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PP - 18287 SEGALE PARK DR B - BRIDGESTONE TIRES - PERMITS AND PLANS
18287 SEGALE PARK DR B ASSOCIATED PERMITS D18-0347 19-F-155 19-S-124 19-S-088 94-S-024 SITE LOCATION Site Address: 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** $ a Is 3- Segal t. P vi King Co. Assessor's Tax No.: O t at • 01D-0 Suite Number: /* Floor: WM) Tenant Name: &ri d 9e 61z. New Tenant? [YYes ❑ - No Property Owner's Name: L -- T (v, d (,t-5 {y-Iq-( Lfd IPC'- ✓*t 2✓5 (ti` p Mailing Address: 1\-A, e.• vk,A_, c� AM -e- "I�C'D cDet aS S�oa- t City State Zip CONTACT PERSON -if there are questions about the submittal. Name: )Za11t; D'Rear Day Telephone: 2019 -3'1a'0� Company Name: N offiAW ea- Fi re_ SJ- bi't',,,s Mailing Address: aal94r2 13 rd Ave, S 61 4e -rd- WA ClW E-mail Address: Korean nwfiresy6)--crris•CornCity Contractor's City of Tukwila Business License number: State Fax Number:o "9 -SD Zip 31'4_5 • o4111 o��s Total number of new/relocated devices or sprinkler heads: 1 14 Valuation of Project (contractor's bid price): $ a-51 • ` I Scope of Work (please provide detailed information): �i'rK Spt:YJ li.b-T l , AAA i 4 hu3 6 q rte..vy‘14.4., 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, PAID BUILDING OWNER OR AUTHORIZED AGENT: Signature: 1Cekti keah- 1Q 0,146tAi- Fre j' Ie .A �(w n spate: 6.3 . 11 Print Name: KAn'h ° V F R2 tire- N17Qr1fW ij7�1,� I7aRettin A, � �.•{` 2. 1-Sb2 Plan Permit App.doc 8/22/14 TFD FP Form $ HAY 2 2019 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bridgestone 18287 Segale Park Drive B Permit No.: 19-S-124 Date: June 19, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 Tess 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 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 loss 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, 2019 Edition. 4 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bridgestone 18287 Segale Park Dr B Permit No.: 19-S-088 Date: May 6, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • 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 1/2 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler 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 loss 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 19 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: v 1 i— nye Type spection: Address: Suite #: I e'er E3) Permits: 14t -(e_ Contact Person: Special Instructions: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. �--- is -1 4.41( 3 oG2ifvD CAW asT �,.� /7/7C7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,731 J Date: 8f(sI 1 9 Hrs.: f , $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project," r nt Sprinklers: Fire Alarm: Type of Inspection: . Q/4/ig iirp� /.1%40e_ Address: ( Suite #:�� `t 1f 7 1�� , Contact Person: gil Special Instructions. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: UWA `SCS 7`; POP-- Zkk sevflovi-w_ Fi•PoNL, fRwt.i.e) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rn-Z.... Date: 710 / IT Hrs.: / $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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit n -s -a -v PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:xi" ygient- Type of Ins,1peecttiion: 4V4 Address: Suite #: -,,r‘ Contact Person: Special Instructions: _ / C lam` Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1/40,1 5"ii-iii,tes ic)-AS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector.4i ��rn5_ j Date: 6/247/ V Hrs.: l ,' $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Erz I U Sprinklers: -& Type of Inspection:�nv,=" Address:* Suite #: C q2�� a I� R Contact Person: Special Instructions: Occupancy Type: 5-1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ok_ c�e/✓ Needs Shift Ins Lection: Sprinklers: -& Fire Alarm: Hood & Duct Monitor: Pre -Fire: Permits: Occupancy Type: 5-1 Inspector: ` / Date: / / Hrs.: $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)18 03141 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project. --:,Type brid7ts La. .4464 of Inspection: v0 ,5 S' Address.Contact Suite #: /bi Za 7 g2 pde, Person: Special Instructions: �� Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. wad sus rov Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Q f 3 Date: 05h 1 Hrs.: /. () $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 MCKINS1HY RECORD OF TELEPHONE CONVERSATION PROJECT 71/...---"/1:2 I REFERENCE PARTY CALLING /9/=7 ./V/t- .40 / CO. .`i'` `'.�-. �•! t DATE TIME :d• PARTY CALLED• - CO s/S. - 4.907 rC✓� /_/ 7"."=. /'-.1/r1 4., //~ i^ I!yrf' f?'.%f:'T4.. <",: -/->"':": "..: %'".. 6 -": /AI q,.: ( / /___ J/..-7; /X , ,,../!1, %� � = ,:e -!' /�� r. A'-°� �/-,-`� yr .r' -`.y, c72o----i• , .../ ...-- iA'- / •..-,.✓•`� / .mss i //)♦ t'/Q '�.'�' .r- ♦ ,-../.,.:, '-f -".•- v-. ii"/p/ .; -1 �.'':.:-../ f; 4 t / •,--- L 1 / Vic: -. fi.'C `- Y/. j �-: 7G' /i-,/,4. 1 6f. - /Cr-" :%47_- , :� . v JT.r77C /2/c si• i /z /77,o /-^/`w. -y'1 XeS. . a 7.73---.0 7 o 7-S =3 41) 4‘c:;14., d ZoC.r i 7) in /0-1 C COPIES TO• TO McKINSTRY CO. Mechanical Contractors 5005 3rd Ave. South P.O. Box 24567 Seattle, Wash. 98124 (206) 762-3311 223-01 MC --KI-N-372ND `] 1-%)1( %L ` 1 QA ✓✓f i 444 1,ec(-.r Ths.Ah GA GENTLEMEN: WE ARE SENDING YOU KAttached 0 Under separate cover via 1>0:$hop drawings 0 Prints ILEUITEM ©I IrM A.IRSEJ OTT'Q1 , OATS `\ 'q4 "8 N°4476S AT"N T I° 49"k v`��_�7ye//�1�•/��'�_�//�11 RE �. \ ) bs it & • a s B7€? V.i44244' bie.. QD DESCRIPTION tbL PMAXT . ❑ Copy of letter 0 Plans the following items: 0 Samples 0 Specifications 0 Change order ❑ COPIES DATE NO. DESCRIPTION . ( �� �� `�I( �f I 'STN, • cfJl`il7 esecNsIiu tk / ue— ei tr....0 1 if'( e s Jl r seor C rte vlsLr) THESE ARTRANSMITTED as checked below: For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted Returned for corrections 0 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS rZJyW CatCataS 5rv1)KPaS l 17# l uhf it/6ot C.