� - 7-iM r'i . fl 7-4.=a -rc� 0 o ' .r fes': --+41, , lir. 7 -to,: XM - tb C GRzaw - , - s 4,4644•444-44.44444.- Z u3 4 S ': art - sr a =t _ -' } i 47') . 1 ; 44.• } rpc.7 1 a APPROVD reviewed and accepted as maeting or *needing minimum rain; -.1s !lents of the City Of Tukwila Fire Dept., Utireau of Rre Prevention. Additions or revr.;iarm to these 'drawings after this data shall not be construed as beirg approved or r *.iewe ge- gl 1 ` t * ' 44 if! •) ui =+ 7 4 443 4440 r 4 1 t V 14 0.4 4 PC tti 4.4 4444 -r tit 1 14 cc a 1 .13 PC tr tor - 1 2- - result. 111 wag 4.4 11. zge 14, 41. Pc t 4-44.4 .41444 fi ei gg- gta 144.4.4- .444...014444414.4•444 04 4.7 trftt 4 CITY OF TUK- A BUREAU OF FIRE PREVENTION FIRE DEPARTMENT TO OE CONTACTII TO WITNESS THE FOLLOWING TESTS: 3. gIrci: i'40111 Flutist 5. Drt Yalta Trip Test TUNA FIRE DEPARTUENT 575-4404 tn HoSE RR cier5 -PEA oRa *730 P.O. BOX 1266 852-6400 PATE 'ON ot 4. contract no. S 37 _f t 4 • • z—_ — 6-0 cr- a (•76-- 4 - • 12 --- 'I -L z- — tr / `fib 6` I } — ft MY`" KEY / rt — — tt phis /41/5 T 96 kfillrlliAl fr- OF Fitlisti a r 5 e 6-ffeoe. 0 - APPROVED The drawings a -nixed hereto have been reviewed and accepted at meeting or exceeding minimum requitements of thei City of Tukwila Fire Dept, Bureau of Fire , Preveation. Additions or revisions to these drawings after this date shall not be construed as being approved or review CITY OF TU LA BUREAU OF FIRE PREVENTION FIRE IEPAITIENT TO OE CONTACTED /I WITNESS THE FOUOWINO TESTS: Undorgrouni Visual loveably 2. Ontaigreund Flushing 4. Overhead Hyrdrostatie - 5. Dry Valve Trip Test TUKWILA FIRE DEPARTMENT 57574404 - • •1 APPROVED BY — WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. NOV 1 0 1978 As meeting requirements of this Bureau for classification as sprinklered, however, system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon. finished Installation subject to inspection for final acceptance. All comments, approvals and acceptances relate exclusively to relative _ effect of various -conditions upon fire insurance rates They are not to _ be construed as bearing in any way upon the quF.stron of whether "due care" has been exercised with respect to possible liability for personsi injury or damage to property - It is recognized that Pszarcts which may result in toss still ovict _ — • eireepit FIRE PROTECTION CO. I_ 4 IT DATE DATE DR fa CICO, contract TITLE — I J. (41 dram L EXIST 1'2.4 MAN I ._..I s ,5: A ^-4--- �rY• DR/1,Li i�jtJ ..