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PP - 411 BAKER BLVD - MARVELLE ADULT LIVING - PERMITS AND PLANS
411 BAKER BLVD ASSOCIATED PERMITS 24-18 5-18 18-F-108 D18-0087 D17-0300 19-S-001 D18-0391 M17-0201 D18-0109 Jrzatir 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.: 022310-0080 Site Address: BAKER BOULEVARD Suite Number: N/A Floor: N/A Tenant Name: STERLING SOUTHCENTER New Tenant? ❑ - Yes ❑ - No Property Owner's Name: ALLIANCE RESIDENTIAL COMPANY Mailing Address: 1325 4TH AVE STE 1005 SEATTLE WA 98101 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: BRYAN JARAMILLO Company Name: RED HAWK FIRE PROTECTION Mailing Address: 801 VALLEY AVE NW SUITE D PUYALLUP WA 98371 Day Telephone: E-mail Address: BRYANJ@REDHAWKFP.COM City State Zip Fax Number: 800-5914382 Contractor's City of Tukwila Business License number: BUS -0997549 Total number of new/relocated devices or sprinkler heads: 3135 Valuation of Project (contractor's bid price): $ 621,785 Scope of Work (please provide detailed information): NEW INSTALLATION OF STANDPIPES AND AUTOMATIC SPRINKLERS STARTING AT FLANGE INSIDE OF BUILDING 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 WASHINGTONAND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. If® BUILDING OWNER OR AUT ORIZED AGE MOV 27 2018 TUKWILA FIRE11/26/18 Signature: Date: Print Name: BRYAN JARAMILLO Day Telephone: 253-840-9900 Plan Permit App.doc 8/22/14 TFD FP Fonn 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Marvelle 411 Baker BI 19-S-001 January 2, 2019 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). • 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. • Sprinkler protection shall be provided for exterior balconies, decks, and patios of dwelling units where the building is of type V construction. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Provide a sprinkler head in the elevator pit with a labeled, accessible, electrically supervised control valve. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Provide sprinkler protection beneath all stairs per NFPA 13, 8.15.3. • Each floor of a multi -story building shall have sectional control valves and waterflow switches. • Install Knox locking caps on all dry standpipe hose connections and FDC's. • The drain(s) shall be plumbed to sanitary sewer. • Maintain a 4ft. clearance around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating or wall indicating (PIV,WIV) is required, the height shall be 36 inches above grade. • FDC's and PIV's shall have the building number served by the FDC/PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems to be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • FDC's shall be appropriately labeled per NFPA 13 and NFPA 14. • 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • A flow test will be required at the most remote standpipe(s) per NFPA 14. • The double jacketed fire hose is required to be tested and certified prior to installation. • 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. Date: 6/29/18 Tukwila Fire Department OPERATIONAL PERMIT 24-18 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Alliance Pacific Northwest Builders LLC located at 407 Baker Blvd. having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To conduct hot work per Chapter 35 of International Fire Code 105.6.23. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project - This permit does not take the place of any License required by law and is not transferable. Any change in use or nccunanev of nremises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT APPLICATION PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, table #105.6.20, Ch. 50) To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61 To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) To use any building or portion thereof exceeding 500 sq. ft. for high -piled combustible storage. (I.F.C. 105.6.22, Ch. 32) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet. (I.F.C. 105.6.43, Ch. 24) APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name: k , 2 /W/C// Address: /3 &&,--L L Ac -i/4) X) ri oExs% et ' LOGS WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ /5b, , MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. Operational Permit App.doc Rev. 3/7/14 T.F.D. FORM F.P. 6 Date: 3/30/18 0 0 TUKWILA FIRE DEPARTMENT SMOKE CONTROL PERMIT 5-18 By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Alliance Residential located at 407 Baker Blvd. having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted to install a smoke control system per International Fire Code section 909 and City of Tukwila ordinances #2329 and #2330. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with THIS PERMIT IS VALID FOR -Life of the Project- '•?/,, ,,,, Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. Smoke control permit.dotx Rev. 12/10/14 TFP #2 11 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �t7-0300 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, TukwilWa. 98188 206-575-4407 Project: A(S /� ( � Izl i ' Tye of Inspection: i- r_l r^- — cre6‘,11,), f Address: Suite #: 4/f FA/&V Contact Person. Y ."--;4(,/ es, lo/C0)-T— Special Instructions: Permits: Phone No.: 2—Ce7VS-0as9 pproved per applicable codes. Corrections required prior to approval. OMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -� nY-40 .,,,f4-/ Pk c At e.„ -tet rN /t G 4 ,/,s4- 4., --,-e Al - R Ad s - f fi/i /Al Ar4 , 1.--kcery Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f 5-3 Date: / y -/g// / 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 6/11/10 T.F.D. Form F.P. 113 INSPEON NUMBER Jcti-- INSPECTION RECORD Retain a copy with permit 141- s -- ' i 91-4-- ogao PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: n t 0/ 16J'4�1(— Sprinklers: Type of Ins�eon:� v,p� cvfl Address: 1411 -4.Ke_� Suite #: �.v Contact Person: M �n - TLE.A, Wo Special Instructions: Occupancy Type: Phone No.: ZS3- 539-f f2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: �1Z-110 IVI ,l --2,O Viitt Ack o. Permits: Occupancy Type: rb 5FM/4CA4 y 6lcn...i _ .Ipt.4-. i CA•„_�� ...s b42-14-.1 1 C i-- It> i ce. p FI -4-e_ Aft.A-2244., 4/10"; iese_,L11 , rktc,i4 ; A.,- tr )444 7 e, /c - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: — I--frvl 3-1 Date: /71 c // ? 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: Compan ie: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 /1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1 — ©3o0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ►�,,, /��7 rW ' ! �l Q. Type of Inspection:/ /..moo ! Address: ?? Suite #: W/ 7Pd4/ �` Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ----- Ati/S //yr _ J Hood & Duct: Monitor: r4, Permits: Occupancy Type: �� r /24) 1 o Oa__ "232064-8L -7 4 fie at -Are .Sear -e . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7Z___ /C14i63 Date: %th / 1,1 Hlrs.: / $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -0397 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,,,4/ x , Type of Ins..- • on: Address: // Suite #: C Con ct Person: Special Instructions: Phone No.: PIApproved per applicable codes. Corrections required prior to approval. COMMENTS: /.-v sem/ $ex(ar.