&t -T V 2 -t buw , -) u5t707 s GSR- c. xi n`1 P --u. z• PA 1,fril -------------- COPY TO SIGNED: ba," 1f enclosures are not as noted. kindly notify us at once. August 25, 1993 SnLtrl Lt. Steve Kohler `;_E- Tukwila Fire Department 444 Andover Park East ' ti', -'I" 72NuTukwila, Washington 98188 Regarding: National Distributors 18287 Segale Park Drive B Idle Plastic Pallet Storage dts McKINSTRY Per our conversation on August 20, 1993 regarding pallet storage at the National Distributors facility, the Tukwila Fire Department will permit 20 foot high storage of idle plastic pallets provided the following requirements are met: A. For 4500 square feet of available storage area; 1. 20 foot height will be the maximum storage height 2. Ceiling sprinklers directly over the 4500 square feet of storage to be hydraulically calculated at 0.60 gpm. 3. The calculated water flow velocities are acceptable up to 30 feet per second. 4. Extra Large Orifice (11.1), 286 degree rated sprinkler heads are acceptable to use (Central Sprinkler model D.64). 5. Sprinkler heads only need to be replaced within the 4500 square feet storage area. 6. Usable storage will be a 4500 square foot area located adjacent to the East exterior wall. B. For 9000 square feet of available storage area; 1. Items Al, A3, A4 as described above are met. 2. The most hydraulically remote 4500 square feet of the proposed 9000 square foot area is to be calculated at 0.60 gpm. 3. Sprinkler heads only need to be replaced within the 9000 square foot storage area. 4. Usable storage will be a 9000 square foot area located adjacent to the East exterior wall. Please provide me with a written response of your concurrence, corrections, or additions to the conditions stated hereon at your earliest convenience. If possible, please fax your response to 763-5407. Thank you for your attention to this matter. I look forward to hearing from you. Tom Nichols Fire Protection Designer c: Randy McLagan, National Distributors Steve Nelson, Segale Business Park NATIONAL DISTRIBUTORS SEGALE BUSINESS PARK TUKWILA, WASHINGTON HYDRAULIC CALCULATIONS CONTENTS HYDRAULIC DESIGN INFORMATION SHEET HYDRAULIC CALCULATION DETAILS LEGEND SHEET CALCULATIONS HYDRAULIC GRAPH CDMECHANICAL CONTRACTORS AND ENGINEERS instry — PLUMBING — HEATING — AIR CONDEMNING — FIRE PROTECTION — SERVICE 5005 3rd Ave. South P.O. Box 24567 SEATTLE. WA 98124 JOB: NATIONAL DISTRIBUTORS HYDRAULIC CALCULATIONS COVER SHEET DATE: I-28-94 OWN BY: TLN CK BY: SCALE: NTS JOB #: 34765 NATIONAL DISTRIBUTORS Drawing Date: HYDRAULIC DESIGN INFORMATION SHEET 1/28/94 Job Name: NATIONAL DISTRIBUTORS Location: Segale Business Park Tukwila, Washington Drawing Date: Remote Area Number: 2 Contractor: McKinstry 5005 3rd Ave. S. Seattle , WA 98134 9:16 Telephone:(206)762-3311 Designer: T.L.N. Calculated By:SprinkCALC CSC Systems & Design Construction: COMBUSTIBLE Occupancy: Storage Reviewing Authorities: Tukwila Fire Department SYSTEM DESIGN Code:NFPA 231 Hazard:IDLE PALLET System Type:WET Area of Sprinkler Operation 4500 Density (gpm/sq ft) 0.60 Area per Sprinkler 100 Hose Allowance Inside 0 gpm Hose Allowance Outside 500 gpm Sprinkler or Nozzle Make:CENTRAL Model:ELO-231 Size:0-3/4" K-Factor:11.40 Temperature Rating:286 CALCULATION SUMMARY gpm Required: 3417.6 psi Required: 76.1 @ City Main WATER SUPPLY Water Flow Test Date of Test Static Pressure 103 psi Residual Pressure 100 psi At a Flow of 2188 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0 psi 0 Tank or Reservoir Capacity 0 gpm Elevation 0 Well Proof Flow 0 gpm Location: In Front of Facility Source of Information: Steeve Kohler - TUKWILA Fire Dep SYSTEM VOLUME 1634 Gallons NATIONAL DISTRIBUTORS Drawing Date: 1/28/94 9:16 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Required at Hyd Area 2 2918 1 Pipe 8" 10 25' 120 8.249 2918 1.4 1 8" Flngd Alarm Valve CENTRAL Model CHART LOSS 2918 3.8 1 8" Flngd Gate Valve CENTRAL Model " 48 120 8.000 2918 0.3 1 Pipe 8" 10 5' 120 8.249 2918 0.3 Elevation Change 31'3" 13.5 1 Pipe 8" DI 51.5 psi Total Loss for Through Riser 19.3 psi Required at Base Of Riser 2918 135' 140 8.390 2918 5.3 Fixed Flow Outside Hose Allow 500 gpm 70.8 psi Total Loss for Through Underground 5.3 psi Required at City Main 3418 76.1 psi Water Source103.0 psi static,100.0 psi residual @ 2188 gpm 3418 gpm 96.2 psi SAFETY PRESSURE 20.0 psi Available Pressure of 96 psi Exceeds Required Pressure of 76 psi This is a safety margin of 20 psi or 26 % of Supply Maximum Water Velocity is 24.5 fps NATIONAL DISTRIBUTORS Drawing Date: 1/28/94 9:16 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID -4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q'2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 bar. Addition may vary by 0.01 bar due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains NATIONAL DISTRIBUTORS REMOTE AREA #2 FLOW (GPM) Drawing Date: # OF PIPE FITS LENGTH FEET 1/28/94 PRESSURE SUMMARY 9:16 PAGE 1 BRANCH LINE TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE FITTINGS TOTAL VELOCITY Pt LOSS PSI/FT Pf ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 36 TO 46 (SUPPLY - DRAWING REF. "W") HEAD 36 61.2 1-1/2" 0.61 gpm/sq ft 1.610" K =11.40 61.2 120 40 0 0 0 0 0 10'0" 0" 10'0" 9.7 fps 0.128 0" 28.9 28.9 28.9 0 1.3 0.0 0.0 0 0.0 28.9 28.9 0 HEAD 37 60.0 1-1/2" 0.60 gpm/sq ft 1.610" K =11.40 121.2 120 40 0 0 0 0 0 10'0" 19.3 fps 0" 0.453 10'0" 0" 30.1 30.1 27.7 4.5 2.5 0.0 0.0 27.7 27.7 0 0 0 HEAD 38 65.0 2" 0.65 gpm/sq ft 2.067" K =11.40 186.3 120 40 0 0 0 0 0 10'0" 18.0 fps 0" 0.297 10'0" 0" 34.7 34.7 32.5 0 3.0 2.1 0.0 0 0.0 32.5 32.5 0 HEAD 39 66.2 2" 0.66 gpm/sq ft 2.067" K =11.40 252.5 120 40 0 0 1 0 0 2'6" 24.4 fps 10'0" 0.521 12'6" 0" 37.6 37.6 33.7 6.5 3.9 0.0 0.0 33.7 33.7 0 0 0 REF 58 196.2 3" PATH 7 3.260" K =29.52 448.7 120 10 0 0 1 0 0 1'0" 17.4 fps 15'0" 0.164 16'0" 1'0" 44.2 44.2 2.6 0.0 0.4 44.2 REF 57 999.2 8" 0 0 PATH 3 8.249" 0 0 K =144.63 1447.9 120 10 0 10'0" 0" 10'0" 8.8 fps 47.7 47.7 0.016 0.2 0.5 0" 0.0 47.2 REF 59 219.4 8" PATH 13 8.249" K =31.93 1667.3 120 10 1 0 0 0 0 161'0" 10.1 fps 18'0" 0.020 179'0" 0" 47.9 47.9 3.6 0.7 0.0 47.2 REF 46 1667.3 gpm PATH 1 K = 232.30 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 46 51.5 psi HEAD 1 61.3 1-1/2" 0.61 gpm/sq ft 1.610" K =11.40 61.3 120 40 0 0 0 0 0 10'0" 0" 10'0" 9.8 fps 0.128 0" 28.9 28.9 28.9 1.3 0.0 0.0 0.0 28.9 28.9 0 0 0 CONTINUED 30.2 psi NATIONAL DISTRIBUTORS Drawing Date: 1/28/94 9:16 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 