- = .. PLA'N.1 tt3'_ 4:2)YLMT IC AVE Sc N Cr'/ C "i":.1 K. APPR4VED ` AS s:3 T D The drarrirgs af;i,.ad h.re.o have been reviewed and accept�i as meeting or exceeding n.1nimum req Icroarit3 of the City of Tuk:vila Fie ©, . , rcaa of Fire Prevention. A.id}tlons or re.lal.ris to tn353 drawings after this dab shall not bo construed as being apptsvea or ,viewed. JUL 2 5 1978 CITY OF TUKWILA BUREAU OF FIRE PREVENTION foil. woola�16'�t1l6 iES1S: is 1tkts 1tEana9 Y3s�+a >tie �, �,net� laspecti N, ►;,,jystatic 2., ilttergir.r� ost " ,� �t;tr,1 a. to..8t� ir.;i l Ustly, 1i"r 4, € att sal p i list 575-4404 7 5 _4 4 04 r -x- "". L. TY P. SP1G}G T LCA -1-101 (a) 4"C." » 1 R r v j T'" ,` -i L— c) l s5` f o r 2 /)0✓ r5 c'%ass 52 PIT TZ) F.T f111_ 18375 OLYMPIC AVE S 78-UGW-1036 APPROVED WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. JUL 1 01978 As meeting requirements of this Bureau for classification as spnnkleredt however, system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Finished installation subject to inspection for final acceptance. All comments approvals and acceptances relate exclusively to relative effect of various cond}tionc upon fire insurance rates They are not% be constrep,1 a-. bet, n: in any way upon the questron of whether' dtas care" has beer exercised with respect to possible Iiabrhty for perR1 injury or damage to property It ►s'recognreed thetlhazards'whith`Itray resent to Ines -OM vixwt eireofat -d FIRE 'PROTECTION CO. P.O. BOX 1266 852-6400 Kent, Wash. FARWEST GARMENTS H G c f9AyAr 3 �c2 REVISIONS S, OATS O TE UL '7 5 R w cap i -4 contract no. TITLE NUL' - • NO FPC of Dov✓/./ To J oLJ !moo/NT 0 RAW u u EXIST 6<, ro HYDRANT \4E51- WALL O F WAREHOUSE q-4 0 • 4-4 LI I'!z 4-4 -a -fo D 9-4 u I Z'-3" G -c 2� CVERAJ-. RFK .&EN6711= 17/ =6" STORAGE RACKS SEE LINE HAN6ER DETAIL C -r ->p) 1'/4" 9-4 9-4 u -1 I'/z" - 1'/L Qe q-4 ■ I Vii' O 4 q 4 q-4 O q-4 111 F I" 1%4" N Ivz" IYziv , We" ' 11/e" q-4 cf-4 1Y4" 94 1" -toy. 04 =W oz_ QJ 0 -- M 0 4" S ■ EXI5T S' To v/aw6 2 -NEW 6x4 Vic. MECH. T' To (LACK SFRIN KLER5 sr. 6' To HYD RA'v - - SPRINKLERS Al BOTTOM Row OF RACKS ONLY - w11 N HEAD G AU Rim' 6no5 e"�•se° e�tiyr�c�' �l p\� ,� o ea '� ,Ace Q° c.c°5 bee �$e t° \St bes(e os dams � `L. - SECTION A -A (f 5J Ye°=►'ou ■ 9-4 ■ 9-4 ■ q -4 0 ■ q-4 ■ 9-4 ■ 9-4- =C • • SEE UNE HmN6E r r#IL Cryo) The VIEVEU drawings rev' a not reviewed. The presence hereto Imply The prose Ce oft have been installationapprovfor construction or 3-2s- _K3 crrY OF ��/�` CJ OFF T U �1 L,r. BUREA rRE PREVENTION • E 0011111ED1 1D BE MUMS 10 IIIIIIESS TOE MAIM 1. UshtEnuui lis121 iastatlea' 1. Odorous* 3. Wecr 4. ruby dcsstal t Ito FoQin 124.11;iip 6 GArp-G� to h �G/f"�� �h1S L S tare" ke.fo 1'1. rti ��j — s W lei 7 N fo s o�q y� 7(42 k ?hover ff- frc» ttie- ici! Stu MO EIRE iliPkitIala P-PPro q / w;/) ,be_ ,3;1-41 04/ 7 e -eA1.5-1-113 -,41;0.1,-/Pi 2-44 O \ S o ' S S f -e vo r- 7 W5R5 to Prov -4 c e-Sj n1 BRUNING 53398 TIE NEW ALATLM /NT° NEW 8" CENT RAL - MoD .'F• ALARM VA LV E F I E W B" KEN Nay WALL POST 701 )( INDICATOR VALVE Ex!ST. 8<' VIC COOPLI NE( 3' -O =11 REMOVE EXISTING 8" O.S- Y INSTALL NEW WELD PCA` I - • A -F F- + 7r -1 • EXIST RISERS TO \-.IAREHOUS SPRINKLERS _ t RISER DETAIL NOTES REMOVE EXIST 8<'O.S0Y,ADD NEW PIPING, WALL POSTINDICATOR VALVE 4 NEW ALARM VALVE, THIS NEW SYSTEM \,TILL CONTROL_ EXIT. HYDRANT ON WEST SIDE OF ELG. ANd NEW RACK SPRINKLERS_ RISER DETAIL - A -A 1/,"-I, O.. CO?MaE-4- FIrJ. FLOOR oma. _ - -_ ATTAC14 PIPE To UN!STRUT us,/JG U-eoLTS NEW UNISrRuT AYr, NED To Riau. ufRIGttT5 (2- ryP) RELOCATED FRE HOSE CA8- EXIST. RACK UPRIGHTS r 3RANCH 1Y? 9-4 u n RACK Li PR P& H TS u 9 -4 1" q4 n _ In O Io RACI{ LINE HANGER DETAIL N.T.S. REMOVE ExtLT PiPm/6 FRoM HOSE C -e. To EXIST IY4' 9o' EXIST COLM•IL 4x9r3-- 1" u u 11/4 • I'IL` 9-4 4-4 q -4 d^ 9-4 b I %4" 9 9-4 b n 9-1 u 9-4 Q 172," I YL I'/z' I'/z' 9-4 b 9-4 n I%z ^� —c CJVERALt lZRi� 1E14GT71 = 17/ - 6 5 SC III _1 IvLS RACK NOTES `• to MAKE TWO 6x4 SADDLE TIE- IN5 (:)N G' DROP TO HYDRANT`INE Tit -/N F*k EACH k& 2. HANG 3" AND 4" MAINS \,J►TH TRAPEZE HANGERS SPANiNG TI4fZ I-XISTING T150 3bIST. HANG 311 pRoP MAINS USING UNISTRUT, E;OLTED TO RACK U PR1Ci H T'S, AND U -BOLTS. 3. S:E1= -I-I Aft' GL-< DETAIL FOR BRANCH LINES_ 4. EARTHQUAKE BRACINE( PER NFPA I3. S- �LL PACK SPRINKL1=R HEA05 REQUIRE HG GUAK0S . 6. HAN. HEAD SPAC IN n TO EE 100 • `t. RACK BRANCH t-►NC1 " ABvvE: F/N. F/oc,R. 13. (f114:N 6 " 5C-L.oW BOT OF EXIST TTso ToI STS 1 cstioe.T sreAP ov6R LANE RPE ZX4 ON PLyi✓oxD - D E.GK N LI -T'/7. 4 -T1t.. 0 I - iPad _.P LIC—_ EXIST 0" MAIN &i/e' Pw6 I74X NOTE T/E /ALTO ToP OF EX/ST US/AIC 8 x 2 '/L 49 2.o �- (SEE DETA 1t') EXIST '3" MA'Al (A60VE) NEW FLAMMABLE STORAGE RooM ;9J t 1-71 - 1 '* 1 PJb . 5Tp RHO E 11 NO1'E d RE LoC/TE FIRE Hoc E CAB. FROMt WEST SIDE O1=CoLM- To So LITH LAID oF RACK. APRox. 3'-Q" FROM c_ of COLM.' BACK OF HOSE CHB To Sou rtt FACE o Co l -M . = at -i" FIN. F/oiR (RELOCATE FIRE HOSE CA8. rV.T.S. - -I CO LM. C-1 • NIP • A !o EXISTING A 11'9 jZAc 4 5 o RAGE EXIST HOSE 5THTIoN TO BE REa&ocq b EST 8 -mAtovf 1, a ADD 2 PENDENT 1 HEADS IN ExtST= Fl.AMI t LIQUE STORAGE ROOM x ELDG. 10 HAVE SPRINKLER MoD1F1CATtoNS - N. T. s. NORTH >- 18375 OLYMPIC AVE S STANDARD SYMBOLS W/ALARM VALVE W/DELUGE VALVE W W �� II V/ V J J W CCI cew O m g 0 � y � W w w O (n (n J 2 2 3 W 1111 z z 0 0 0 - Ci") N J 4.- 1 mom* 4 ) STANDARD SYMBOLS INDICATOR VALVE O z CO O w W Q J 0CC Z > ; STAIR OPEN OFFICE SERVER 1204 OPEN OFFICE JANITOR ADMEt 5 RESTROOM MENS RESTROOM lea onem t viz A tv, SHARED OFFICE afar �, i�ai'It$!4iq�+q` 14'W7iJsgj OFFICE OFFICE 1 211 210 TRRAINKING 212 429 5F/20=22 OGG ^ea;a. pyr�av,.'aiV,'„jhsrrrt li®i.ii.iii:ur LN■■Iihi.i11111111 =1■ rt... ��1■P't5,1■ oamma► hm '1`I ,IRiIiiil■11■u■a� llelIlllli maogicsgompainalLmmumalsol! 111111 UNEKVIULI vi Clk. & LIGHTING TO REMAIN NO CEILING GRID 19 D14 MSHOPETAL 135 8,981 5F/200=45 OGG 0 s r--—Iaim In mu Ir j 1 li.,memo—....ne.. t2 z t3 ® NO 136 8,981 5F/200=45 X r PLOTTERS OFFICE OFFICE EXPANDED 1041 ELECT. 