- /fr),,t4/r gap.i.e- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 6:3 Date: /04v2/0' IHrs.: 4 d / $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 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: //4/A -S— V Sprinklers: Typeo Inspection: r Address:// / Suite #: `-o �� N�� Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COM ENTS: Corrections required prior to approval. ���d U,� pr' eve 121 Coln Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto _ 3-774 Date: A) • Hrs.: , O T / $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 6/11/10 T.F.D. Form F.P. 113 /D INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /6'-5 —s o) tn'- o 306 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: milifi,,,.€ fi Type of ns=on: ,1/ cyj Address:////Contact Suite #: 7 oltl.ize_r_ (r: ebrQ 7. -- Special Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pc‘Aotro Po\ss Ivtove -acee-401111-/ e eaimvp- z �p 717.ke wiAi1 2 V'6 '' 719 4// n)0444-"-6 63-1962* Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 36, 174103 Date: l'eh c9 Hrs.: 2. 0 $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----630D PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: a` po // Type of Insp tion: Sprinklers: /A Address: 0.13 Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: U L CgVv' fel q WoA (2A71‘, --P4*CSS rn-�. AZA 3 57-"A4) pvc,s ST Fit3+r 41i41 S Needs Shift Inspection: N/A- Sprinklers: /A Fire Alarm: ¢,d Hood & Duct: Monitor: pp Pre -Fire: Permits: Occupancy Type: i Inspector: MIL_ ,.37•53 Date: Ep 6// c) Hrs.: if. c--- $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 cro PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tat PILL Type of Inspection: �%�/7� / Aya TT Audress: Suite #: Za� 3z✓� Contact Person: Special Instructions: 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fro-112fro-112 2 v4c-t SW; rr" Gavr{i2 it WEj7 ib VAR/ fp f 4 ✓A> i "1 S giscc. /4(0 To 472 5r4r3bTia Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fy/�' S -el Date: -7/ t(Pl I IHrs.: 01:K.^-- $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 RECORD F-7) Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AA in OW-Ite (1-e, Sprinklers: El Type of Inspection: 3 -� co-A-riz- Address: 411 • Contact Person: Suite #: ,, .� ,Al Special Instructions: f/`f / /, ,,j/ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: p 5edzu fc 4,0e(2-dib:v 11/(ci0/0 3r"PL 110,75-24-176--6 Needs Shift Inspection: Sprinklers: El Fire Alarm: L9 Hood & Duct: Monitor: C Pre -Fire: Permits: Occupancy Type: Inspector: Date: 6/1 1 li C Hrs.: Z c c /- $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 RECORD p--.7 Retain a copy with permit (.‘„ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectM �'�`n a Type of Inspection: Ft, ASuite ddress:#: (gehe,, 151,i6 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - Qk -74o c yNiEKZ- 457- - 4 -DD A2,1J 4 7) 3L.11 -cls eggE /f -J KCL. ,(-6( 01(1.0 t"'" ea-rve-D Needs Shift Inspection: Sprinklers: `r Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 71/1, - Date: C-7-//9"/ 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: iiviiva Sprinklers: Type of Inspection: oo)2.- Address: ,, A�� Suite #: t 5i/4e r Contact Person: Occupancy Type: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 41729) DYL- le, Cvi'-- dry 260 J4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 43/ M Date: y s1/21 IHrs.: Z. V ] $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 RECORD F -----Ti Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ���L.e� Type of Inspection: ce,,C�--�z.._/fiti3O)4-6 GfcAddress: �,� � Suite #: ;'' Ffi-k/t10-11b ntact Person: Special Instructions: Phone No.: 2\' Approved per applicable codes. Corrections required prior to approval. COMMENTS: SMD L-eivg 7-rn— o- 2y2VO FL.� Needs Shift Inspection: Sprinklers: Li Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: sr -7.24 Date:4_/K /, c Hrs.: 2_ $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 RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ���� Q -e --- Type of Inspion: Address: c.t l � Suite #:� — v Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: gi911-6 wpervieNo cet` 4 17) Ce✓e tez,s f 1ivEz_l) S? rj2s ereNip PG 2 ! SNuD f/gots Needs Shift Inspection: Sprinklers: c7 Fire Alarm: 'Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: T- L S'4. Date: 3hZ� j 9 Hrs.: 1 $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: 14 v I% 11'- Type of Inspection) /kvaa Oran, Address:/Hi Suite #: i _I J .4ear__ Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. piCorrections required prior to approval. COMMENTS: w.er d s'ivi,44/ ss � - z � S hc,� rev-eAi s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: f274 s4i Date: / /q 1) 9 IHrs.: $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 INSPECTION NUMBER INSPECTION RECOR7 til=f23CRD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/14A A/g ` ,‘ Type of Inspection: Address: Suite #: 03014-16Pg.--- Contact erson: Special Inst u ions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1,0976.1 (V1974-(7p_s Afettemed Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorr7. pig 63 Date: _ /21/3/J U Hrs.: I,, $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:% � g.i4 Date: oirizlh< Type of Inspection: /Vil �,,�n/fact Address: Suite #:• �pl. e7„ �Q Person: Special Instru ions: ,-- Hood & Duct:i\i(il, Phone No.: Approved Approved per applicable codes. Corrections required prior to approval. COMMENTS: -1/%at-t- - cf/-44b•ik btt 564,<dvl u/ g'/z`/1 ( Needs Shift Inspection: Date: oirizlh< Hrs.: Sprinklers: Fire Alarm: Hood & Duct:i\i(il, Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4C-11/1. 74--- Date: oirizlh< 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 Norita Deckard 0 0 From: Don Tomaso Sent: Wednesday, October 24, 2018 11:00 PM To: Norita Deckard Cc: Ben Hayman; Al Metzler; Bill Rambo Subject: FW: Marvelle/Sterling - Address Change Norita, Can you update the Marvel Project from the 407 Baker Blvd address to "411 Baker Blvd" Pearl never responded back to any request about the self -assigned address to assign suite numbers for their location. Thanks, Don From: James Wander <jwander@allresco.com> Sent: Wednesday, October 24, 2018 2:28 PM To: Don Tomaso <Don.Tomaso@TukwilaWA.gov> Cc: Randy Wentworth <rwentworth@allresco.com>; Dean Hunter <dhunter@allresco.com>; Evan Lawler <elawler@allresco.com> Subject: RE: Marvelle/Sterling - Address Change Don, After internal discussions we would like to go with 411 Baker Blvd. Thanks, James Wander Project Manager 1 Pacific Northwest Region Alliance Pacific Northwest Builders 1325 4th Ave. Suite 1005, Seattle, WA 98101 (206) 900-2629 www.allresco.com 1 jwander@allresco.com From: Don Tomaso[mailto:Don.Tomaso@TukwilaWA.gov] Sent: Tuesday, October 23, 2018 10:04 AM To: James Wander Cc: Randy Wentworth; Dean Hunter; Evan Lawler Subject: RE: Marvelle/Sterling - Address Change James, Yes, 415 is also available, was not sure if you wanted to use the previous address. Don 1 0 0 From: James Wander <jwander@allresco.com> Sent: Tuesday, October 23, 2018 7:34 AM To: Don Tomaso <Don.Tomaso@TukwilaWA.gov> Cc: Randy Wentworth <rwentworth@allresco.com>; Dean Hunter <dhunter@allresco.com>; Evan Lawler <elawler@allresco.com> Subject: RE: Marvelle/Sterling - Address Change Don, Is 415 Baker Blvd still available? James Wander Project Manager I Pacific Northwest Region Alliance Pacific Northwest Builders 1325 4th Ave. Suite 1005, Seattle, WA 98101 (206) 900-2629 www.allresco.com 1 jwander(allresco.com From: Don Tomaso[mailto:Don.Tomaso@TukwilaWA.gov] Sent: Monday, October 22, 2018 5:27 PM To: James Wander Cc: Randy Wentworth; Dean Hunter; Evan Lawler Subject: RE: Marvelle/Sterling - Address Change James, I have been unable to get the Pearl owner to respond to my request