1 TO 46 CONTINUED HEAD 2 60.0 1-1/2" 0 0 10'0" 19.3 fps 30.2 30.2 27.7 0 0.60 gpm/sq ft 1.610" 0 0 0" 0.454 4.5 2.5 0.0 0 K =11.40 121.4 120 40 0 10'0" 0" 0.0 27.7 27.7 0 HEAD 3 65.1 2" 0 0 10'0" 18.0 fps 34.7 34.7 32.6 0 0.65 gpm/sq ft 2.067" 0 0 0" 0.297 3.0 2.1 0.0 0 K =11.40 186.4 120 40 0 10'0" 0" 0.0 32.6 32.6 0 HEAD 4 66.3 2" 0 0 2'6" 24.4 fps 37.7 37.7 33.8 0 0.66 gpm/sq ft 2.067" 1 0 10'0" 0.522 6.5 3.9 0.0 0 K =11.40 252.7 120 40 0 12'6" 0" 0.0 33.8 33.8 0 REF 48 196.4 3" 0 0 1'0" 17.4 fps 44.2 44.2 PATH 8 3.260" 1 0 15'0" 0.164 2.6 0.0 K =29.52 449.1 120 10 0 16'0" 1'0" 0.4 44.2 REF 47 801.2 8" 3 0 267'6" 7.6 fps 47.7 47.7 PATH 4 8.249" 0 0 54'0" 0.012 3.8 0.4 K =116.02 1250.3 120 10 0 321'6" 0" 0.0 47.3 REF 46 1250.3 gpm PATH 2 K = 174.20 51.5 psi PATH 3 FROM HYDRAULIC REFERENCE 29 TO 57 HEAD 29 61.4 1-1/2" 0 0 10'0" 9.8 fps 29.0 29.0 29.0 0 0.61 gpm/sq ft 1.610" 0 0 0" 0.129 1.3 0.0 0.0 0 K =11.40 61.4 120 40 0 10'0" 0" 0.0 29.0 29.0 0 HEAD 30 60.1 1-1/2" 0 0 10'0" 19.3 fps 30.3 30.3 27.8 0 0.60 gpm/sq ft 1.610" 0 0 0" 0.455 4.5 2.5 0.0 0 K =11.40 121.5 120 40 0 10'0" 0" 0.0 27.8 27.8 0 HEAD 31 65.2 2" 0 0 10'0" 18.0 fps 34.8 34.8 32.7 0 0.65 gpm/sq ft 2.067" 0 0 0" 0.298 3.0 2.1 0.0 0 K =11.40 186.7 120 40 0 10'0" 0" 0.0 32.7 32.7 0 CONTINUED 37.8 psi NATIONAL DISTRIBUTORS REMOTE AREA #2 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET 1/28/94 9:16 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 29 TO 57 CONTINUED HEAD 32 66.3 2" 0.66 gpm/sq ft 2.067" K =11.40 253.0 120 40 0 0 1 0 0 2'6" 24.4 fps 10'0" 0.523 12'6" 0" 37.8 37.8 33.9 0 6.5 3.9 0.0 0 0.0 33.9 33.9 0 REF 56 196.6 3" PATH 9 3.260" O 0 1 0 K =29.52 449.6 120 10 0 1'0" 17.5 fps 15'0" 0.165 16'0" 1'0" 44.3 44.3 2.6 0.0 0.4 44.3 REF 55 549.6 8" PATH 5 8.249" K =79.62 999.2 120 10 O 0 0 0 0 10'0" 0" 10'0" 6.1 fps 0.008 0" 47.7 47.7 0.1 0.2 0.0 47.4 REF 57 999.2 gpm PATH 3 K = 144.63 PATH 4 FROM HYDRAULIC REFERENCE 8 TO 47 47.7 psi HEAD 8 61.4 1-1/2" 0.61 gpm/sq ft 1.610" K =11.40 61.4 120 40 0 0 0 0 0 10'0" 0" 10'0" 9.8 fps 0.129 0" 29.0 29.0 29.0 1.3 0.0 0.0 0.0 29.0 29.0 0 0 0 HEAD 9 60.2 1-1/2" 0 0 0.60 gpm/sq ft 1.610" 0 0 K =11.40 121.6 120 40 0 10'0" 19.3 fps 0" 0.455 10'0" 0" 30.3 30.3 27.8 4.6 2.5 0.0 0.0 27.8 27.8 0 0 0 HEAD 10 65.2 2" 0.65 gpm/sq ft 2.067" K =11.40 186.8 120 40 O 0 0 0 0 10'0" 18.0 fps 0" 0.299 10'0" 0" 34.9 34.9 32.7 3.0 2.1 0.0 0.0 32.7 32.7 0 0 0 HEAD 11 66.4 2" 0.66 gpm/sq ft 2.067" K =11.40 253.2 120 40 O 0 1 0 0 2'6" 24.4 fps 10'0" 0.524 12'6" 0" 37.9 37.9 33.9 0 6.5 3.9 0.0 0 0.0 33.9 33.9 0 REF 50 196.7 3" PATH 10 3.260" K =29.52 449.9 120 10 0 0 1 0 0 1'0" 17.5 fps 15'0" 0.165 16'0" 1'0" 44.4 44.4 2.6 0.0 0.4 44.4 CONTINUED 47.6 psi NATIONAL DISTRIBUTORS Drawing Date: 1/28/94 9:16 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 8 TO 47 CONTINUED REF 49 351.3 8" 0 0 10'0" 4.9 fps 47.6 47.6 PATH 6 8.249" 0 0 0" 0.005 0.1 0.2 K =50.90 801.2 120 10 0 10'0" 0" 0.0 47.5 REF 47 801.2 gpm PATH 4 K = 116.02 47.7 psi PATH 5 FROM HYDRAULIC REFERENCE 22 TO 55 HEAD 22 61.5 1-1/2" 0 0 10'0" 9.8 fps 29.1 29.1 29.1 0 0.61 gpm/sq ft 1.610" 0 0 0" 0.129 1.3 0.0 0.0 0 K =11.40 61.5 120 40 0 10'0" 0" 0.0 29.1 29.1 0 HEAD 23 60.2 1-1/2" 0 0 10'0" 19.4 fps 30.4 30.4 27.9 0 0.60 gpm/sq ft 1.610" 0 0 0" 0.456 4.6 2.5 0.0 0 K =11.40 121.7 120 40 0 10'0" 0" 0.0 27.9 27.9 0 HEAD 24 65.3 2" 0 0 10'0" 18.0 fps 34.9 34.9 32.8 0 0.65 gpm/sq ft 2.067" 0 0 0" 0.299 3.0 2.2 0.0 0 K =11.40 186.9 120 40 0 10'0" 0" 0.0 32.8 32.8 0 HEAD 25 66.4 2" 0 0 2'6" 24.5 fps 37.9 37.9 34.0 0 0.66 gpm/sq ft 2.067" 1 0 10'0" 0.525 6.6 3.9 0.0 0 K =11.40 253.4 120 40 0 12'6" 0" 0.0 34.0 34.0 0 REF 54 196.9 3" 0 0 1'0" 17.5 fps 44.5 44.5 PATH 11 3.260" 1 0 15'0" 0.165 2.6 0.0 K =29.52 450.3 120 10 0 16'0" 1'0" 0.4 44.5 REF 53 99.3 8" 0 0 10'0" 3.3 fps 47.6 47.6 PATH 14 8.249" 0 0 0" 0.003 0.0 0.1 K =14.40 549.6 120 10 0 10'0" 0" 0.0 47.6 REF 55 549.6 gpm PATH 5 K = 79.62 47.7 psi NATIONAL DISTRIBUTORS Drawing Date: REMOTE AREA #2 FLOW (GPM) # OF LENGTH PIPE FITS FEET 1/28/94 PRESSURE SUMMARY 9:16 PAGE 5 BRANCH LINE TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE FITTINGS TOTAL VELOCITY Pt LOSS PSI/FT Pf ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 15 TO 49 HEAD 15 61.5 1-1/2" 0.62 gpm/sq ft 1.610" K =11.40 61.5 120 40 0 0 0 0 0 10'0" 0" 10'0" 9.8 fps 0.129 0" 29.1 29.1 29.1 1.3 0.0 0.0 0.0 29.1 29.1 0 0 0 HEAD 16 60.3 1-1/2" 0.60 gpm/sq ft 1.610" K =11.40 121.8 120 40 0 0 0 0 0 10'0" 19.4 fps 0" 0.457 10'0" 0" 30.4 30.4 27.9 4.6 2.5 0.0 0.0 27.9 27.9 0 0 0 HEAD 17 65.3 2" 0.65 gpm/sq ft 2.067" K =11.40 187.1 120 40 0 0 0 0 0 10'0" 18.1 fps 0" 0.299 10'0" 0" 35.0 35.0 32.8 3.0 2.2 0.0 0.0 32.8 32.8 0 0 0 HEAD 18 66.5 2" 0.66 gpm/sq ft 2.067" K =11.40 253.6 120 40 0 0 1 0 0 2'6" 24.5 fps 10'0" 0.526 12'6" 0" 38.0 38.0 34.0 6.6 4.0 0.0 0.0 34.0 34.0 0 0 0 REF 52 197.1 3" PATH 12 3.260" K =29.52 450.6 120 10 0 0 1 0 0 1'0" 17.5 fps 15'0" 0.166 16'0" 1'0" 44.5 44.5 2.6 0.0 0.4 44.5 REF 51 -99.3 8" 0 0 PATH 14 8.249" 0 0 K =-14.40 351.3 120 10 0 10'0" 0" 10'0" 2.1 fps 0.001 0" 47.6 47.6 0.0 0.0 0.0 47.6 REF 49 351.3 gpm PATH 6 K = 50.90 PATH 7 FROM HYDRAULIC REFERENCE 42 TO 58 47.6 psi HEAD 42 64.5 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.5 120 40 0 0 0 0 0 10'0" 10.3 fps 0" 0.141 10'0" 0" 32.0 32.0 32.0 0 1.4 0.0 0.0 0 0.0 32.0 32.0 0 HEAD 41 63.2 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 127.7 120 40 0 0 0 0 0 10'0" 20.3 fps 0" 0.499 10'0" 0" 33.5 33.5 30.7 5.0 2.7 0.0 0.0 30.7 30.7 0 0 0 CONTINUED 38.4 psi NATIONAL DISTRIBUTORS REMOTE AREA #2 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET 1/28/94 PRESSURE SUMMARY 9:16 PAGE 6 BRANCH LINE TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY FITTINGS LOSS PSI/FT TOTAL ELEVATION Pt Pf Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 42 TO 58 CONTINUED HEAD 40 68.5 2" 0.68 gpm/sq ft 2.067" K =11.40 196.2 120 40 0 0 1 0 0 7'6" 18.9 fps 10'0" 0.327 17'6" 0" 38.4 38.4 36.1 5.7 2.4 0.0 0.0 36.1 36.1 0 0 0 REF 58 196.2 gpm PATH 7 K = 29.52 PATH 8 FROM HYDRAULIC REFERENCE 7 TO 48 44.2 psi HEAD 7 64.6 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.6 120 40 0 0 0 0 0 10'0" 10.3 fps 0" 0.141 10'0" 0" 32.1 32.1 32.1 1.4 0.0 