103 1105 STORAGE CLOSET 84. Wo. tV0,06 t.c.�s. 1111*1111IINMI1 111111111111111 111111 111111 III rivrmirn nur--1 Emmimm ELM El 1_ OM OFFICE 1 10'7 BREAK/LUNCHROO 108 1 I,IB1/I5=j19 OCG. Qi SIGN DISPLAY v — — — 11111111111111 111111111— al11111 111111111111111111111111111 Int111.1111 1111 Jiiinsimirammirmai I �� s �...Psem! xpk !O �� mum o � ! 11111911-11111111111111111111 I 1111 1111 1111 IINI110111.119,11r1HIPIINIglepril" ir'iii:riiiimI:auui_1 mod �•� i �_ _`� ILS" 111 [ati�l�tl ammo IIT 1 :•IIIliii Mt NI Mei 1 fimpim 11 11111 ° !AIIIUI�:J 11 it11 0 a.•�.%. ;',0. , M111MI _ yMIMI= 11111 A 1101I_:� �I®11►.r FILE EXISTING IT KRM ROOM IT OFFICE I15 221 2015/30=61 OGG OFE E OPEN OFFICE Ili 220 CORra WORK AREA 219 SECOND FLOOR REFLECTED CEILING PLAN SCALE: I/8" = I' -O" EXISTING OFFICE OFFICE 118 1 • ;, i ACCEPTED Without Comments As Noted In Red Per The Attached Letter l nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city startdards. Acceptance is subiect 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 atter this date will void this,,acceptance and will require a resubmittal of revised drawings for subsequent approval. Finalzeeeptance is subject to field test and inspection by The Tukwila Fre Prevention Bureau. Date: `j- b %Q: ►-1 Oba5 v NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping, prior to hydrostatio,test approval_, tlecaute of increased demand our inpectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email reinsprequest)ci.tukwila.wa.us to Schedule your inspections a minimum kof 48 hours in advance of the date you `Want an inspection. rrr EX! T. OFFICE ruKWILA FIRE DEPART Mad Please call: 575.4402 and give this job No. DRQ -5 VA and exact address for shut' down or restoration approval, EXISTING OFFICE Q4 tv,VVZ.0) III—_ -- 1 aaa� . .•�L�—_Ili -S .� I's.•ar�l �.d/ Iww-�i c: . , � - ; I I gi O s.■i.r 1 iiiii_i 1 II 'A 11111111111 111 _ X1111111. 1411111111111 11111 ::I�1 EXISTING CEILING 4 SCONCE LISHT5 TO REMAIN mi 111111111-hrli II ill ------1111,11111111111, �"� EXTEND CEILING GRID AND TILES s:s CONFERENCE r?t9 354 5F /15324 OCG. Clip Hangers ' • Hanger Rings: UL Listed & FM Approved • Hanger Rods / Fasteners: Comply with NFPA 13 O All Thread Rods 0 Machine Thread Rods • Finishes: O Standard Components 0 All Galvanized Components OFFICE 211 EX ST. OFFICE 216 1"- 25.4 mm Components 1. Clip (Ceiling Flange} 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description fd No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 woad screws To prevent possible loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard. however. As a rule, machine thread rod is provided only when it is a specific require - mem of the job specifications Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved First Floor Offices 54 — Add Reliable Model F1 Standard