to discuss his self -assigned address. To speed up resolving this address issue would Marvel be amenable to utilizing either 409, 411, 413 Baker Blvd? Please let me know and I will make the adjustments and let the permit center know to update all the issued permits. Thank you, Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomasoCa�tukwilawa.gov Direct Line 206-971-8723 Office Line 206-575-4407 "You can't live a perfect day without doing something for someone who will never be able to repay you." John Wooden 2 © • Norita Deckard From: Don Tomaso Sent: Tuesday, February 20, 2018 5:43 PM To: Norita Deckard Subject: FW: D17-0300 Sterling SC Address Norita, They opted for "407" Baker Blvd. Don From: Aya Rojnuckarin <ayar@urbalarchitecture.com> Sent: Tuesday, February 20, 2018 2:54 PM To: Don Tomaso <Don.Tomaso@TukwilaWA.gov> Cc: Evan Lawler <elawler@allresco.com>; Alex Dalzell <alexd@urbalarchitecture.com> Subject: D17-0300 Sterling SC Address Good afternoon Don! Thanks for giving me a ring earlier today. I was able to get in contact with Alliance, and Evan let me know they would like to go with "407" as the building's address number. Thanks so much, Aya Virus -free. www.avast.com 1/ 0 0 Norita Deckard From: Aya Rojnuckarin <ayar@urbalarchitecture.com> Sent: 'Monday, June 26, 2017 11:56 AM To: Fire Marshal Cc: Alex Dalzell; Brad Eckland Subject: 415 Baker - Sterling South Center Adult Active Apts Attachments: 17-004 -- A1.00 - Site Plan.pdf Good Morning! Thank you for your helpful input this morning. I've have attached our current site plan for our proposed active adult apartment located at the SW corner of Baker and Andover. We are a 7 story structure with a parking access driveway along the southern & western portion of our site. I would like to work through fire access requirements with you. Feel free to call me at my office number below in my signature. Let me know if I can provide any additional information. Best, Aya Rojnuckarin ARCHITECTURE 1938 Fairview Avenue East, Suite 100 Seattle. Washington 98102 avarrai: urbalarchitecture.corn 0: 206.676.5640 C. 206.251.1160 1 SITE A, 00J 1'.20V ADJACENT 1 STORY AUTO SHOPI —7,407 BAKER BLVD APN 022310-00871 'GREEN SCREEN' PLANTING FENCE PER NEW CONSTRUCTION ON ADJACENT PROPERTY ---- 20' --- i EXISTING CURBCUT NEW CURB R 224'-1P PROPERTY LINE BAKER BLVD CURBLINE = RIGHT OF WAY - J SIDEWALK 415 BAKER BLVD ZONING TUC-TOD, 70' 176,599 SF ACTIVE LIVING RESIDENTIAL BUILDING 166 RESIDENTIAL UNITS PARKING FOR 170 VEHICLES ANDOVER INDUSTRIAL PARK #2 POR NLY & ELY OF LN RNG S 01-34-33 W 235 FT FR PT ON N LN TR 8 DIST 35410 FT ELY FR NW COR SD TR TH S 88-25-27 E 224 93 FT TO E LN TR 9 APN.022310-0080 EXISTING 2 STORY MASONRY BUILDING TO BE DEMOLISHED LINE OF PROPOSED BUILDING FOOTPRINT, TYP F. 72-8 ! - - 22. EXIT 184 -9118' BUILDING ENTRANCE - - S SERVICE STAIR AREA LOADING AREA ONE WAY DRIVE AISLE `--- L3 LINE ABOVE 2N -n• PROPERTYLINE WASHINGTON PLACE HOTEL AND APARTMENTS, X23 ANDOVER PARK E r;APN 022310-0090 NEW CONSTRUCTION IIP GARAGE oN ENTRY 1N0 WAY GARAGE ENTRY — NEW CURB — L3 LINE ABOVE — SITE SETBACK —4 ANDOVER PARK E. NEW CURB CUTS FROM CIVIL STREET FURNITURE FROM LANDSCAPE URBALO ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East sum loo , Seattle, WA 98102 info@urbalarchltecture.com www.urbalarchitecture com r 206-257-0972 STERLING SOUTH CENTER, A TUKWILA ACTIVE ADULT RESIDENCE 415 BAKER BOULEVARD, TUKWILA, WA 90108 ADMIN DESIGN REVIEW 06.30 2017 SITE PLAN DATE 06 30 2017 SCALE As Indicated DRAWN Author JOBS 17-004 A1.00 BAKER BLVD -R.O.W. CENTERLINE 60.0,0 W. ASPHALT PAVING SECONDARY VEFIICULAR ACCESS PRIMARY GARAGE EGRESSa SECOUARY GARAGE NICAIESSEGIESS UNE OF LEM 3 OVERHANG ABV LIGHT POLE LYN REFER TO GVK T" FOR DETAIL LINE OF LEVEL 3 OVERHANG ABV 17 PROPOSED STREET TREES REFER TO LANDSCAPE PLANS BIKE RACK PEP LANDSCAPE 15 SETBACK FROM BAC, OF CURB PEP. TUC CORRIDOR STANDARDS LINE OF CURB STREET PI IRNOINE PER LDNDSC0'9 •n 710 LINE OF CANOPY ABV STEPS AND RAMP ELEVATIONS PER CIVIL 9' CURB CUT LINE PROPERTY LINE' ANA IMPROVEMENTS PER PROJECT6 1,173 FF ELEV 28 fro ACCESSIBLE ENTRY SIGN Ni INTERNATIONAL SYMBOL OF ACCESSIBILITY W -R ADDRESS 415 SUER BLVD :ONE TUC -TOO. 70 PROJECT DESCRIPTION 233,628 SF ACME ADULT RESIDENT!, APARTMENTS 16B RESIDFNML UNITS PARKING FOR 18• 1011CLES LEGAL DESCRIPTION AND00ER INDUSTRIAL PARK 02 POR WY 4 Eli OFLNRN5 S0I.3433 W 235FTFP PTONNLN TM! DI51154RIFT ELYFRNW90.9SD1R7N 56825-27 E 224 93FITOELllTR9 APN p^3104C0 SITE AREA=I 2 ACRES APPROX 8UIL01NC FFELE✓:9'd1FMRANC£ 05 R BLING RAO STORY MASON RY BUILDING TO BE DEMOLISHED INE OF IFIEI 3. DVERNANG ABVD FF ELF/ 2,64 FF ELEV 26.. 11,50 WAY OWE AISLE KERS-IONE RETAININ` WALL REFER TO CMI AND LANDSCAPE DEI FOR MORE INFORMATION SITE PLAN 90' 0000-E _240. iT 70773 LINE ,ER =1'O' LONE OFLEVEL 3 /,HANG ABV EAST ELECTRICAL JAULT,. TO REMAIN. REF ALTA SURVEY El" I INANSFOLP TO REMAIN REF ALTA 3,VEY L. Of EAST UTIUtt EASEMENT LIGN7 POLE. TYP REFER NI,IVILRN FOR DETAIL SETBACK FRC, BACK OF CURB PER TUC CORRIDOR STANDARDS PROPOSED 0TREE7 TREES. REFER TO LANDSCAPE PIANS LINE OF LEVEL J OVERHANG PBV PRIMARY VEHICULAR ACCESS PRIMARY GARAGE MGRESSEGRESS 8 BAGS OF HOUSE ACCESS LINE OF NEW CURB 'GREEN SCREEN' PLANTING FENCE ALONG SOUTH PROPERLY LINE PART OF NEW CONSTRUCTION FOR ADJACENT PROPERTY APR 02231O60901 6114 REAP SETBACK site plan showing property lines and building location NORTH URBALO ARCHITECTURE 1 RBA 61.91.1 3 A: 1938 Fairview Avenue East SUM IYO Seattle, WA 98102 lnfo@urbalarchltecture.com www urbalarchitecture.com r 206-257-0972 "" IlLl,1Si 1 HLU A 1111 U 1 .ii DATE 06.15.2018 MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 015 BAKER BOULEVARD, TUKW ILA, wA 9818$ 10009 SD PROGRESS PRINT ,DING PERMIT SEI 0.31 2D17 009802TMN ONLY PERMIT 12063017 OP CORR 1160Y. CD CHECK SE 1 01 10 2218 BIO SET REVISIONS 0 CORR. 3 2 03022018 90% CD 03093018 9MOKE COMIROLSU8MTTAL 03202018 ISSUED FOR CONSTRUCTION SETZS., 08153019 09072017 SITE PLAN DATE 06.15.2018 DRAWN Author JOB 8 17-000 A1.00 10 ,,A1.01A MAINLINE— • — • — • — - - - - — 0 • 0 366.3. ar 2346 14.41/? i6-2112 TYP \ _ 3010 STALLS- •1 0 0 0 64 tt I concrete masonry unit walls (CMU) built around generator room for vehicular damage protection 0905 46411 generator with built in containment -0 ll-zurcut. :11 SPRINKLER OMIT RN • • T 0 2Z -r Ir 16365 I 1 < I 2,6 116r 1362 Mr if 6-41/? r -t 1 I56r LEVEL 1B 36-3 16.1r 2136 ITV • r, rr r 12.11, 13 9641T 140-0. .1 6-21171 1 -1 (1) 4 (b 6 6 0 _ PLAN NOTES I SEE SNEETIMISTOR WALL Dr PE DETAILS 2 SEE SIEETBEdibt FOR DOOR AND WINDOW SCHEDULES 1 SEE SHEETS AD 10 - A011 FOR GENERAL ACCESSIBILITY REQUIREMENTS I SEE SNEER glIMMEOR OCCUPANCY AND OWING OIAGRAMS REFER TO CNA ANEILMCGCAPE PLANS FOR SITE INFOR0619061 6 OCCUPANT LOAD OF ASSEMBLY OCCUPANCIES OR SPACES SHALL BE POSTED INA CONSPICUOUS PLAGE NEAR THE 69442 EYJT FROM SPACE ENCLOSURES 11100 ARE PERMITTED 00 BE PENETRATED BY DUCTS MDR. TRANSFER OPENINGS SNAIL BE PROTECTED...PROVED FIRE AND SMOKE DAMPERS 12 8 SNORT ENCLOSURES DM ARE PERMITTED TO BE PENETRATED B. DUCTS AND. TRANSFER OPEMNGS SHALL 46 06016601040110 13 APPRONED ERE AND SMOKE CAUWERS 9 OICIIE9606XII066IN006 PARTITIONS SNALL BE PROTECTED LATH APPROVED FIRE CAMPERS 10 OSTEO SMOKE DAMPER SHALL BE PROVIDED AT EACH POINT A DUCT OR MR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE REQUIRED 10 HAVE SMOKE AND GRAFI CONTROL COOPS. 