0.0 0.0 32.1 32.1 0 0 0 HEAD 6 63.3 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 127.8 120 40 0 0 0 0 0 10'0" 20.3 fps 0" 0.500 10'0" 0" 33.5 33.5 30.8 5.0 2.7 0.0 0.0 30.8 30.8 0 0 0 HEAD 5 68.5 2" 0.69 gpm/sq ft 2.067" K =11.40 196.4 120 40 0 0 1 0 0 7'6" 19.0 fps 10'0" 0.327 17'6" 0" 38.5 38.5 36.1 5.7 2.4 0.0 0.0 36.1 36.1 0 0 0 REF 48 196.4 gpm PATH 8 K = 29.52 PATH 9 FROM HYDRAULIC REFERENCE 35 TO 56 44.2 psi HEAD 35 64.7 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.7 120 40 0 0 0 0 0 10'0" 10.3 fps 0" 0.142 10'0" 0" 32.2 32.2 32.2 1.4 0.0 0.0 0.0 32.2 32.2 0 0 0 HEAD 34 63.3 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 128.0 120 40 0 0 0 0 0 10'0" 20.4 fps 0" 0.501 10'0" 0" 33.6 33.6 30.9 5.0 2.7 0.0 0.0 30.9 30.9 0 0 0 HEAD 33 68.6 2" 0.69 gpm/sq ft 2.067" K =11.40 196.6 120 40 0 0 1 0 0 7'6" 19.0 fps 10'0" 0.328 17'6" 0" 38.6 38.6 36.2 5.7 2.4 0.0 0.0 36.2 36.2 0 0 0 REF 56 196.6 gpm PATH 9 K = 29.52 44.3 psi NATIONAL DISTRIBUTORS REMOTE AREA #2 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET 1/28/94 9:16 PAGE 7 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 14 TO 50 HEAD 14 64.7 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.7 120 40 0 0 0 0 0 10'0" 10.3 fps 0" 0.142 10'0" 0" 32.2 32.2 32.2 1.4 0.0 0.0 0.0 32.2 32.2 0 0 0 HEAD 13 63.4 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 128.1 120 40 0 0 0 0 0 10'0" 20.4 fps 0" 0.502 10'0" 0" 33.6 33.6 30.9 5.0 2.7 0.0 0.0 30.9 30.9 0 0 0 HEAD 12 68.7 2" 0.69 gpm/sq ft 2.067" K =11.40 196.7 120 40 0 0 1 0 0 7'6" 19.0 fps 10'0" 0.329 17'6" 0" 38.7 38.7 36.3 5.8 2.4 0.0 0.0 36.3 36.3 0 0 0 REF 50 196.7 gpm PATH 10 K = 29.52 PATH 11 FROM HYDRAULIC REFERENCE 28 TO 54 44.4 psi HEAD 28 64.8 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.8 120 40 0 0 0 0 0 10'0" 10.3 fps 0" 0.142 10'0" 0" 32.3 32.3 32.3 1.4 0.0 0.0 0.0 32.3 32.3 0 0 0 HEAD 27 63.4 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 128.2 120 40 O 0 0 0 0 10'0" 20.4 fps 0" 0.502 10'0" 0" 33.7 33.7 30.9 5.0 2.7 0.0 0.0 30.9 30.9 0 0 0 HEAD 26 68.7 2" 0.69 gpm/sq ft 2.067" K =11.40 196.9 120 40 O 0 1 0 0 7'6" 19.0 fps 10'0" 0.329 17'6" 0" 38.7 38.7 36.3 5.8 2.4 0.0 0.0 36.3 36.3 0 0 0 REF 54 196.9 gpm PATH 11 K = 29.52 PATH 12 FROM HYDRAULIC REFERENCE 21 TO 52 44.5 psi HEAD 21 64.8 1-1/2" 0.65 gpm/sq ft 1.610" K =11.40 64.8 120 40 0 0 O 0 0 10'0" 10.3 fps 0" 0.142 10'0" 0" 32.3 32.3 32.3 1.4 0.0 0.0 0.0 32.3 32.3 0 0 0 CONTINUED 33.7 psi NATIONAL DISTRIBUTORS REMOTE AREA #2 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET 1/28/94 9:16 PAGE 8 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 21 TO 52 CONTINUED HEAD 20 63.5 1-1/2" 0.63 gpm/sq ft 1.610" K =11.40 128.3 120 40 0 0 0 0 0 10'0" 20.4 fps 0" 0.503 10'0" 0" 33.7 33.7 31.0 5.0 2.8 0.0 0.0 31.0 31.0 0 0 0 HEAD 19 68.8 2" 0.69 gpm/sq ft 2.067" K =11.40 197.1 120 40 0 0 1 0 0 7'6" 19.0 fps 10'0" 0.330 17'6" 0" 38.8 38.8 36.4 5.8 2.4 0.0 0.0 36.4 36.4 0 0 0 REF 52 197.1 gpm PATH 12 K = 29.52 PATH 13 FROM HYDRAULIC REFERENCE 43 TO 59 44.5 psi HEAD 43 72.8 1-1/2" 0.73 4pm/sq ft 1.610" K =11.40 72.8 120 40 0 0 0 0 0 10'0" 11.6 fps 0" 0.176 10'0" 0" 40.8 40.8 40.8 1.8 0.0 0.0 0.0 40.8 40.8 0 0 0 HEAD 44 73.2 2" 0.73 gpm/sq ft 2.067" K =11.40 146.0 120 40 0 0 0 0 0 10'0" 14.1 fps 0" 0.189 10'0" 0" 42.5 42.5 41.2 1.9 1.3 0.0 0.0 41.2 41.2 0 0 0 HEAD 45 73.4 2" 0.73 gpm/sq ft 2.067" K =11.40 219.4 120 40 0 0 0 0 0 2'6" 21.2 fps 0" 0.402 2'6" 0" 44.4 44.4 41.5 1.0 3.0 0.0 0.0 41.5 41.5 0 0 0 3" 3.260" 219.4 120 10 0 0 2 0 0 1'0" 30'0" 31'0" 8.5 fps 0.044 1'0" 45.4 1.4 0.4 REF 59 219.4 gpm PATH 13 K = 31.93 PATH 14 FROM HYDRAULIC REFERENCE 51 TO 53 47.2 psi REF 51 99.3 8" PATH 6 8.249" K =14.40 99.3 120 10 0 0 0 0 0 10'0" 0" 10'0" 0.6 fps 0.000 0" 47.6 47.6 0.0 0.0 0.0 47.6 REF 53 99.3 qpm PATH 14 K = 14.40 47.6 psi • 0 Z N 2sk W W o co —Q — W t03 H M_� >- aCti� V) d iil 122 W O 00 LL - 0000 — — N Ct 1-1-1D a(7)a c C7 • 01 O Z Q0 CO a 0 —U1Z C N — (~!1 Z !_ ?3 < • -J 0Q ¢wD Z�+— m 0 �lDIeBS111Z m 0 P CO MN 2i 3 .46 DC 'Q CC C W 0. E CIZ co M LO z §W cz d 0) Q. 0 0 N 1111 1111 1177 1111 1111 1111 1111'1111 1111 1111 1111 1111 1111 111111 Ulf 1111 nil 1111 1111 1111 1111 1111 nn 11111111 1111 1111 111 WI 1111 1111 1111 1!!! 1111 » » u O O f M N O' O 10 O CO co 0 n ISd 3bflSS d A 3 0 N » 0 0 S n 3 N 8 NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. DATA SHOWN ON THIS SHEET ALL RIGHTS REPLACE 56 EXISTING 3/4' ORIFICE SPRINKLER HEADS WITH 56 'CENTRAL' ELO 231 SPRINKLERS TO PERMIT IDLE WOOD OR NONEXPANDED PLOYETHYLNE SOLID DECK PALLETS TO COMPLY WITH CITY OF TUKWILA FIRE DEPT ( TIE TO CITY MAIN C3' 12 EXISTING CITY MAIN 15' PERIMETER BEYOND STORAGE AREA PER NFPA 231 5-1.6 50'0" +30'2-1 2" 50'0" EXISTING 8' RISER 10 7-6 - +30'2-1/2" 10-0 7-6 10-0 112 9 10-0 10-0 10-0 - 1r0 - 10-0 -1/2" ALL PIPE, HANGERS, EARTHOUAKE PROVISIONS, ALARM DEVICES, GEM SPRINKLER HEADS, VALVES AND ALL OTHER SPRINKLER SYSTEM COMPONETS EXCEPT 56 CENTRAL SPRINKLERS ARE�NG AND 2 s WERE NOT DESIGNED NOR INSTALLED BY MCKIN +30'2-1/2" O 112 O 112 2 9 10-0 10-0 10-0 10-0 10-0 -1/2" +30'2-1 2" 3 +30'2-1 2" 7-6 +30'2-1/2' 10-0 3 +30'2-1 /2" 1-0 2 / 11z 7-6 10-0 +30'2-1 /2' 30'2-1/2" 0-0 112 10-0 N 0 0 7-6 +30'2-1/2' 0 10-0 +30'2-1 0 112 10-0 - 10-0 7a®0.0' 2 112' 10-G 1 EXISTING FIRST FLOOR 1/8"= 1' 0" THE CITY OF TUKWILA FIRE DEPARTMENT ACCEPTS THE USE OF 'CENTRAL ELO 231' SPRINKLER HEAD WITHIN IDLE PALLET STORAGE AREA AND THE 15'-0' PERIMITER AREA AS SHOWN ON THIS SHEET. NFPA 231 MINIMUM REOUIREMENTS STORAGE OF IDLE PLASTIC PALLETS SHALL COMPLY WITH NFPA 231 4-4.1 1990 Edition WHICH REQUIRES THE FOLLOWING: 1. PALLETS SHALL PREFERERABLY BE STORED OUTSIDE OR IN A DETACHED BUILDING. 2. PALLETS WIZEN SPORED INDOORS, SHALL BE PROTECTED AS INDICATED IN TABLE 4-4.1.2, 3. COMPLIANCE WITH TABLE 4-4.1.2 REQUIRES THE FOLLOWING: STORAGE FROM 12' TO 20' SHALL BE CALCULATED AT 0.60 GPM FOR THE MOST HYDRAULICALLY REMOTE 4500 SQ FT UTILIZING 2860 SPRINKLER HEADS. 4. PARAGRAPH 5-1.6 PROTECTION SHALL EXTEND 15'-0 BEYOND TI -1 PERIMETER OF THE STORAGE. 