Response 155° Pendants 1/2 x 1/2` • 82 — Change existing 401 type to Reliable Model F1 Standard Response 155° Pendants 1/2 x 1/2 hs e No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners - subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated an the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 1W' wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. • 2nd Floor Offices • 31 — Add Reliable Model F1 Standard Response 155° Pendants 1/2 x 1/2 I • 93— Change existing 401 type to Reliable Model F1 Standard Response 55° Pendants 1/2 x 1/2 Warehouse Offices • 4 - Add Reliable Model F 1 Standard Response 155° Pendants 1/2 x 1/2 Total = 26'9 777 EXIS INS OFFICE 12q EXIS INS OFFICE ` i28 EXISTING OFFICE 121 EXIS INC OFFICE 125 EXIS INS CONF. 124 180 SF/15=12 OCG. EXIS11NS RECEPTION 123 EXIS INC OFFICE 122 FIRST FLOOR OFFICE REFLECTED CEILING PLAN SCALE: I/8" = I' -O" 121 EXIS INS OFFICE 120 EXIST. OPEN OFFICE IIq ,77 77 77 7 77,7 OFFICE 215 LIE OFFICX E 214 213 1,44POUEST. 5 178th'St� Trlland Dr 1200 m ; 600 ft S 180th 5t Qrlllia► . � b 5 180th St S 190th 5t__ C 2608 MapQuest 5" 191st p! if' I;1 Map Data c 26.013.N tivTEQ or Te(eAt:as COVVN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7t1ti9 RAINIER INDUSTRIES BUILDING K SOUTHCENTER SOUTH IND. PARK TENANT IMPROVEMENT 18375 OLYMPIC AVE S. TUKWILA, WA 98188 18375 OLYMPIC AVE S 08-S-054 / PAID r: 2 ii 2008 Tukwiia Fire Go c! 0 Ns?' DRAWN:, (� �1. ; I .,SCALE:., , ,;a MMfYrM11YYY11M�1ErorI1A' ONIAN1Y1Y STANDARD HANGERS lf"iwtl�► hangeris) to be used) ^. tr ,, -iT-x ,!rt --Vara+ IASTEYER �`- CEILING PLATE (OPTIONAL) ►-.. COACH SCREW t, ROO •' FASTENFII (POWDER STUD) �R00 COUPLING .--*U. TNREAO POE RING rasa -C µMA/4.,J c..rar...qu.ac e• a � T+"• DD 4C 1,_CONCRETE ANCHOR "' WRILLEOI ROD COUPLING —ALL THREAD PIPE RING FASTENSA .SpA,.. SEAM $RACKET CLIP) .-PIPE RING TUKWILA FIRE DEPARTMENT 444 Andover Park East TUKWILA, WASHINGTON 98189 Tlie drawlngs affixed hereto `Piave Seen, reviewed and accepted .as meeting or exceeding minimum requirements of -the City of Tukwila Fire -Dept., Bureau of Fire Prevention., Additions or• revisions to ,these drawings': after this 'date shall;not•be copat�'Udras being approved • -vie I,a ,� ,!-- SHORt STRAP 19 RE DEPARTMENT TO BE CONTACTED TO WITNESS THE FOLLOWING TESTS: 1. Underground Visual Inspection 2. Underground Hydrostatic 3. Under round Flushingi ead Hyrdrostatic $. Dry Valve rip es IT TUKWILA ILA FIRE DEPART Ef ILA REVE TION +- PIPE RING Z,: 1 /rel: 241.1(M. . It r, i° •r7+l CM.Rt;i .--•• TOP SEAM C CLAMP -4•-ALL•TNREAO ROD „ CEILING FLANGE 11w 7 -4• -FASTENER etc D ERE0 AP -10 SEP 1 1983 ,� I.