16 ELEVATORS PER OUTLINE SPECIFICADON REFER TO UNIT PLANS SHEETS WIN FOR .P.E.,06 LAYOUT OF UNITS UNTT AND ROOM NUMBERING IS PRELAII.ARY FIKAL UNIT AND ROOM NUMBERING TO BE DETERMINED BY TUMMLA FIRE MARS.. INTERIOR DOORS SY.. BE MIN FROM ADJACENT VALLS UNLESS 15060 056005090 RES STORAGE ROOMS IN CORRIDORS TO NAVE 66601 66090 STORAGE PARTR EN SYSTEM VERIFY SIZE AND GUARD TT MOANER SEE EMETIN/FOR METAL PANEL SCHEDULE MILANI. LEGEND FRAME/ YALL CONCRETE WALL 1 IM SMOKE WIRIER ,OCCUPOIGY SEPARATION) - SE9ARATIO41SRAFT WALLB 1101 21021) 3 RR SEPARATION CMU WALL 2=2 DROPPED SOFFIT .RESEENTIAL SLEEPING UNITS/ OMGRAMMATC 9ENTING TRAFFIC COATING (FLOOR FORCE MENAGE LEGEND: CE119 EXIT SIGN RN EMERGENCY LICKING EMERGENCY LIGHTING I555 FIRE E.INCUISNERGAMNET 0 AIM l'URBALS ARCHITECTURE uRBANIRuRAt. 1938 Fairview Avenue East 42114 110 Seattle, WA 98102 info@urbalarchttecture.com www.urbalarchitecture.com 0 206-257-0972 . . ' at,itwtitly1 DATE 0E1.15.2018 . - MARVELLE SOUTHCENTER, AN ACTIVE ADULT RESIDENCE A1S BAKER BOULEVARD, TUKW ILA. WA MN .I• Al ....61 IBA SD PROGRESS PRINT 01 072017 BIALOING PERMIT SET 1031.20I7 MOAB. ONLY PERMIT A 12062011 DP CORR. 1 PM CO CHECK SETA 01.102016 BID SET REVISIONS A °swami BP CORR. 2 /2\ 01022018 1001900 0101010 SMOKE CONTROL 61.161.91TTAL 61.29.2010 ISSUED FOR CONSTRUCTION SET 1 18 POST SP CORR. 1 TO REV 0 5 68.131011 FLOOR PLAN - LEVEL 1B ., ... DATE 08.15.2018 SCALE 2211144061444 DRAWN Author .208 12 11-004 7. c..."'.r'.... A1.01B SD - 003 2018-08-15 ASI -001 20 10 0 20 40 SCALE IN FEET KEY NOTES: KEY NOTE: DETAIL/ SHEET OWITH STORMWATER POINT OF COMPLIANCE PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 23.94 DRIVEWAY 35,431 O STORMWATER POINT OF COMPLIANCE WITH PLUMBING DESIGN. SEE MEP PLANS FOR CONTINUATION 8" IE 24.52 CONC WALK 2,786 O CB 81, STORMFILTER CB (SINGLE CARTRIDGE FOR WO TREATMENT) SFCB61/ C07 0 CB 63, STORMFILTER CB (SINGLE CARTRIDGE FOR WO TREATMENT) SFCB#22 C07 OTIGHTLINE 8" SO AT 0.02 FT/FT MIN SLOPE AND 2' MIN COVER BMONEC0NTR0LBU01417TCL 03290018 O ROOF OVERHANG (TYP) . OCONTRACTOR EX DRY UTILITY DUCT BANK. TO FIELD LOCATE & VERIFY& NOTIFY ENGINEER IF CONFLICTS ARISE W/ SD PIPE SCALE AS SHOWN O ROOF DOWNSPOUTS (TYP) _ - 0 4" SDCO RIM 27.00 4" IE 24.5U 10 97 LF 4' SD AT 002 FT/FT MIN&2'MIN COVER 18' PIPE 11 4" SDCO RIM 27.50 4"IE 22.50 12 68 LF 4" SD AT 002 FT/FT MIN&2'MIN COVER .. O44LF4" SD AT 0.02FT/FT MIN&2'MIN COVER 0 4" X 4" WYE CONNECTION 0 8"X4"SD TEE - i1 'C').3 Ilo3 IED' ,11 ikii ICY I,4g Iwm 61 41 10 I j'0 - BASE MAP/TOPOCRAPHY PROVIDED BY I0m0 OTHERS DCG CANNOT BE HELD LIABLE D R FOR ACCURACY. CONTRACTOR SHALL 0+, 0+10 EXISTING SITE AREAS DEVELOPED SITE AREAS DESCRIPTION AREA (SF) DESCRIPTION AREA (SF) BUILDING 6,533 BUILDING 40,444 DRIVEWAY 35,431 DRIVEWAY 7,778 CONC WALK 3,561 CONC WALK 2,786 LANDSCAPING 6,561 LANDSCAPING 1,078 TOTAL 52,086 TOTAL 52,086 GENERAL NOTES: 1. ALL STORM DRAIN PIPE MATERIAL SHALL BE HDPE OR CITY APPROVED EQUIVALENT 2. NEAREST 100 -YEAR FLOOD PLAIN IS NOT IN VIEW BASED ON FEMA MAPPING. CITY OF TUKWILA STORM DRAINAGE NOTES: 1 ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL. UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER 'DRAINS TO STREAMS". "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER". AS APPLICABLE 3. DRIVEWAY CULVERTS SHALL 8E OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 4. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. LEGEND: Etta 0+20 CONCRETE ASPHALT LANDSCAPE RETAINING WALL TREE PIT GRATES Or. 0+. 0 0+, 0+70 0+. 0+. C.",2o °.::" ' BAKER BLVD TE - �----F- 2-r_ i I m m r: ,., m.s..,_ -, _�' Iwo ,s ss__..s " -1.--,, .--0.00 -- l�-i- + I -+�-1• 1� =' ice= + �- 1 _ cI ,..^ s�. (� �_ „_.\ i.' = t (TB -I I `x 50+0064' `1 Ip ,1 L 1.00 _____o_.._ ---m MHJFt, ____ _,-___ -- Y -- ---- TYPE 2' --- ------------- --`-------CONTRACTORTO ---- - - FIELD LOCATE EX --t----- - DRY UTILITIES & " - --i CB 1/1 - - STORMFILTER CB u a "7" u+aa - --- ---- YG -- _.._ -__�- -- STA 0+20.63, 0.85' RTL RIM 27.411- B' IE (S) 19.32 -EX18"EIC-,W)18.32 SUMP 16.32, NOTIFY ENGINEER -------+--- - ---- wi STS - - "}' - - - ARISE W/ SD PIPE - - t ___ _____-- Y - -i------- ' - -STA 0+72 64, 0.00 T - RIM � ' B' IE (N) 23-50 ---__-___ _-_--1 BUILDING PERMIT SOT^ 10113017 FOUNDATION ONLYPERNIT A 12082011 J,� � I BP CORR.2 %2\ 03.02 2010 1 BMONEC0NTR0LBU01417TCL 03290018 ._a_-_. 0 - -. __ _ � L -....... �..--....'....-. . _ -... f F -NATE @ I ROAD _ .. SCALE AS SHOWN a------ DESIGNED BY ES _ - EXLSLNG_--- - - -z --- -1- 4- 18' PIPE STORMFILTER 0+79.11, 006' RI 8" IE (W) 8" IE (E)23.50 9 L 8" HOPE SD @008 FT/FT - .. TEE STA 0+48.00, CL - - - I I FIELD VERIFY GRADES, UTILITIES, AND InwD ALL OTHER EXISTINGFEATURESAND 2 BUSINESS DAYS Iw'm CONDITIONS IF CONDITIONS ARE NOT wvd AS SHOWN AND/OR PLANS CANNOT BE BEFORE YOU DIG IiW CONSTRUCTED AS SHOWN, CONTACT IH3/ DCG PRIOR TO CONSTRUCTION (UNDERGROUND UTILITY LOCATIONS ARE APPROX) D+130 0+10 0+20 5 0 10 20 SCALE IN FEET CALL 811 0+ 0+40 0 a0 STORM DRAIN (WEST) - PROFILE VIEW 0+170 SCALE 1" = 10' 0+6 0+190 MHO. TYPE 2 STA 0+20.63, 0.85' RT - ---- RIM 27.41.- 8' IE (S) 19.32`. EX 16' IE (E.W) 18 32 UMP 16.3 49 LF 8' HDP 1+00 1 08 CB #1 STORMFILTER CB - STA 0+72 64, 0 00' T _ _ RIM 27 75 8" IE (N) 23.50 b _ �!'Q � 'TUN IN f0liiiiiif it ltR1. "'- -T _ -. .r_ te.-ii-a�- 0�-��1 •0 r PROPOSED BUILDING FF ELEV 28.00 storm drain locations MH 82, TYPE 2 STA 0+26.46, 0.02' RT RIM 2800 8"10 (W) 22121 EX 1?" IE `N.S1?' .' 1 SUMP 19 11 CB 82. TYPE 1 STA 1+48 57.1 03' RT RI ' 27 75 8"IE(E 24.84 SUMP "2.84 CB #3 STORMFILTER CB TA 0+79.11, 0.06' RT RIM 27 75 8'IE (W) 23.50 :" IE (E) 23.50 T 52800.. `FENCE 0 2 - ll 67 LF 8' HOPE SD @ 0 02 FT/FT 223 PARK E 50 LF 8' H0PE SD @ 004 FT/FT MIN 53+00 2,9n') +, DRAINAGE PLAN STORM DRAIN (SOUTH) -PROFILE VIEW SCALE: 1"= 10' 5 0 10 20 1 SCALE IN FEET URBAL. ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East awn we Seattle, WA98102 ,_„ „ ,.(,,, ,_(„ ,.),e ,, D.CIG civil structural u a "7" u+aa usu in- f+u v+ha eau ,u subm8tala/r.MoIona 1005 50 PROGRE55 PRINT 0907:011 BUILDING PERMIT SOT^ 10113017 FOUNDATION ONLYPERNIT A 12082011 BP CORR1180% CD CHECK BETA[� 01.102018 I BP CORR.2 %2\ 03.02 2010 1 BMONEC0NTR0LBU01417TCL 03290018 ISSUED FOR CONSTRUCTION SETA 08152018 M-IIIIIIIIIIIIII---- 4raaing Information DATE 06.15.2018 SCALE AS SHOWN DRAWN 8Y KR,ES DESIGNED BY ES 01E0691) BY 10,6 JOB / 17-004 *haat number C05 PACE L 01 _9_ STORMFILTER 0+79.11, 006' RI 8" IE (W) 8" IE (E)23.50 EX DRY UTILITY MH #2, TYPE 2 .. CB STA 1+48 57, 8' IE SUMP CB 83 DUCT BANK. STA 0826.46, 0.02' RT 82. TYPE 1 1 EG , CB CONTRACTOR TO 28G0 (W) 21 21 IRIM 0.03' RTSTA RT FIELD LOCATE & -� 1 8" IE -40 RIM2775 m 27.75 NOTIFY ENGINEER EX 12" IE 6)2"1 (E) 24.84 -� IK 23.50 IF CONFLICTS SUMP 19 11 O 2284 ARISE W/ SD PIPE � b/LE: ••ESD"0.02 ET/FT I 101/ } ------.,���/� ,FA x 8" SD TEE, -20 8" STA 0+58.25 CL -® SD@ 0.04 11.1111111111111.1.11111111111/11 - 50 LF1 8" HOPE FT/FT1 MIN w 11 I 70 1+60 I+50 1+40 I+SD 1+61+ro tn 0+100 n+A(1 +.1,, n+Fn n+L,n n+4n n vn n+an n 16" DRAINAGE PLAN STORM DRAIN (SOUTH) -PROFILE VIEW SCALE: 1"= 10' 5 0 10 20 1 SCALE IN FEET URBAL. ARCHITECTURE URBAN1RURAL 1938 Fairview Avenue East awn we Seattle, WA98102 ,ntopurbalarchitecture.c0m www.urbalarchltecture.cam T 206-257-0972 0P cq ,.. o I OS ao ., .P g e'ySNON D.CIG civil structural 31620 23rd Ave S Suite 307 Federal Way. WA 86003 P 206523 0024 F 206 523 1012 woe anger. corn STERLING SOUTHCENTER, AN ACTIVE ADULT RESIDENCE 411 BAKER BOULEVARD TUKWILA WA 88188 RECORD DRAWING BASED Ox INFORTAMTJoi COMPILED FROM THE CONTRACTOR AND OTHERS BY WOE 1:029 BOTHELL WAY