5. SPRINKKLER SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH NFPA 13 1991 Edition. EXISTING RISER DETAIL NOT f0 SCALE EXISTING 8' GROOVED COUPLING EXISTING 8' 00.6 Y. VALVE WITH EXISTING 8' ALARM VALVE EXISTING FLOW SWITCH SPRINKLER HEAD LEGEND SYM CNT NAME METAL TEMP NPT ORIF MFG, MODEL# CONN. STATUS 0 196 UPRIGHT BRASS 165 8.4 3/4' 17/32 GEM F950 Thread EXISTING 1 56 UPRIGHT BRASS 286 11.44 3/4" 0.64 CENTRAL ELO-231 Thread NEW ( TIE TO CITY MAIN (7_ 12 -12 j '-- EXISTING CITY MAIN rcl EXISTING 8' RISER SITE PLAN 1" = 100.-0" MOST HYDRAULICALLY REMOTE 45C0 SO. FT. CALCULATED AT 0.60 GPM PER SO FT OF REMOTE AREA WITH SPRINKLER HEAD SPACING NOT TO EXCEED 100 SO. FT. UTILIZING 'CENTRAL ELO 231' 11.4 ORIFICE SPRINKLER HEAD NOTE: CALCULATED AREA ON THIS SHEET IS FOR VERIFICATION OF HYDRAULIC REOUIREMENTS FOR THE REPLACEMENT OF 56 SPRINKLERS ONLY. • FOR EXISTING WAREHOUSE AREA PROTECTION AND CALCS SEE SEE GRINNELL CALCS AND CWGS DATED 4-18-78, SYSTEM *5 WATER SUPPLY DATA STATIC: 121 psi RESIDIAL: 75 psi FLOW: 2725 gpm TEST TAKEN AT HYDRANT #75-33 LOCATED IN FRONT OF BUILDING FEED FROM WATER DISTRICT #75 12' MAIN. FLOW DATA AQUIRED FROM PJKWILA FIRE DE? ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTAOHgq LETTER - The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will v-3ld thls acceptance and will require a resubmittal of revised drawings. Final acceptance Is subject to field• Inspectian by a representative of this depLrt;,.ent DATE.', CITY OF TUKWILA 575.4407 LEGEND SPRINKLER SYSTEM MOST HYDRAULICALLY REMOTE AREA r CALCULATED TO VERIFY STORAGE AREA HYDRPUUCS WILL SUPPORT 0.60 GPM / 4500 SOFT. EXIST1NG SPRINKLERS NOT REPLACED IN THIS AREA THUS NO STORAGE WILL BE PERMITTED THIS AREA 15'-0' PERIMITER AREA AROUND STORAGE EXISTINIG SPRINKLERS REPLACED IN THIS AREA IDLE NI,NEXPANDED POLYETHYLENE STORAGE AREA EXISTING SPRINKLERS REPLACED IN THIS AREA TUKWILA FIRE DEPARTMENT Please call: 575.4407 and this this 10b No./ - 02-471 and a ct address for shut- down or restoration ap;;rovai. FILE 1 63,2-e 7 ;A/ , A ISSUED FOR APPROVAL TUKWILA FIRE DEPT 1-31-94 REVISIONS: ffd P H.V,A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION. McKINSTRY MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98'134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: TLN CHECKED BY: DATE: 8-20-93 PROJECT: McK. PROJECT NUMBER: 34765 TITLE: REPLACEMENT OF 56 SPRKS AN EXIST GRINNELL SYS SHEET. FP -1 of OFFICE _1-.- 106 OPEN OFFICE 04850C-BRIDGESTONE TIRE COMPANY- SPRINKLER T.I. SCALE:1/4" = 1'-0" LJ Withcl_: kjUi ions isr As Note: Qi.cJ ❑ Per The Azta-! e -J letter mese plans have been reviewed r; The Tukwila Fire ',event -Jon Bureau for conformance : current City 3nd3rds. Acceptance is subject tc':rrors and usslons which do not authorize v oIelions of adopted ;ndards and ordinances The ro .3751bliiry for the '-quacy of design rests total,' ;' 0 tl e 6ezigner. inions, deletions or revisions to rose drawings after L. s date will void tlds acceptance aro a,Ii require a resubmittal of revisaa drawings for suosegt'ent approve. Final acceptance Is suojeCt to field test and Inspection by Tne Tukwila Fire Prevention Bureau. Date: 5.-c- I"' By: As, >) i UKWILA FIRE DEPARTMENT Please call 206-575-4407 and Civ ' ('elinin No. snd exact address fcr down or restoradon ripprty,l.' SPRINKLER LEGEND SYMBOL TYPE MFG MODEL SIN # K -FACTOR THREAD SIZE TEMP FINISH ESC TYPE ® S.REC PEND TYCO TY -FRB TY321 5.6 1/2" 155° CHROME S REG/CHROME 14 TOTAL 14 MAIN LINE HANGER DETAIL SCOPE OF WORK NORTHWEST FIRE SYSTEMS (NWFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC SPRINIcLER SYSTEMS TO ACCOMMODATE THE NEW OFFICE AREA. NWFS WILL BE ADDING (14) SEMI -RECESSED PENDENTS TO THE NEW OFFICE AREA NWFS WILL START WORK INSIDE THE BUILDING AT THE EXISTING FIRE SPRINKLER PIPING. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40°F TO PREVENT FREEZING EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES DESIGN CRITERIA TYPICAL SPRINKLER DROP PER NFPA 13 (2010), CITY OF TUKWILA AND PROJECT SPECIFICATION. WET SYSTEM (NEW AUXILIARY GYM) ORDINARY HAZARD GROUP 1 DESIGN DENSITY: 0 15 GPM 11500 SF HYDRAULIC DESIGN NOTE TOTAL AREA OF NEW OFFICE BUILDOUT = 1390 S F. ORDINARY HAZARD PIPE SCHEDULE WAS MAINTAINED PER NFPA 13 (2016) TABLE 23.7 3 4 NEW AREA IS LESS THAN 5000 S.F. WATER SUPPLY EXCEEDS REQUIREMENTS FOR ORDINARY HAZARD PIPE SCHEDULE NO HYDRAULIC CALCULATIONS WERE PERFOREMED FLOW TEST INFORMATION - 20 GA CEIlNC JOIST 0 21'oc :trSAW SNN PLL 1HRb ROD Qf-4• PPE) HANGER - BR BRANCH LINE HANGER WATER FLOW INFORMATION HAS BEEN PROVIDED BY TEST LOCATION - 17601 SOUTHCENTER PARKWAY STATIC PRESSURE. 146 PSI RESIDUAL PRESSURE 84 PSI RESIDUAL FLOW: 2994 GPM HYDRANT ELEVATION. 27' DATE OF TEST: 3/14/2017 SYMBOL CCCURS 1-0 Of I(WCJ7i\ HANGER - BR BRANCH LINE RESTRAINT r MAIN LINE EQ BRACING NORTHWEST FIRE SYSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp WASHINGTON STATE CERTIFICATE OP COMPETENCY PRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C _. Northwest Fire Systems NORTHFS928CR j 12131/19 Approvals Required CITY OF TUKWILA Revisions Contract With: KELLY -THOMAS CONSTRUCTION 26318 ENTWHISTLE RD EAST BUKLEY, WA. 98321 Phone: (253)735-3928 Site Contact: DARRON LONG Phone: (206)786-7481 Contract Name: BRIDGESTONE TIRE COMPANY SOUTH SEATTLE BUSINESS PARK 18287 SEGALE PARK DRIVE TUKWILA, WA. Drawing Title 04850C_FP1.00_(BRIDGESTONE T.I: TUKWILA Key Plan Date: Job Number. Designer: Building Permit: MAY 3rd, 2015 04850C KARA MORROW TENANT IMPROVEMENT Drawing No. FP1.00 PAID P.M 8 2019 TUKWILA FIRE cc /.0s-- 7.1 1 EXISTING 8" WET FIRE SPRINKLER RISER EC 3" to :2+ VAX BvaNcti_INE oTt VA v 1PPG - D OT—TO—SCALE CHECKERBOARD NOT TO SC 8 12 20 36 OBJECTS IN THE CENTER CORE AREA MUST FOLLOW THE OBSTRUCTION RULES LOCATED ON THIS SHEET FOR STORAGE SPRINKLERS OBJECTS ARE NOT P068111ED TO CROSS FROM CHECKERBOARD AREA INTO NON -CHECKERBOARD AREA MA%IM84 VER➢CAL DISTANCE OF CEILING OBJECT LOCATED BELOW SPRINKLER DEFLECTOR MINIMUM HORIZONTAL DISTANCE FROM SPRINKLER TO AVOID OBSTRUCTING UMBRELLA PATTERN 2 12 4 20" 6 28 8 32 12 40 20" 52' 36" 72 FM GLOBAL CRITERIA — STORAGE SPRINKLERS NON—EXTENDED COVERAGE NO SCALE SEE FM D5 2-0 FIGURE 31 & TABLE 18 FOR MORE INFORMATION K EY P LAN 0 s v -S VARY STATIC PSI RESIDUAL PSI GPM DATE 01/19 149 41 135 87 2500 0 NIS NIS NIS NIS NIS NIS Pr ctt NIS NIS NIS r\ NIS / II NI5 NIS NIS