•, M meeting requimmentt of th+'s; 9 u is clsuiflcanun as aunnMt�rWd; however, sylte r chances or add)Iion Eli ricommsrule4 en 'Mt allnct,Ka sheet(*) wfiN reautt in m pr/wed Aeceptence aElgliw .0 uls11l: i; calve** fur Caltstruction Oad isnce shown thsiwm I miuiiid • �tim subject m itlseectilin f troll .cceOfance. r wF"we1s. ybusn soen8i!1n anPyn wreas iIeae°n�eS TVnTeetttfleuhitxcae�� cstihlu. bt sreiivntTeer Itl ► y stiiros.llrtherltee:olarsu. odEvMEul tt►Mts ibas snnerehpettwalh � pistilxist, Cc -5) 2>4.2.1-10 frx'T 14 rc I 6• ►'r -rrrr Ir 41 -1424-. 5* t=i /p �.' -= 5© /3c,,t5 7 ) .• )c Tocr 4.4) © F•ier. 7-/a4- 7=0if,5:,a4,-9-1/C , M ,mow Fr z7 ", 13 L ) /47,467/1'n4...11/A I:. 2A) Pa L;/'-•,�� • - PIPE RING. SB -1 ..•.FASTENER "'^ BRACE PITTING - COMPLETE "MAY BRACE ^- Tr.:0 ETA irref Jttiwsit ill PIPE CLAMP S. 4" ' AT R VI/NUTS ANO RASHERS e5 tE oar oar OrfrAll.evilg. eft/ IMPORTANT In localities subject to freezing conditions it is the owner's responsi- bility to provide heat throughout wet pipe sprinkler, systems areas and in enclosures for dry pipe deluge and other types of valves controlling" water supplies to sprinkler systems. This , drawing" and : the information and design . ' application "herein 9 contained is the property of Grinnell Fire Protection Systems Com- pany„; Inc., and/or its' Subsidiaries . and' is' loaned upon'the express conditions that the same be returned to GFPS upon request,''all information • herein contained shalt be treated as secret and confidential; no reproduction of this drawing or any : part thereof shall be made without the written consent of GFPS., NRESPONSIBILITIES CO RACT STREET.WATER CO _.. ___ ..�__.� .. UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING.".' OT~ ERS COORDINATION RECORD REF. G, RE} E DW REV./DATE NAME MATERIAL, REQUIRED SPRINKLERS, .,. TEMP, FINI H CANOPY,' E S `CANO Y TOTAL THIS SHEET ' (UG 'Hydraulic Reference Point **(1- •i0 *¢•10 Line Designation -CAI- ill. .. r. Of Pipe Below Bottom of Deck , ',Q,' (E$j/ % of Pipe Above Ref. Plane 0 ,. Main Designation ± Earthquake Bracing: 2 & 4 Way 441 .44.... Hanger .; ___ •+^Ej-" Union pis +-a .' Screwed Cap -IN —4 Grooved Cap "b,, 4A..,1- *-^'"'CI . Screwed Plug , 0 ;. .k-o+,4,tulais Elevation Chenge in Pipe'InVon • (not thru floor) . • SYMBOLS Gate Valve. N.R.S. (GV) OS & Y Gate Valve (OS & Y) Flow Switch (FS) Monitor Switch Butterfly Valve .' Alarm Valve (ALVI r 1 Electric cBel Water Motor Gong (WMG) Wafer Check Valve,' Swing Check Valve System Riser Fire.Oept, Conn. {Standard) (FDC) Fire Dept. Conn. (Flush) (FOC) re Fire Dept. Conn. (Sidewalk) (FDC(' —4.._ Post Indicator Valve (PIV) ' Fire Hydrant 13 Way) ' --` Thrust Block Key Gate Sectional Valve with Roadwey Box o ®` Fire Hose Assembly (see noted Inspectors Teat Grooved Coupling (GC) --fp- Flanged Connection' ^d^+ Globe Valve ,,11��T' , Angle Valve SL `j Dry Pipe Velve•. ABBREVIATIO[I$ 808 Bottom of Be BOD . Bottom of De BOP Bottom of PtI D0 ` Ditto HV' Hose Val'. N SI C Nipple and C NIC Not in Contr NTS ' Not tv Scale OBJ Open Bar Jol PRV Pressure Red. RM ' Roof Manifol P•. S StandPlpa TOB ` To 01 Beam TOP Top of Pipe TOS Top of Steel UON ', ` Untess Qtherwlsa Noted SYSTEM TYPE. WET DELUGE,.,©';, DRY_,.