NESTE.", subm8tala/r.MoIona 1005 50 PROGRE55 PRINT 0907:011 BUILDING PERMIT SOT^ 10113017 FOUNDATION ONLYPERNIT A 12082011 BP CORR1180% CD CHECK BETA[� 01.102018 SID SET REVISIONS e, 02092018 BP CORR.2 %2\ 03.02 2010 1005CD 03.002018 BMONEC0NTR0LBU01417TCL 03290018 ISSUED FOR CONSTRUCTION SETA 08152018 DRAINAGE PLAN 4raaing Information DATE 06.15.2018 SCALE AS SHOWN DRAWN 8Y KR,ES DESIGNED BY ES 01E0691) BY 10,6 JOB / 17-004 *haat number C05 PACE L 01 _9_ lct-S- 001 RED HAWK FIRE PROTECTION, LLC 801 Valley Avenue N.W. Suite D Puyallup, WA 98371 (253) 840-9900 FIRE SPRINKLER HYDRAULIC AND SIESMIC CALCULATIONS FOR STERLING SOUTH CENTER TUKWILA, WA RHFP JOB NO. 70040 Revision 02 WASHINGTON $TATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC g DHP MHF901 QP �� f , 11/26/18 SignatuDate Bryan Jaramillo From: Michael Cusick <Michael.Cusick@TukwilaWA.gov> Sent: Thursday, August 24, 2017 11:36 AM To: Daniel Radloff Subject: RE: Waterflow Information for 415 Baker Boulevard Attachments: doc00392620170824092500.pdf Daniel, Here the fire flow data that you requested for building proposed at 415 Baker. The static pressure is 150 PSI. The fire flow is 8,000 at 20 PSI. The pressure zone is 360. Please contact if you have any questions. Mike Cusick, P.E. Senior Program Manager - Sewer/Water 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 (206)-431-2441 (work) (206) 571-6318 (cell) Michael.Cusick@Tukwilawa.gov The City of opportunity, the community of choice. From: Daniel Radloff [mailto:danielr@redhawkfp.com] Sent: Thursday, August 24, 2017 11:05 AM To: Michael Cusick <Michael.Cusick@TukwilaWA.gov> Subject: Waterflow Information for 415 Baker Boulevard Hello Michael, Would you please send me the water flow information for the address 415 Baker Boulevard? Thank you, Leo ( art Daniel Radloff Estimator/Project Manager Red Hawk Fire Protection P 253.840.9900 Da nielR@redhawkfp.com REDHAHF901 OP www.redhawkfp.com 801 Valley Avenue N.W. Suite D, Puyallup, WA. 98371 1 .RED HAWK FIRE PROTECTION, LLC 801 Valley Avenue N.W. Suite O, Puyallup. WA 98371 Phone: (2531 8404900 1 Fac (80015914382 REDHAHF90IOP Issue The City of Tukwila Municipal Order Section 716.42.060 for the automatic standpipe requirement for the Sterlklg Southcenter Project cannot be achieved at the roof top standpipe with the available water pressure. The site water supply does not provide enough pressure to meet the automatic designation of the ordinance. We are requesting the Tukwila Fire Marshal's Office to use the Tukwila Municipal Order Section 13 16.42.120 Exception in its standpipe requirements for this project. Rules The foliowing paragraphs are all the pertinent rules and ordinances involved in this project. Tukwila Municlal Order Section 1316.42.120 Exceptions "Any exception to the items covered by this chapter shall be made by the Chief of the Fire Department or by the Fire Marshal. Requests for exception must be made in writing; exceptions granted or denied shall be in writing. Tukwila Municipal Order 2330 Fire Protection Standards for Mid -Rise Buildings Section 816.46.070 Standby Fire Pumps reads: Two standby fire ptenps shall be provided and shall have automatic controls to utilize the emergency water supply. One pump shall be diesel powered. The other shall be electric and shalt be capable of being powered from the building emergency power generator. Fire pumps may not be required if the fire sprinkler system hydraulic calculations do not require the use of the fire pump for system operation." Tukwila Municipal Order 2330 Fire Protection Standards for Mid -Rise Buildings Section 7 16A2.060 Standpipes reads: 'When standpipes are required, they shall be Class 1 Automatic -Wer. NFPA 14 3.3.17.2 defines an automatic wet standpipe es "A standpipe system containing water at all times that is attached to a water supply capable of supplying the system demand at an times and that requires no actions other than opening a hose valve to provide water at hose connections.' NFPA 14 3.3.17.5 defines a manual wet standpipe a'A standpipe system containing water at ail times that relies exclusively on the fire department connection to supply the system demand' Analysis The site static pressure for the project is 140psi at 11:00 on in the middle of the work week, as it was tested. This pressure is sufficient for the fire sprinkler system to operate without the use of a pump, therefore the pump requirement (Section 13 16.46.070) does not apply in this case. The standpipes, on the other hand, cannot meet Tukwila Municipal Order Section 716.42.060 without the use of a pump. The pressure available cannot overcome the building's elevation and standpipe flow requirements at the roof. The water supply would be able to support flowing 1,000 gpm at 70 psi at the roof. The automatic standpipe system would need to support 100 psi flowing 500 gpm at the roof. Other local judications such as Bellevue, Redmond, Tacoma. and Seattle allow for the use of manual wet standpipes in these exact same situations. As a mitigating solution, Bellevue and Redmond require that the PSI requirements to achieve 100 psi at the furthest stand pipe location be permanently affixed to the FDC for fire department reference. The standpipe interne piping would be 6', with 4' pipe used for the vertical runs. The standard 2.5' fire hose connections would be provided an the standpipes. The costs to ensure that the standpipes meet the automatic standpipe requirement are extensive. Initial estimates for the pump modifications alone are in the 8125,000 to $150,000 range for Red Hawk Fire Protection's additional scope. This does not include the electrical, mechanical. and other costly building modifications necessary to achieve this requirement. Conclusion Our request is for Tukwila Fire Marshal's Office to use the Tukwila Municipal Order Section 13 16.42.120 exception clause for this project's standpipe requirements and to add the permanently affixed PSI requirement to the FDC. This exception would not be out of line with standard fire protection systems. Approved by Tukwila Fire Marshal's Office February 14, 2017 FM51 Don Tomaso From: Daniel Radloff <danielr@redhawkfpcom> Sent: Monday, February 5, 2018 7:39 PM To: Don Tomaso Cc: Brett Harrison; David Fox Subject: Sterling Southcenter Variance Letter Attachments: Southcenter Code Variance Letter.pdf Follow Up Flag: Follow up Flag Status: Flagged Categories: Orange Category Hello Fire Marshal Tomaso, Attached is the revised letter that you requested after my visit. The standpipes will be able to support 1,000 gpm at 70 psi, which is above the 50 psi we discussed. Would you please verify that this will work for the variation that we are requesting to omit a fire pump? Thank you, Eve'(/pifart Daniel Radloff Estimator/Project Manager Red Hawk Fire Protection P 253.840.9900 DanielR@redhawkfp.com REDHAHF901 OP www.redhawkfp.com 801 Valley Avenue N.W. Suite D, Puyallup, WA. 9837 i Don Tomaso From: Daniel Radloff <danielr@redhawkfp.com> Sent Wednesday, January 10, 2018 1:18 PM To: Don Tomaso Cc: Evan Lawler; Brett Harrison; David Fox Subject: Sterling Southcenter Project Attachments: 70040 Southcenter Code Variance Letter.pdf . Follow Up Flag: Follow up Flag Status: Flagged Categories: Orange Category Hello Don, It was good talking with you about the Sterling Southcenter Project, as well as the other items your department is dealing with. I have attached our letter requesting a variance on the automatic standpipe requirement as it pertains to this project. Thank you for taking your time to listen to the direction we are looking to pursue. Would you please respond in a letter to our request? If you have any questions, please let me know. Thank you, 66e ktlifairt Daniel Radloff Estimator/Project Manager Red Hawk Fire Protection P 253.840.9900 DanielR@redhawkfp.com REDHAHF901 QP www.redhawkfp.com 801 Valley Avenue N.W. Suite D, Puyallup, WA. 98371 1 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BOULEVARD, TUKWILA, WA 98188, Drawing Name: 70040_FP1.00_Standpipe Isometric Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: NA No. of sprinklers calculated: 0 Calculation Date: 11/10/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1000 Type: Allowance at Source 250.00 at Node: HV600 Type: Hose 250.00 at Node: HV700 Type: Hose 250.00 at Node: HV801 Type: Hose 250.00 at Node: HV702 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 1000.00 @ 174.593 Type of System: NA Volume of Dry or PreAction System: N/A Water Supply Information: Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A ( M.E.P.CAD, Inc.'