NIS NIS 111111111111 I 111111/1/ r\/$7 r5i tf t I NIS / A 0" jtor1000irriv:/r,r EA E 8,0$Pr, Al Ad A A of Ar Ai ri,1 der./ Q. ✓ � / i / NIS NIS NIS NIS NIS NIS SEE FP -2 2 FOR CONTINUATION OF CALCULATION INFO NIS II IP NIS TOR BOC SPG NIS NIS NIS NIS NIS NIS R). /1 rr fl IO ACCEPTED Th Pr. O Without Comments As Noted In Red Per The Attached Letter plans have been reviewed by The Tukwila Flre tion Bureau for conforma^ce sith current City ards Acceptance to subject to errors and Ions which ou rot audhorize violations of adopted 3 J+ th6 res FI ards ana orciranc4s The responsibility for the uacy of design resrs totally with tr,z deolgner ons, deletions o' rcvisions to these drawings after ate will vo,d tnt2 ccceptarice and will require a Ittal of reviser drawings for subsequent approval acceptance Is stib)ect to field test and Inspection by ukwlla Fire Preventlon Bureau (/-19r°I w ill TUIe1NILA FIRE DEPARTMENT Pleas.2. call 206-575-4407 end giveCfthis Fire Permit No. and exact address for snut- wn or restoration i,pprovai I- 7 r- 0 / N EXISTING WPV�_J & WATER MOTOR GONG EXISTING 8 INCH FIRE MAIN 00 SITE PLAN ARE FOIA HYDRAULIC CALCULATION PURPOSE ONLY UNDERGROUND SUPPLY TO BE INSTALLED BY OTHER SEE APPROVED UTiLITY CONTRACTOR AND CIVIL PLANS FOR COMPLET DETAILS EXISTING PIV, FDC, CHECK VALVE EXISTING 8 INCH FIRE MAIN 175-) j 1 �Ln1 6,1 qi� EXISTING 16 / \ ' EXISTING 16 I FIRE TEST INCHCMAINFIRE MAAINNI CBRE SEATTLE SOUTH BP WET FIRE SPINKLER SYSTEM NOT TO SCALE TYPE OF CONSTRUCTION EXISTING WOOD BEAMS & WOOD DECK EXISTING 8 INCH FIRE MAIN WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye m 9419-0815 C Northwest Fire Systems NORTHFS928CR SHEET INDEX 2441414441251 f Ponhonmg of Spn0141.0 to Avid 064411n<00414e0 Dx.6ame (Fara Spuo61em1 DastaaaacbfromSpwkfer to 2015 or Obnr4.000 (A) Maxonbm At 0bot,o Dw4o,.e ofttomof r Above Bantam of - (Rwwcu,4 rB) Im. (Mr)1 1.054 than 1 R (Mb 0046 1410011044ta 1124 than lie bo) 44401n4n1 4,6,,, 14a0 mm) to lana 'ban d e (ton mm) 2 0 4000 nun) to tcrx than 2 R Rin (74041 S It b 4 (14 mntl m lea tion 3 H ('0014001 34 0 w 1444 than SR btu 4 4110 4) 5 ft6n 111 (5) 10 kxi than 40 411 m1 1I1 41 tm)mlesstlun 411604 (1440 i06444 4144)10k4sthan0tt jl nl 3 ft 41I 54010 1,44110405144440 (1 74) 44 (i 7m)ro lna duo 6 (1fi (1641 614(I8ml 0 (ftt 1A () 3 (2r) 5k (140) $ 41000) 10 (2511) 11 (7840 1512751 10 (4550) 22 (050) 21) (r 0r) 51 (723) im A,404B14*0442y44011511 04454a IanWed (44,404,040* 10414424-.44005)10( 444114- .11444400020414004 414 I N1,» a 4,4/ 4440 ifllan 1014 44440 03 444(11400(4. da4 .,6000 or 4h0i 16anog (11 5lm01555 ,1,0 M 0045110411,454.411) L M 4mronm4a ,oh bran n that mallet ha,.-- 1164 and are th54404444110004 d 0,404 ,404 a014,0441414440004014,044141444000441,4 0 4 4 1, 4 41.) 002,04411400 0,,,da44t00(100 "1A40((11e01 aoWi1u oo(*ooe4000b kirrblvukdb f040eiF(004440aim4m+b nnrc40rtNe000) (5) 44.ne1001100.411411 44 le n,l,4,v1uivleapw 110444.4 90 44A. 144 0 4544,0e4114>r 00 4101011000- (4) a,Y1, 1141%:=1,1 141 mtbNl?st (a) 0 0000 110 dt�Aim to 0404 44 , 454x000.50144 a imtannm4nnl 1 b IMa�unvt Ixl ranthel eMn�t4 of N e SCOPE OF WORK NORTHWEST FIRE SYSTEM IS TO MODIFY THE EXISTING 8 & 6 LOOPED WET FIRE SPRINKLER SYSTEM THAT WAS INSTALLED AS ORDINARY HAZARD OCCUPANCIES TO A ESFR SPRINKLERS FOR PROTECTION OF RUBBER TIRES IN EXISTING LOCATION BLDG 2 SPEC @ 18205 SEGALE PARK DR TUKWILA WA 98188 PROJECT 18205 SQ FT (WAREHOUSE BLDG) NFPA 13 CHAPTER 17 RUBBER TIRE EXTRA HAZARD COMMODITY WAREHOUSE COVERAGE AREA PER ESFR SPRINKLER SHALL NOT EXCEED 100 SQ FT IN THESE AREAS SPRINKLER TO BE INSTALLED MODEL ESFR 17 16 8 K -FACTOR FAST RESPONSE 212° NFPA 13 2016 TABLE 18 4d UPRIGHTS WITH 12 HEADS CALCULATED @ 35 PSI OVER 941 SO FT TABLE 18 4(d) EARLY SUPPRESSION FAST RESPONSE (ESFR) SPRINKLER FOR PROTECTION OF RUBBER TIRES PILING METHOD RUBBER TIRE STORAGE ON -SIDE OR ON -TREAD IN PALLETIZED PORTABLE RACKS OPEN PORTABLE RACKS OR FIXED RACKS WITHOUT SOLID SHELVES PILE HEIGHT UP TO 25 FT MAXIMUM BUILDING HEIGHT 30 FT NOMINAL K -FACTOR 16 8 K -FACTOR ORIENTATION UPRIGHT NUMBER OF SPRINKLERS 12 MINIMUM OPERATING PRESSURE 35 PSI PER NFPA 13 2016 812 4 DEFLECTOR POSITION (ESFR SPRINKLERS) SECTION 8 12 4 1 DISTANCE BELOW CEILING 8 12 4 1 4 UPRIGHT SPRINKLER WITH NOMINAL K -FACTOR OF K-14 SHALL BE POSITIONED SO THAT THE DEFLECTOR IS 31N TO 12 IN BELOW THE CEILING 8 12 6 CLEARANCE TO STORAGE (ESER SPRINKLERS) THE CLEARANCE BETWEEN THE DEFLECTOR AND THE TOP OF STORAGE SHALL BE 36 IN OR GREATER SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NF PA 13 2016 EDITION & 2016 EDITION OF THE INTERNATIONAL FIRE CODE EXISTING OFFICE AREA IS NOT PART OF SCOPE THIS AREA IS ALREADY PROTECTED SYSTEM ACCEPTANCE TESTING THIS FIRE SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA 13 UPON COMPLETION OF WORK RESULTS SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION IN THE FORM OF A CONTRACTOR S TEST _- CERTIFICATE THE A H J SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO TESTING SO THAT THEY MAY WITNESS ALL TESTING TESTING SHALL BE PERFORMED BEFORE PIPING IS CONCEALED BY WALLS CEILINGS ETC A SET OF STAMPED APPROVED PLANS SHOULD BE KEPT ON SITE AT TIME OF INSPECTION ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 P S I AND SHALL MAINTAIN THAT PRESSURE FOR 2 HOURS A MAIN DRAIN TEST SHALL BE PERFORMED AND THE PRESSURE SHALL BE RECORDED ON THE TEST CERTIFICATE THE WET PIPE SYSTEM TEST CONNECTION SHALL BE OPENED TO VERIFY THAT THE ALARMS FUNCTION PROPERLY MATERIALS THE INSTALLATION OF THE PROPOSED MATERIALS AND EQUIPMENT SHALL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF UL LISTINGS AND/OR FM APPROVALS NFPA 13 AND THE MANUFACTURERS RECOMMENDATIONS ALL MATERIALS USED SHALL BE UL LISTED FM APPROVED OR SHALL BE IDENTIFIED IN NEPA 13 AS SUITABLE FOR USE IN FIRE SPRINKLER SYSTEMS SEE MATERIALS SUBMITTAL FOR ADDITIONAL DETAILS AND LISTING INFORMATION HANGERS HANGERS SHALL 8E INSTALLED ON ALL PIPING PER THE REQUIREMENTS OF NFPA 13 FOR STEEL PIPE THE UNSUPPORTED HORIZONTAL LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER ON THE LINE SHALL NOT BE GREATER THAN 36 IN FOR 1 IN PIPE 48 IN FOR 1 } IN PIPE AND 60 IN FOR 1.i IN OR LARGER PIPE 3/8 ALL -THREAD ROD SHALL BE USED