„«;, ;;•O ' PR E ACTION CI CONTRACT yYl WITH � l3 7 W Eg'ECLJTIVE OFFICES PROViOENCE, ft.t:'' CLASSIIFICATION . NYpRAUDATrI A: DENSITY : GPM/SO FT pE ICiN G m' AREA OF APPLICATION: TOTAL SYSTEM REQUIREMENT$: GPM AT PSI, ATS';, WATER SUPPLY' INF RM IONSTATIC PRESSURE RES/ DUAL PRESSURE `PSI; WITH .,: .-, w 4 TEST r +: TAKEN AT SQ. FT./HD. THESE PLANS PREPARED AT: GPM FLOWING _ek I oP y of ff#-00 DPI I i 10.0 1 IO 1'4 135 • bo 0 lit/ P/:' . t/t► V It w� P cy_Z rir 5t II V.'v Design per NFPA 13 – Extra Hazard Occupancy – 100 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means 7 – Add Reliable Model FI 155° Brass Pendent Sprinkler Heads 17/32 x 3/4 7 – Total UNISTRUT CLAMP SPRINKLER PIPING UNISTRUT TYPICAL HANGER DETAIL AT BOOTH NO SCALE MECHANICALT ASSEMBLY Style 920 Mechanical -T and Style 929 FIT Outlet/Mechanical-T Approved VLISTED Approved as noted in listings pages 107-111. ALWAYS CHECK GASKET SUPPLIED TO BE CERTAIN IT IS SUITED FOR THE SERVICE INTENDED. REFER TO PAGES 8 AND 9. ALWAYS LUBRICATE GASKET FOR PROPER COUPLING ASSEMBLY. REFER TO PAGE 8. PIPE MUST ALWAYS BE PREPARED IN ACCORDANCE WITH VICTAULIC® SPECIFICATIONS. REFER TO PAGES 32-33. 1. PREPARE TO ASSEMBLE: To prepare for assembly, remove one nut and bolt rom housing. Loosen the other nut until t is flush with the end of the bolt. Do not remove. Remove the tape and lift the gasket from Mechanical -T. 2. CHECK GASKET AND LUBRICATE: Apply a thin coat of Victaulice Lubri- cant or silicone lubricant to all surfaces of the gasket_ This is essential to insure proper sealing. Other compatible lubri- cants may be used, however da not use a petroleum base lubricant. Reposition gasket into housing using alignment tabs on sides for proper posi- tioning. 3. POSITION MECHANICALT: To as semble the coupling on the pipe first rotate the lower housing approximately 90 degrees away from the upper hous- ing. Place the upper, or outlet, section on to the face of the pipe in line with the outlet hole. Rotate the lower section around the pipe and close the two halves. *See pages 72 & 73 for FIT outlet pipe assembly. 68 4. INSERT BOLT: Insert bolt in its hole and finger tighten both nuts. Be certain oval -neck of bolt engages recess in housing. Make sure that the locating collar is in the outlet hole. This may be checked by rocking the upper housing in the hole. Also make sure that the positioning lugs are properly aligned. 5. TIGHTEN NUTS: Tighten bolt nuts uniformly until the upper housing is in complete surface contact in the gasket pocket area and the assembly is rigid. Nuts must be tightened to 50 lb -ft. with even gaps between the bolt pads for Styles 920 and 929. Torque in excess of 50 lb. ft. is not desirable. NOTE: increased bolt torque will not improve sealing. 