!`.' AutoSPRINK 2018 v14.2.9.0 Manually 11/10/2018 6:19:18AM Page 1 '.Jul `CIVO'd'3'W O'1 O'6717l.A 9I.0Z >1N1UdSoIny 0 0 0 Pressure - psi 8 0 0 ib 0 0 0 Q — 31006200 9300 122 11111111 111111111 111111111 LL1111111 111111111 111111111 111111111 =11 1 =Static Pressure 150.000 1000.00 © 175.000 I \ I I = 1000.00 © 174.593 111111111 /stem demand curve _ - - _ o o 0 co o 0 _ o S 0 i - Water Supplyhh imr:yigg Su 0yet 1 1 N 0 _ u c c u c 0 co 3 O Ft; m m Z 3 a co 1 N N m 0 5' 81.0Z/01.41. .area 2131N33H1f1OS ON11H31S :eweN 4of dSummary Of Outflowing Devices Job Number: 70040 Report Description: Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Hose HV600 250.00 250.00 25 104.286 Hose HV700 250.00 250.00 25 100.000 Hose HV702 250.00 250.00 25 118.224 Hose HV801 250.00 250.00 25 116.515 b Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/10/2018 6:19:45AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: Manually Flowing Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf)and shown as a negative tP value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) HV700 63-9 250.00 2% (See Notes) 0-0 120 100.000 Route 1 HOSE VALVE LEVEL 7A, Hose( -100.000)(31-0) E(4-3'/2), P0(12-0) 47-3% 0.215409 0.108 11 63-6 250.00 2.4690 47-3 10.189 11 63-6 4 9-7 120 110.297 0.014287 4.149 10 53-11 250.00 4.3100 9-7 0.137 105311 250.00 4 (See Notes) 283-8'% 120 114.583 Flow (q) from Route 2 2fT(16-0), BV(12-0), 11E(6-9%), 4EE(6-91,4) 145-11 0.051504 9.862 9 31 2 500.00 4.3100 429-7% 22.128 9 31-2 250.00 6 (See Notes) 11-2% 120 146.574 Flow (q) from Route 4 E(12-7) 12-7 0.016432 8 31-2 750.00 6.3570 23-91/2 0.391 8 31-2 6 (See Notes) 13-01/2 120 146.965 2E(12-7) 25-2 0.016432 0.497 7 30-0 750.00 6.3570 38-2 0 627 7 30-0 250.00 6 (See Notes) 110-0 120 148.089 Flow (q) from Route 3 6E(12-7), f(-0.000), BV(12-7), PO(37-8V2), BOR 125-9 0.027978 11.876 4 2-7% j ! `; `, '' ` : 1000.00 6.3570 235-9 6.596 4 2-7% 6 (See Notes) 3-0 120 166.561 BFP(-4.000) 0.027978 3 2-7% 1000.00 6.3570 3-0 4.083 3 2-7% 6 (See Notes) 1-11 150 170.645 LtE(17-1) 17-1 0.018515 0.831 2 0-8'/2 1000.00 6.3570 19-0 0.352 2 0-8% 8 (See Notes) 88-9 140 171.828 44-11/2 2.041 1000 -4-0 "'_"':, 1000.00 8.3900 132-10% 0.005446 0.724 E(30-6'/2), PIV(6-91/2), GV(6-9%), S 0.00 174.593 Hose Allowance At Source Total(Pt) Route 1 1000 1000.00 HV600 54-2 250.00 2'/2 (See Notes) 0-0 120 104.286 Route 2 HOSE VALVE LEVEL 6A, Hose( -100.000)(31-0) E(4-3'/2), P0(12-0) 47-3% 0.215409 0.108 10 53-11 250.00 2.4690 47-3 10.189 [ , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Manually Flowing 11/10/2018 6:19:57AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: Manually Flowing Date: 11/10/2018 . Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 114.583 Total(Pt) Route 2 HV801 74-81/2 250.00 2% (See Notes) 0-0 120 116.515 Route 3 HOSE VALVE ROOF, Hose( -100.000)(31-0) E(4-31/2), P0(12-0) 47-3/2 0.215409 0.108 13 74-5'/z 250.00 2.4690 47-3% 10.189 13 74-5'% 4 (See Notes) 19-21/2 120 126.812 4E(6 -9'h), EE(6-9%) 33-11% 0.014287 4.358 14 64-4'/2 250.00 4.3100 53-2 0.760 14 64-4% 4 0-10% 120 131.929 0.014287 0.380 15 63-6 250.00 4.3100 0-10% 0.013 15 63-6 4 (See Notes) 33-6 120 132.322 P0(20-0) 20-0 0.014287 14.524 16 30-0 250.00 4.3100 53-6 0.764 16 30-0 4 (See Notes) 1-81/2 120 147.610 BV(12-0), P0(20-0) 32-0 0.014287 -0.002 7 30-0 250.00 4.3100 1 33-8% 0.481 148.089 Total(Pt) Route 3 HV702 63-8% 250.00 2'h (See Notes) 0-0 120 118.224 Route 4 HOSE VALVE LEVEL 7C, Hose( -100.000)(31-0) E(4-3'/2), P0(12-0) 47-3/2 0.215409 0.108 19 63-5% 250.00 2.4690 1 47-3% 10.189 19 63-5'/2 4 (See Notes) 34-6 120 128.521 fT(16-0) 16-0 0.014287 14.952 28 29-0 250.00 4.3100 50-6 0 721 28 29-0 4 (See Notes) 150-3 120 144.195 BV(12-0), 8E(6-9%), fT(16-0) 82-4 0.014287 -0.944 9 31-2 250.00 4.3100 232-7 3.323 146.574 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Manually Flowing 11/10/2018 6:19:57AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: Manually Flowing Date: 11/10/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter \ 4.87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV Ba1V C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'% Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 111A° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve { © M.E.P.CAD, Inc. le AutoSPRINK 2018 v14.2.9.0 Manually Flowing 11/10/2018 6:19:57AM Page 6 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BOULEVARD, TUKWILA, WA 98188, Drawing Name: 70040_F'P1.00_Standpipe Isometric Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Density: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: NA No. of sprinklers calculated: 0 Calculation Date: 11/10/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 30 Type: Allowance at Source 250.00 at Node: HV290 Type: Hose 250.00 at Node: HV1 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 30: Type of System: NA Volume of Dry or PreAction System: Water Supply Information: N/A 500.00 @ 158.276 Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A NUJ M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 Manually 11/10/2018 5:46:05AM Page 1 0 p 0 $ O C) 0 r.� EOM O'6'Z'bl� 8L.0Z>1NIHdSoln`d co O 0 0 O O 3 0 0 O O 0 O 0 N O O O Pressure - psi 0 0 0 0 0 0 O W O O 1111111 111111111 111111111 111111111 111111111 111111111 111111111 f. SOO.0 500.0 111111111 - (stem dem D < N _ - 6 fD CD 'O K 1000.00 @ 175.000 Water Supply Surturo deet ;C) CD 3 O CD CD Z c 3 6 CD a) a) m O co 8I,0Z/014I.6 :e ea H21N30H1f1OS ONI1H31S :eweN qor MSummary Of Outflowing Devices Job Number: 70040 Report Description: Device Hose Actual Flow (gpm) HV1 250.00 Minimum Flow (gpm) 250.00 K -Factor (K) 25 Pressure (psi) Density (gpmpft2) Coverage (Foot) 100.000 Hose HV290 250.00 250.00 25 105.378 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/10/2018 5:47:46AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: Manually Flowing Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe t ) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) HV1 74-8% 250.00 2'% (See Notes 0-0 120 100.000 Route 1 Hose( -100.000)(31-0) E(4-3'/2), P0(12-0) 47-31/2 0.215409 0.108 33 74-5'/2 250.00 2.4690 47-3'/Z 10.189 33 74-5'% 4 (See Notes) 18-5 100 110.297 2E(6-91/2) 13-7 0.020018 4.737 32 63-6 250.00 4.3100 32-0 0.641 32 63-6 250.00 4 33 0 100 115.675 Flow (q) from Route 2 0.072165 14.307 308 30-6 500.00 4.3100 33-0 2.382 308 30-6 4 8-6 120 132.364 0.051504 3.691 306 22-0 500.00 4.3100 8-6 0.438 306 22-0 4 (See Notes) 97-6'A 100 136.493 fT(16-0), 4E(6-9%) 43-2 0.072165 5.745 794 8-9 500.00 4.3100 140-8% 10.155 794 8-9 4 (See Notes) 4-9 120 152.394 E(6 -9'h), fT(16-0) 22-9% 0.051504 2.059 31 4-0 500.00 4.3100 27-6 1.419 31 4-0 4 (See Notes) 4-41,6 120 155.872 CV(22-0), EE(4-0), S 26-0 0.071781 0.223 30 3-6 -. 