FOR ANY PIPE 4 IN DIAMETER AND SMALLER & 2 All THREAD ROD IS TO BE USED FOR PIPE SIZES 6 AND UP NOTE PER NFPA 13 2016 CHAPTER 9 SECTION 9 3 6 RESTRAINTS OF BRANCH LINES 9 3 6 1 # 5 HANGERS NOT LESS THAN 45 DEGREE FROM VERTICAL INSTALLED WITHIN 6 IN OF THE VERTICAL HANGER ARRANGE FOR RESTRAINTS AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT LIR DOES NOT EXCEED 400 WHERE THE ROD EXTENDS TO THE PIPE OR A SURGE CLIP HAS BEEN INSTALLED MISCELLANEOUS SPRINKLER HEADS MUST BE LOCATED ON THE QUARTER- OR CENTER -POINT OF A CEILING TILE ALL DIMENSIONS AND ELEVATIONS SHOWN ARE TO THE CENTERLINE OF PIPE PENETRATIONS THROUGHOUT FIRE -RATED ASSEMBLIES SHALL BE FIRE -STOPPED TO A LEVEL EQUAL TO OR GREATER THAN THE RATED PARTITION PAINTING OF PIPE IF NECESSARY WILL BE PERFORMED BY OTHERS ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID PAINTING OF THE SPRINKLER HEADS NO OTHER PIPING OR DEVICES ARE PERMITTED TO BE ATTACHED TO THE FIRE SPRINKLER SYSTEM FINAL LOCATION OF SPRINKLERS TO BE COORDINATED WITH LOCATION OF HEAT DIFFUSERS SURFACE MOUNTED LIGHTS AND ANY OTHER EQUIPMENT THAT CAN AFFECT THE RESPONSE OF THE SPRINKLER HEAD OR IT SPRAY PATTERN SPRINKLER DEFLECTORS SHALL BE INSTALLED PARALLEL TO THE ROOF DECK OR CEILING AUTOMATIC SPRINKLER DESIGN BASED ON THE FOLLOWING NFPA STANDARD NFPA 13— 2016 ❑ NFPA 13 D- 2002 ❑ NFPA 13 R— 2002 ❑ NFPA 14 2003 ❑ NFPA 20 2003 ❑ FM GLOBAL CBRE SEATTLE SOUTH BP 18205 SEGALE PARK DR. TUKWILA, WA. FP -1 3 GENERAL NOTES, SITE PLAN, ESFR UPRI HT & PIPING DETAIL, PICTURE OF EXISTING WET 8 INCH RISER, KEY PLAN FP -2 3 FIRE SPRINKLER PLAN, SIESMIC & HAN ER DETAIL,HANGER TABLE INFO FP -3 3 BUILDING SECTIONAL GENERAL NOTES,LEVEL ONE SPRINKLER PLAN, WATER FLOW, FDC, EXISTING STAND PIPE LOCATION Private Yard Mains at Jobsite PERFORMED BY HIGHLINE WATER DISTRICT WITNESSED BY HIGHLINE Water Utility IVDORTA\ IN LOCATIONS SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL SPRINKLER HEAD AND HANGER LOCATIONS ARE SUBJECT TO CHANGE DUE TO FIELD CONDITIONS TO MEET NFPA#13 HEAD LOCATIONS ARE NOT CENTER OF TILE UNLESS NOTED OTHERWISE THESE DRAWNGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS ALL RIGHTS ARE RESERVED ALL NOTATIONS, DESIGN AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION G -RAL \OT -S & SYN/BO _S SYMBOL DESCRIPTION ALL ELECTRICAL BY OTHERS ALL UNDERGROUND BY OTHERS ALL PAINTING OF PIPE IF REQUIRED BY OTHERS / Approximate Hanger Location — — Approximate Location of Grooved Coupling _ [.o -o ] Elevation from Floor to Centerline of Pipe [ -0 ] Elevation down from Deck to Centerline of Pipe (0-0) Center to Center Dimension of Pipe 0-0 Cut Dimension of Pipe SYMBOL DESCRIPTION <#1 0-0' Hanger No & Rod Length Hydraulic Reference Point Recessed Light Fixture Grdie HVAC Return Sprinkler Heads Are Not Required in C/L of Ceiling Tiles SPRINKLER HEAD SYMBOLS & DESCRIPTIONS HD WRENCH REVISIONS 8 7 8 5 4 3 Sym Model TYCO ESFR-17 SIN;! E= Thread Temp Style Pn,mh p "�ti Temp Finish Qty TY7128 188 3/4b 212' UPRIGHT BRONZE N/A N/A N/A 228 W -TYPE 21 2 SUBMITTAL 5/19 WC DESCRIPTION DATE BY 0 4 0 S SIIU NO SII NORTHWEST FIRE SYSTEMS 22645 83rd Ave. 5 , Bldg D * Kent, WA 98032 Ph 206.772 7502 * Fax: 206 772.7504 www nwfiresystems c©m LIC # NORTHFS928CR 0 2 4 C 8 16 24 FT SCALE 1/8 .1 0 DRAWN 85 PRO,ECT MNGR W. COKER W. COKER DATE 5/1 /2019 CON1RAOT NO 04850C CONSTRUCTION DOCUMENTS FP -1.3 Lo 11 I60 1Zev,Se4L 4raw 100,7 to rettec-t FPE , rev,ew Design Area No 1 -EXTRA HAZARD Flow 1494-206 No. 8 83.144 PSI SAFETY 61.04 PSI 941 SQ. FT. Area 1 - 941 Ft NIS NIS NIS 2 -6 2' 0-6 2' 0-6 2" 0- 2" 0-6 Oa Ma MO 2" -0 2" 0 9 9-0 0 9 00 6 I 2" 5 2' 0 5 9-0 4-0 NIS 2 0-6 7-0 0 mIa A5 2' 9;0 2' 9-0 9r0 0 0 2 NEW111.! NE 9 NEW 3IN. LINE 2 9 0 ° 9 2" 6- 2' T ( 9_0 .. 9 ..I 9_0 Kd 6 ®� WOOD STRUCTURE 1/4"x2" SAMMY SWG20 1" THRU 2" PIPE = 0-21" 21"&3"PIPE =O-3" -IIID FIG. 980- UNIVERSAL SWIVEL I MISC. SIESMIC ATTACHMENTS #56 HANGER ASSEMBLY (FOR INFORMATION) RINGD .�HANGER ALL THREAD ROD SWIVEL RING HANGER 14;- 3/8" ROD (1"-4" PIPE) WOOD SAMMY SIDEWINDER toll` Fr FLAT WASHER (21"-6") ALL THREAD ROD RING HANGER SWIVEL 3/8" ROD (1"-4" PIPE) 1/2" ROD (6" PIPE) "C"=CUT LENGTH OF ROD "X"=CENTER-CENTER #13 HANGER ASSEMBLY I � 9T0 NEW N. 2' 9T0 2' 970 2 9-0 2" 1-4: 6 - NIS 0 O STING 6IN. MAIN EXISTING 2" SCHEDULED BRANCH LINES TO REMAIN NIS EXISTING 2" SCHEDULED BRANCH LINES TO REMAIN NIS EXISTING 2" SCHEDULED BRANCH LINES TO REMAIN 2 9-0 ° 4-0 9-0 NIS NIS NIS NIS 0-6 6 2' 7-0 9 0 ' 2' 9-0 2" 9.0 2' 9-0 9 9 9 2' 9-0 9r0 C. ( 9 2 2" 4 2�1 In 2' -4 6- T 2" 0-6 0-6 2" 0-6 2" 0-6 2' 7-0 9-0 NIS EXISTING 2" CHEDULED BRANCH LINES TO REMAIN NIS 1 NIS NIS EXISTING 6 IN. EXISTING 2" SCHEDULED _ BRANCH LINES TO REMAIN 9-0 9+0 i 4-0 PLACE EXISTING 2' -4 GROOVED ELL GROOVED TEE 8 PIPEPE 6' 8' 1-0 —/ ►.1!► 8-1 0 NIS EXISTING 2" SCHEDULED BRANCH LINES - TO REMAIN 2" 0-I 7-0 9-0 2'i: 9-0 -0 9 6EDIIKE6 INSTALL A NEW DOWN To 6X3INCM PIPE HERE MECH. TEE 2' 2" 9-0 9-0 9-0 9-0 CBRE SEATTLE SOUTH BP WET FIRE SPINKLER SYSTEM SCALE: -t4""= 1'-0" TYPE OF CONSTRUCTION: EXISTING WOOD BEAMS & WOOD DECK s r a' IMDORTANT: IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIESITO SPRINKLER SYSTEMS. ALL SPRINKLER HEAD AND HANGER LOCATIONS ARE SUBJECT TO CHANGE DUE TO FIELD CONDITIONS TO MEET NFPA#13. HEAD LOCATIONS ARE NOT CENTER OF TILE UNLESS NOTED OTHERWISE. THESE DRAWINGS ARE THE PROPERTY & COPYRI HT OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE RESERVED. ALL NOTATIONS, DES7IGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENi1TY FOR ANY OTHER WORK, PROJECT, OR CONTRACT. ALL WRITTEN DIMENSIONS SHALL�TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON TE PRIOR TO INSTALLATION. C IRA 4-7 , 2 ".