11110 STYLE 920 - MECHANICALT® PERFORMANCE DATA 69 MECHANICAL -T "CROSS" Cross connections can be achieved with Style 920 or 929 Mechanical T only by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 lb -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: If branch connection has been made to upper housing prior to Mechanical -T assembly, make certain this connection is at 90e to run prior to final tightening of Style 920 Of 929 Mechanical T. When Mechanical -T s are used as transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ MECHANICAL -T PERFORMANCE DATA - Working Pressure PSI@ Standard/ Boll LigMwaa Torque Slut Pipe Required For For Sire Assembly Assembly Ren x Branch Maximum lb. Ft. 3x1%,113$ 112 500 50 4113/4. dB. x2. 500 50 12%. 03 500 50 5xl%. x2, x2%, x3 500 500 50 50 611%. x2.12%. 500 50 13, x4 500 50 812%x3• x4 500 50 69 MECHANICAL -T "CROSS" Cross connections can be achieved with Style 920 or 929 Mechanical T only by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 lb -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: If branch connection has been made to upper housing prior to Mechanical -T assembly, make certain this connection is at 90e to run prior to final tightening of Style 920 Of 929 Mechanical T. When Mechanical -T s are used as transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ MECHANICAL -T PERFORMANCE DATA - Waking Pressure PSI@ Standard/ Bolt' Lightwell Torque Steel Pipe Required For Size Assembly Rona Branch Maximum Lb. Ft. 3x135, at9r, o2 175 50 4x1%,xl%x2 175 50 ring Mecham ot-! que to rio. For ies only ssembly eto l bolts/nuts FIT outlet refer to pages 80 @Total including equivalent edema) bads. ;sa MIWA 5 -ii;tf r y Comment '. 1'., Ked o _ l... r:ed Letter I h se plans r Pre v::i-t cn rr stam:',3fcs. h or:liS-LionS wr • star ards and c adeps -1cY of oc=-;.: Aedir ons r, The Tukwila Fire current City -•-ors and of adopted . ,_ ;isihiilly for the i.e deigner. (ose drawings.after this Oats kiN iii 4 _ ,,,fl and will require a - - resubrrlittai of r 4 .. y3 for subsequent approval. Final acceptance is subject to field test and inspection by -The Tukwila Fire Prevention Bureau. - Date: C-37 -09 By: i FILE COPY COht'roI v4[t•e 4o ,‘-e Ij17cf�/ CIP�{ric i((Siervo ri and ho �Ii Iter 44•a►. G ft• �.oy- f -lour leve • —5?imidev leads ir. 4i,e b�o�- +o Sc 17q 55c --A S +A 1 t ct ck e q ct 1—e brae/ 1% 44 4 vt 5 e rS Pc,. rr /V I -PA 13 . sv� ny • COWN FIRE PROTECTION INCORPORATED • P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 Rainier Industries 18375 Olympic Avenue South Tukwila, WA 18375 OLYMPIC AVE S 09-S-091 DATE: /hey 29DRAWN: j I SCALE: /4 . / — > ,ID JUN 22009 uky is Fire 4575 4 52l