500.00 4.0260 1 30-4% 2.181 0.00 158.276 Hose Allowance At Source Total(Pt) Route 1 30 750.00 HV290 63-9 250.00 2'% (See Notes 0-0 120 105.378 Route 2 Hose( -100.000)(31-0) E(4-3'/2), P0(12-0) 47-3% 0.215409 0.108 32 63-6 250.00 2.4690 47-3% 10.189 115.675 Total(Pt) Route 2 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Manually Flowing 11/10/2018 5:47:58AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: Manually Flowing Date: 11/10/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) (Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor r C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV Ba1V C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'/e° Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Manually Flowing 11/10/2018 5:47:58AM Page 5 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.70_Level 7 Overall Design Remote Area Number: 1 - Level 7 Residential Unit Remote Area Location: FP 2.70 Occupancy Classification: Ordinary Group I - Residential Unit Commodity Classification: Residential Density: 0.150gpm/ft2 Area of Application: 1500.00ft2 (Actual 3050.22ft2) Coverage per Sprinkler: 144.58ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 43 In -rack Demand: Hose Streams: Calculation Date: 11/16/2018 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 1082.42 @ 129.584 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A k,© M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 1 - Level 7 11/16/2018 7:22:59AM Page 1 'OUl `GVO'd'3'IN O`VJ 0.6.Z.17.1.A 91.0Z >INI:1dS0lny CO 3 91.0Z/91111. (31 0 0 0 cri 0 rn O 0 0 0 w 0 0 0 03 0 0 N 0 w con 0 CD N 01 U1 0 0 Pressure - psi 0 0 0 0 0 0 0 O 0 co 0 0 0 0 III I I I I I I I I I uI1I 111111111 111111111 11111(111 111111111 - 832.42 @ 129.584 1082.42 with Hose Allowance at Source I \ =1 1 =Static Pressure 150.000 082.42 @ 175.000 - I \I 1 111111111 111111111 (1) (stem demand curve - _ - - _ _ 03 0 o 0 b o 0) 0 o _ 0 o Cn C Cl) aso -. Om CD _ _ :CJ cD 3 0 m D cD 1v Z 3 cD 1 CD CD v 7J CD 0 0 cD ST) c 8602/96/6l• :elBa c_ O Z 1v 3 FR m 1 2 G) cn 0 H 2 0 m Z m iliSummary Of Outflowing Devices R Job Number: 70040 port Description: Ordinary Group I - Residential Unit (1 - Level 7 Residential Device Actual Flow (gpm) Minimum Flow (gpm) 17.21 K -Factor (K) 4.9 Pressure (psi) 12.339 Density (gpmpft2) 0.150gpm/ft2 Coverageunit Foot 114.75ft2 '"c Sprinkler 703 17.21 Sprinkler 704 17.29 17.21 4.9 12.453 0.151gpm/ft2 114.75ft2 Sprinkler 705 17.38 16.08 4.9 12.578 0.162gpm/ft2 107.22ft2 Sprinkler 706 17.39 16.08 4.9 12.591 0.162gpm/ft2 107.22ft2 Sprinkler 707 17.49 15.11 4.9 12.747 0.174gpm/ft2 100.75ft2 Sprinkler 708 18.73 16.04 4.9 14.609 0.175gpm/ft2 106.94ft2 Sprinkler 709 17.81 14.43 4.9 13.215 0.185gpm/ft2 96.19ft2 Sprinkler 710 20.06 17.07 4.9 16.752 0.176gpm/ft2 113.78ft2 Sprinkler 711 17.08 0.90 4.9 12.148 2.846gpm/ft2 6.00ft2 Sprinkler 712 19.59 14.82 5.6 12.232 0.356gpm/ft2 55.00ft2 Sprinkler 713 17.18 9.22 4.9 12.289 0.279gpm/ft2 61.50ft2 Sprinkler 714 17.29 0.90 4.9 12.447 2.881gpm/ft2 6.00ft2 Sprinkler 715 17.63 5.25 4.9 12.943 0.504gpm/ft2 35.00ft2 Sprinkler 716 17.64 6.94 4.9 12.957 0.381gpm/ft2 46.25ft2 Sprinkler 717 17.66 5.25 4.9 12.987 0.505gpm/ft2 35.00ft2 Sprinkler 718 17.69 9.24 4.9 13.040 0.287gpm/ft2 61.63ft2 Sprinkler 719 17.78 10.29 4.9 13.173 0.259gpm/ft2 68.63ft2 Sprinkler 720 20.41 14.82 5.6 13.277 0.504gpm/ft2 40.50ft2 Sprinkler 721 17.86 10.29 4.9 13.280 0.260gpm/ft2 68.63ft2 Sprinkler 722 20.58 14.82 5.6 13.509 0.245gpm/ft2 84.00ft2 Sprinkler 723 20.63 14.82 5.6 13.565 0.437gpm/ft2 47.25ft2 Sprinkler 724 18.38 11.92 4.9 14.072 0.231gpm/ft2 79.50ft2 Sprinkler 725 18.51 5.74 4.9 14.267 0.484gpm/ft2 38.25ft2 Sprinkler 726 18.57 11.17 4.9 14.355 0.249gpm/ft2 74.44ft2 Sprinkler 727 21.29 14.82 5.6 14.457 0.323gpm/ft2 66.00ft2 Sprinkler 728 18.86 12.03 4.9 14.813 0.235gpm/ft2 80.21ft2 Sprinkler 729 18.94 6.81 4.9 14.937 0.417gpm/ft2 45.38ft2 Sprinkler 730 19.00 10.60 4.9 15.038 0.269gpm/ft2 70.67ft2 Sprinkler 731 19.22 7.53 4.9 15.383 0.383gpm/ft2 50.19ft2 Sprinkler 732 20.43 14.69 4.9 17.384 0.209gpm/ft2 97.92ft2 Sprinkler 733 19.49 11.39 4.9 15.822 0.257gpm/ft2 75.94ft2 Sprinkler 734 19.52 11.39 4.9 15.867 0.257gpm/ft2 75.94ft2 Sprinkler 735 19.77 10.59 4.9 16.274 0.280gpm/ft2 70.58ft2 Sprinkler 736 20.11 9.87 4.9 16.837 0.306gpm/ft2 65.81ft2 Sprinkler 737 20.36 12.50 4.9 17.258 0.244gpm/ft2 83.33ft2 Sprinkler 738 20.51 9.87 4.9 17.529 0.312gpm/ft2 65.81ft2 Sprinkler 739 20.71 13.05 4.9 17.855 0.238gpm/ft2 87.00ft2 Sprinkler 740 20.73 9.20 4.9 17.898 0.338gpm/ft2 61.33ft2 Sprinkler 741 20.77 10.20 4.9 17.972 0.305gpm/ft2 68.00ft2 Sprinkler 742 21.61 11.05 4.9 19.441 0.293gpm/ft2 73.67ft2 Sprinkler 743 22.11 10.25 4.9 20.354 0.324gpm/ft2 68.33ft2 Sprinkler 744 24.46 15.27 4.9 24.929 0.240gpm/ft2 101.83ft2 Sprinkler 745 26.72 14.82 5.6 22.773 0.278gpm/ft2 96.00ft2 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/16/2018 7:23:28AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 703 68-81/2 4.9 17.21 1 (See Notes) 4-8 150 12.339 Route 1 Sprinkler, E(7-0), T(5-0) 12-0 0.051544 -0.280 7000 69-41/2 17.21 1.1010 16-8 0.858 7000 6941/2 24.18 2 8 6 150 12.918 Flow (q) from Route 4 0.014176 7001 69-41/2 41.40 2.0030 8-6 0.120 7001 69-412 17.29 2 0-6 150 13.038 Flow (q) from Route 2 0.027039 7002 69-41/2 58.69 2.0030 0-6 0.014 7002 69-412 29.30 2 6-3 150 13.052 Flow (q) from Route 11 0.057196 7003 69-412 87.99 2.0030 6-3 0.357 7003 69-41/2 17.64 2 0-6 150 13.409 Flow (q) from Route 14 0.080197 7004 69-4% , 105.63 2.0030 0-6 0.040 7004 69-41/2 17.49 2 1-0'/2 150 13.449 Flow (q) from Route 5 0.106486 7005 69-412 123.12 2.0030 1-012 0.111 7005 6941/2 17.69 2 7 0 150 13.560 Flow (q) from Route 16 0.136516 7006 69-41/2 140.81 2.0030 7-0 0.957 7006 69-41/2 18.57 2 (See Notes) 6-0 150 14.516 Flow (q) from Route 24 2E(11-0), P0(10-0) 32-0 0.171667 0.208 7007 68-1012 159.38 2.0030 38-0 6.524 7007 68-10'/2 2% 5 6 120 21.248 0.038968 7008 68-101/2 126.16 2.7050 5-6 0.214 7008 68-101/2 139.95 2% (See Notes) 23-0 120 21.463 Flow (q) from Route 3 E(4-31/2), 2E(6-9%) 17-10'/2 0.155005 7009 68 10'/2 266.11 2.7050 40-10% 6.338 7009 68-1012 51.19 21/2 7-4 120 27.801 Flow (q) from Route 42 0.214636 7010 68-101/2 317.29 2.7050 7-4 1.574 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7010 68-101/2 127.77 21/2 (See Notes) 97-10'/2 120 29.374 Flow (q) from Route 6 fT(10-9%) 10-91/2 0.401408 7011 68-10'% - 445.07 2.7050 108-8 43.613 - 7011 68-10% 2% (See Notes) 28-31/2 120 72.988 6E(4-3'/2), 2f(-0.000), sCV(7-2/2), BV(7-0), PO(12-0) 51-111/2 0.182637 1.952 14 64-4% 290.78 2.7050 80 3 14.657 14 64-41/2 4 0-10% 120 89.597 0.018895 0.380 15 63-6 290.78 4.3100 0-10'/2 0.017 15 63-6 4 (See Notes) 33-6 120 89.994 P0(20-0) 20-0 0.018895 14.524 16 30-0 - --- 290.78 4.3100 53-6 1.011 16 30-0 4 (See Notes) 1-81/2 120 105.528 BV(12-0), P0(20-0) 32-0 0.018895 -0.002 7 30-0 290.78 4.3100 33-81/2 0.637 7 30-0 541.64 6 (See Notes) 110-0 120 106.163 Flow (q) from Route 21 6E(12-7), f(-0.000), BV(12-7), PO(37-8/2), BOR 125-9 0.019927 11.876 4 2-71/2 832.42 6.3570 235 9 4.698 4 2-7% 6 (See Notes) 3-0 120 122.737 BFP(-3.149) 0.019927 3 2-7% 832.42 6.3570 3 0 3.209 3 2-7'/2 6 (See Notes) 1-11 150 125.946 LtE(17-1) 17-1 0.013187 0.831 2 0-81/2 832.42 6.3570 19-0 0.251 2 0-81/2 8 (See Notes) 88-9 140 127.028 E(30-6'/2), PIV(6-9'/2), GV(6-9'/2), S 44-11/2 0.003879 2.041 _ 1000 -4-0 832.42 8.3900 132-10'/2 0.515 250.00 129.584 Hose Allowance At Source Total(Pt) Route 1 1000 1082.42 704 68-81/2 4.9 17.29 1 (See Notes) 4-8 150 12.453 Route 2 Sprinkler, p E(7-0), T(5-0) 12-0 0.051981 -0.280 7001 69-4% - 17.29 1.1010 16-8 0.866 © M.E.P.CAD, Inc. g AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 13.038 Total(Pt) Route 2 705 68-8% 4.9 17.38 1 (See Notes) 0-8 150 12.578 Route 3 Sprinkler, p T(5-0) 5-0 0.052464 -0.280 7012 69-4% 17.38 1.1010 5-8 0.296 7012 69-4% 11/2 8-1'/2 150 12.594 0.003415 7013 69-4'/2 10.58 1.5980 81'/2 0.028 7013 69-4'h 0.65 11/2 1-0 150 12.622 Flow (q) from Route 48 0.003813 7014 69-4% ! 