- s 5 3-211 OTIS & SYMBOLS 6 SYMBOL DESCRIPTION ALL ELECTRICAL BY OTHERS ALL UNDERGROUND BY OTHERS ALL PAINTING OF PIPE IF REQUIRED BY OTHERS — f-- Approximate Hanger Location — — Approximate Location of Grooved Coupling [+0-0 ] Elevation from Floor to Centerline of Pipe [ -0 ] Elevation down from Deck to Centerline of Pipe 10'-0") Center to Center Dimension of Pipe Cut Dimension of Pipe SYMBOL 041 0-0' z DESCRIPTION Hanger No. & Rod Length Hydraulic Reference Point Recessed Light Fixture Grille HVAC Return Sprinkler Heads Are Not Required in C/L of Ceiling Tiles EXISTING WPV & WATER MOTOR GONG REVISIONS NIS NIS NIS F I I P 1 SPRINKLER HEAD SYMBOLS & DESCRIPTIONS i 4 %lir,„ FIG. 1050 "FAST -CLAMP" fi thrit.))1/4 WOOD STRUCTURE 1/4"x2" SAMMY SWG20 1" THRU 2" PIPE = 0-21" 21"&3"PIPE =O-3" -IIID FIG. 980- UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT MISC. SIESMIC ATTACHMENTS #56 HANGER ASSEMBLY (FOR INFORMATION) NOTE: PER NFPA 13, 2016 CHAPTER 9 SECTION, 9.3.6 RESTRAINTS OF BRANCH LINES, i 9.3.6.1 # 5 HANGERS NOT LESS THAN 45 DEGREE FROM VERTICAL INSTALLED WITHIN 6 IN. OF THE VERTICAL HANGER ARRANGE FOR RESTRAINTS AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 400, WHERE THE ROD EXTENDS TO THE PIPE OR A SURGE CLIP HAS BEEN INSTALLED. v AXII v UM DISTANC B =TW ANG IRS (ft—in.) NOMINAL PIPE SIZE 3/4" 1' 1 1/2"1 1/2" 2" 21/2" 3" 3 1/2" 4" 5" 6" 8" - STEEL PIPE EXCEPT THREADED LIGHTWALL - THREADED LIGHTWALL STEEL PIPE N/A 12'-0 12'-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 N/A 12'-0 12'-0 12'-0 12'-0 12'-012'-0 N/A N/A N/A N/A N/A 'Zug (FS) a vp mss.. Iiime. tes+a TEPA 13-596 $0110101,21 - FOR HANGERS ON 1" THROUGH 4° PIPE USE 3/8" ALL THREAD ROD. FOR HANGERS ON 6" AND 8" PIPE USE 1/2' ALL THREAD ROD. KEY PLAN 22645 83rd Ave_ S. Ph: 206.772751 www.n wfi resyste m VS TEM Bldg D * Kent, WA 98032, 2 * Fax: 206.772.7504 .com LIC # NORTHFS928CR' WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye El 9419-0815-C Northwest Fire Systems NORTHFS928CR ..."*"..:74", )64- natty AUTOMATIC SPRINKLER 0E51GN 88500 ON THE FOLLOWING NFPA STANDARD ■ NFPA 13— 2016 0 NFPA 14 2003 ❑ NFPA 13 0- 2002 0 NFPA 20 2003 ❑ NFPA 13 R- 2002 0 FM GLOBAL CBRE SEATTLE SOUTH BP 18205 SEGALE PARK DR. TUKWILA, WA. FIRE SPRINKLER PLAN, SIESMIC ATTACHMENT & HANGERS DETAIL 0 2 4 16 24 ALE: 1/e" a 1' • 0" . COKER W. COKER 5/8120'19 04850C CONSTRUCTION DOCUMENTS FP -2.3 WOOD STRUCTURE 1/4"x3" SAMMY GST30 r, ALL ROD � SPLIT — — _i � / WOOD STRUCTURE 1/4"x2" SAMMY SWG20 1" THRU 2" PIPE = 0-21" 21"&3"PIPE =O-3" NUT ,„. �,,,/' – WOOD STRUCTURE 3/8"x21" LAG BOLT (1"-2") OR 1"x21" BOLT (21"-6') 1"-2"PIPE=O-21" U 2r-6" PIPE = 0-3" , SIDE BEAM BRACKET _o RINGD .�HANGER ALL THREAD ROD SWIVEL RING HANGER to'n 3/8" ROD (1"-4" PIPE) WOOD SAMMY SIDEWINDER toll` Fr FLAT WASHER (21"-6") ALL THREAD ROD RING HANGER SWIVEL 3/8" ROD (1"-4" PIPE) 1/2" ROD (6" PIPE) "C"=CUT LENGTH OF ROD "X"=CENTER-CENTER #13 HANGER ASSEMBLY +� 3/8" ROD (1"-4" PIPE) "C"=CUT LENGTH OF ROD4 "X"=CENTER-CENTER NOTE: PER NFPA 13, 2016 CHAPTER 9 SECTION, 9.3.6 RESTRAINTS OF BRANCH LINES, i 9.3.6.1 # 5 HANGERS NOT LESS THAN 45 DEGREE FROM VERTICAL INSTALLED WITHIN 6 IN. OF THE VERTICAL HANGER ARRANGE FOR RESTRAINTS AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 400, WHERE THE ROD EXTENDS TO THE PIPE OR A SURGE CLIP HAS BEEN INSTALLED. v AXII v UM DISTANC B =TW ANG IRS (ft—in.) NOMINAL PIPE SIZE 3/4" 1' 1 1/2"1 1/2" 2" 21/2" 3" 3 1/2" 4" 5" 6" 8" - STEEL PIPE EXCEPT THREADED LIGHTWALL - THREADED LIGHTWALL STEEL PIPE N/A 12'-0 12'-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 N/A 12'-0 12'-0 12'-0 12'-0 12'-012'-0 N/A N/A N/A N/A N/A 'Zug (FS) a vp mss.. Iiime. tes+a TEPA 13-596 $0110101,21 - FOR HANGERS ON 1" THROUGH 4° PIPE USE 3/8" ALL THREAD ROD. FOR HANGERS ON 6" AND 8" PIPE USE 1/2' ALL THREAD ROD. KEY PLAN 22645 83rd Ave_ S. Ph: 206.772751 www.n wfi resyste m VS TEM Bldg D * Kent, WA 98032, 2 * Fax: 206.772.7504 .com LIC # NORTHFS928CR' WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye El 9419-0815-C Northwest Fire Systems NORTHFS928CR ..."*"..:74", )64- natty AUTOMATIC SPRINKLER 0E51GN 88500 ON THE FOLLOWING NFPA STANDARD ■ NFPA 13— 2016 0 NFPA 14 2003 ❑ NFPA 13 0- 2002 0 NFPA 20 2003 ❑ NFPA 13 R- 2002 0 FM GLOBAL CBRE SEATTLE SOUTH BP 18205 SEGALE PARK DR. TUKWILA, WA. FIRE SPRINKLER PLAN, SIESMIC ATTACHMENT & HANGERS DETAIL 0 2 4 16 24 ALE: 1/e" a 1' • 0" . COKER W. COKER 5/8120'19 04850C CONSTRUCTION DOCUMENTS FP -2.3 IIVRORTA\T: • -_- t (1. 4 2 -BRANCH LINE \ ESFR UPRIGHT SPRINKLER K16 8 DECK 2 -BRANCH LINE ESFR UPRIGHT SPRINKLER K16 8 IN LOCATIONS SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL SPRINKLER HEAD AND HANGER LOCATIONS ARE SUBJECT TO CHANGE DUE TO FIELD CONDITIONS TO MEET NFPA#1 3 HEAD LOCATIONS ARE NOT CENTER OF TILE UNLESS NOTED OTHERWISE THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST FIRE SYSTEMS ALL RIGHTS ARE RESERVED ALL NOTATIONS DESIGN AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION ERAL \OTES & SYMBOLS EXISTING FIRE SPRINKLER SYSTEM TO BE MODIFY FOR A ESFR SPRINKLER HEAD INSTALL ET g DECK ESFR UPRIGHT SPRINKLER K16 8 a 2 -BRANCH LINE CBRE SEATTLE SOUTH BP WET FIRE SPINKLER SYSTEM SECTIONAL 1/FP 23 SCALE 1/4" = 1-0" TYPE OF CONSTRUCTION EXISTING WOOD BEAMS & WOOD DECK irliPe t 81 SYMBOL DESCRIPTION ALL ELECTRICAL BY OTHERS ALL UNDERGROUND BY OTHERS ALL PAINTING OF PIPE IF REQUIRED BY OTHERS Approximate Hanger Location Approximate Location of Grooved Coupling Elevation from Floor to Centerline of Pipe Elevation down from Deck to Centerline of Pipe (0-0) Center to Center Dimension of Pipe 0-0 Cut Dimension of Pipe D-0-0 -0 SYMBOL <81 0 0> z Sprinkler Heads Are Not Required m CA of Ceiling Tiles 3 DESCRIPTION Hanger No & Rod Length Hydraulic Reference Point Recessed Light Fixture Grille HVAC Return REVISIONS 8 7 8 5 Sym SPRINKLER HEAD SYMBOLS & DESCRIPTIONS Model SIN# K< Thread TempStyle mIra CO ESFR 17 TY7128 18 8 3/4" 212' UPRIGHT BRONZE N/A 5 Temp Ikmah Qty N/A N/A HD WRENCH 50 50 q,z ery 50 50 0, 2 228 1T—TYPE 21 4 2 - 1 - SUBMITTAL = DESCRIPTION 5/19 19C DATE BY KEY PLAN ORTIIWEST FIRE SYSTEMS 2645 8311Ave.5, Bldg ft* Kent, WA 98032 Ph 206.772.7502 * Fax. 206 772.7504 www nwfiresystems com LIC 44 NORTHFS928CR WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419 0815 C Northwest Fire Systems NORTHFS928CR expires I 12/31/19 AUTOMATIC SPRINKLER DESIGN BASED ON THE FOLLOWING NFPA STANDARD VI NFPA 13— 2016 0 NFPA 14 2003 0 NFPA 13 0— 2002 0 NFPA 20 - 2003 NFPA 13 1— 2002 0 FM GLOBAL CBRE SEATTLE SOUTH BP 18205 SEGALE PARK DR. TUKWILA, WA. FIRE SPRINKLER PLAN, SIESMIC ATTACHMENT & HANGERS DETAIL 0 2 4 8 16 24 FT SCALE 1/8 51 -0' W. COKER W. COKER 5/8/2019 04850C CONSTRUCTION DOCUMENTS FP -3.3