11.23 1.5980 1-0 0.004 7014 69-41/2 17.08 1'h (See Notes) 17-4% 150 12.626 Flow (q) from Route 9 EE(2-0), T(8-0) 10-0 0.021088 7015 69-4% 28.31 1.5980 27-4% 0.578 7015 69-41/2 17.78 2 6-3 150 13.203 Flow(q) from Route 17 0.017295 7016 69-41/2 46.09 2.0030 6-3 0.108 7016 69-4'% 17.86 2 4 6'h 150 13.311 Flow (q) from Route 19 0.031695 7017 69-41/2 63.95 2.0030 4-6'/2 0.144 7017 69-4'/2 39.80 2 3 6'h 150 13.456 Flow (q) from Route 12 0.077584 7018 69-41/2 103.75 2.0030 3-6% 0.275 7018 69-41/2 17.81 2 5-8 150 13.731 Flow (q) from Route 7 0.104009 7019 69-4% , `: ;, 121.56 2.0030 5-8 0.590 7019 69-4% 18.38 2 (See Notes) 8-4'/2 150 14.321 Flow (q) from Route 22 3E(11-0), PO(10-0) 43-0 0.134960 0.208 7008 68-10'% _ 139.95 2.0030 51-4% 6.934 21.463 Total(Pt) Route 3 706 68-8'/2 4.9 17.39 1 (See Notes) 0-8 150 12.591 Route 4 Sprinkler, T(5-0) 5-0 0.052516 -0.280 7020 69-4'/2 17.39 1.1010 5-8 0.296 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2Actual Elev 2 (Foot) I ' Total Flow (Q) ID Total (Foot) Friction(Pf) 7020 69-41 6.80 11/2 (See Notes) 8-9 150 12.608 Flow (q) from Route 50 EE(2-0), T(8-0) 10-0 0.015757 7021 69-4% 24.18 1.5980 18-9 0.296 7021 69-41/2 2 2-8% 150 12.904 0.005245 7000 69-41/2 24.18 2.0030 2-81/2 0.014 12.918 Total(Pt) Route 4 707 68-8'/2 4.9 17.49 1 (See Notes) 6-6 150 12.747 Route 5 Sprinkler, P E(7-0), T(5-0) 12-0 0.053116 -0.280 7004 69-41/2 17.49 1.1010 18-6 0.982 13.449 Total(Pt) Route 5 708 68-81/2 4.9 18.73 1 (See Notes) 4-111/2 150 14.609 Route 6 Sprinkler, E(7-0), T(5-0) 12-0 0.060255 -0.280 7022 69-414 -- - 18.73 1.1010 16-11% 1.022 7022 69-416 48.17 1'h 810Y2 150 15.351 Flow (q) from Route 10 0.103495 7023 69-41/2 66.89 1.5980 8-10% 0.917 7023 69-4'/2 19.22 1'/2 6 3 150 16.268 Flow (q) from Route 29 0.165130 7024 69-416 86.11 1.5980 6-3 1.030 7024 69-414 20.06 11/ 9-6 150 17.298 Flow (q) from Route 8 0.243244 7025 69-416 106.17 1.5980 9-6 2.307 7025 69-414 21.61 1'% (See Notes) 2-11 150 19.604 Flow (q) from Route 40 T(8 0), E(9-0), PO(8 0) 25-0 0.342662 0.208 7010 68-10'% 127.77 1.5980 27-11 9.562 29.374 Total(Pt) Route 6 709 68-8% 4.9 17.81 1 (See Notes) 2-6 150 13.215 Route 7 Sprinkler, P E(7-0), T(5-0) 12-0 0.054918 -0.280 7018 69-414 17.81 1.1010 14-6 0 796 13.731 Total(Pt) Route 7 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 710 68-1 4.9 20.06 1 (See Notes) 4-3'/2 150 16.752 Route 8 Sprinkler, E(7 0), T(5 0) 12-0 0.068391 -0.569 7024 69-4% 20.06 1.1010 16-3'/2 1.114 17.298 Total(Pt) Route 8 711 68-8% 4.9 17.08 1 (See Notes) 2-11 150 12.148 Route 9 Sprinkler, E(7-0), T(5-0) 12-0 0.050802 -0.280 7014 69-4'% 17.08 1.1010 14-11 0.758 12.626 Total(Pt) Route 9 712 68-8'/2 5.6 19.59 1 (See Notes) 8-0% 150 12.232 Route 10 Sprinkler, 2E(7-0) 14-0 0.065457 -0.280 7026 69-4% 19.59 1.1010 22-0'/2 1.443 7026 69-4% 20.41 1'/2 5-11% 150 13.396 Flow (q) from Route 18 0.039956 7027 69-4% 39.99 1.5980 5-11'/2 0.238 7027 69-41/2 20.58 1% (See Notes) 1-3 150 13.634 Flow (q) from Route 20 T(8-0) 8-0 0.086133 7028 69-4'/2 60.57 1.5980 9-3 0.796 7028 69-41/2 11/2 (See Notes) 7-4 150 14.429 E(9-0) 9-0 0.056366 0.000 7022 69-4% 48.17 1.5980 16-4 0.921 15.351 Total(Pt) Route 10 713 68-8% 4.9 17.18 1 (See Notes) 2-6 150 12.289 Route 11 Sprinkler, E(7-0), T(5-0) 12-0 0.051350 -0.280 7029 69-41,4 17.18 1.1010 14-6 0.744 7029 69-41/2 12.12 1% (See Notes) 5-3'% 150 12.753 Flow (q) from Route 45 T(8-0) 8-0 0.022473 7002 69-4'% - -- 29.30 1.5980 13-3'/2 0.299 13.052 Total(Pt) Route 11 714 68-1 4.9 17.29 1 (See Notes) 2-4 150 12.447 Route 12 Sprinkler, E(7-0), T(5-0) 12-0 0.051959 -0.569 7030 69-4% 17.29 1.1010 14-4 0.744 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings &Length Devices Equiv. q Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7030 69-41/2 1'/2 (See Notes) 4-5 150 12.622 T(8-0) 8-0 0.007887 7031 69-4% 16.64 1.5980 12 5 0 098 7031 69-4% 5.51 1% 3-0 150 12.719 Flow (q) from Route 13 0.013384 7032 69-41/2 22.14 1.5980 3-0 0.040 7032 69-4% 17.66 11/2 (See Notes) 7-7 150 12.760 Flow (q) from Route 15 EE(2-0), T(8-0) 10-0 0.039605 7017 69-4% - 39.80 1.5980 17-7 0.696 13.456 Total(Pt) Route 12 715 68-1 4.9 17.63 1 (See Notes) 1-4 150 12.943 Route 13 Sprinkler, T(5-0) 5-0 0.053870 -0.569 7033 69-41/2 17.63 1.1010 6-4 0.340 7033 69-4% 11/2 5 8 150 12.714 0.001019 7031 69-4'% 5.51 1.5980 5-8 0.006 12.719 Total(Pt) Route 13 716 68-81/2 4.9 17.64 1 (See Notes) 1-7 150 12.957 Route 14 Sprinkler, E(7-0), T(5-0) 12-0 0.053925 -0.280 7003 69-4'/2 i 17.64 1.1010 13-7 0 732 13.409 Total(Pt) Route 14 717 68-1 4.9 17.66 1 (See Notes 1-4 150 12.987 Route 15 Sprinkler, T(5-0) 5-0 0.054043 -0.569 7032 69-41/2 17.66 1.1010 6-4 0.341 12.760 Total(Pt) Route 15 718 68-1 4.9 17.69 1 (See Notes) 8-01/2 150 13.040 Route 16 Sprinkler, E(7-0), T(5-0) 12-0 0.054246 -0.569 7005 69-41/2 i 17.69 1.1010 20-0'/2 1.088 13.560 Total(Pt) Route 16 719 68-81/2 4.9 17.78 1 (See Notes) 0-8 150 13.173 Route 17 Sprinkler, T(5-0) 5-0 0.054755 -0.280 7034 69-4'/2 17.78 1.1010 5-8 0.309 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information 1 Elev 1 (Foot) K -Factor Flow added this step KO Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) (f) 7034 69-4'/2 2 0 6 150 13.202 0.002970 7015 69-41/2 17.78 2.0030 0-6 0.001 13.203 Total(Pt) Route 17 720 68-81/2 5.6 20.41 1 (See Notes) 0-8 150 13.277 Route 18 Sprinkler, T(5-0) 5-0 0.070612 -0.280 7026 69-4% 20.41 1.1010 5-8 0.399 13.396 Total(Pt) Route 18 721 68-8% 4.9 17.86 1 (See Notes) 0-8 150 13.280 Route 19 Sprinkler, T(5-0) 5-0 0.055168 -0.280 7016 69-4'/2 17.86 1.1010 5-8 0.311 13.311 Total(Pt) Route 19 722 68-81/2 5.6 20.58 1 (See Notes) 0-8 150 13.509 Route 20 Sprinkler, T(5-0) 5-0 0.071751 -0.280 7027 69-4% 1 20.58 1.1010 5-8 0.405 13.634 Total(Pt) Route 20 723 68-81/2 5.6 20.63 1 (See Notes) 6-4 150 13.565 Route 21 Sprinkler, 2T(5-0) 10-0 0.072027 -0.280 7035 69-4% 1 20.63 1.1010 16-4 1.176 7035 69-4% 12.41 1'/2 5-3 150 14.460 Flow (q) from Route 49 0.028054 0.000 7036 69-41A 33.03 1.5980 5-3 0.148 7036 69-4% 21.29 1'/2 7-1 150 14.608 Flow (q) from Route 25 0.070420 0.000 7037 69-4% 54.32 1.5980 7-1 0.500 7037 69-41,6 19.00 1% (See Notes) 1-8% 150 15.108 Flow (q) from Route 28 T(8-0) 8-0 0.122654 7038 69-41h 1 73.33 1.5980 9-8% 1.191 7038 69-4% 56.30 11,6 (See Notes) 1-1 150 16.298 Flow (q) from Route 23 E(9-0), P0(8-0) 17-0 0.351937 0.208 7039 68-10% 129.63 1.5980 18-1 6.368 �±, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) 11 1: }. Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7039 68-10% 257.72 2% (See Notes) 120-6 120 22.874 Flow (q) from Route 30 4E(4-31/2), 2f(-0.000), sCV(7-2/2), BV(7-0), PO(12-0) 43-5 0.310448 1.965 12 64-4'/2 387.35 2.7050 163 11 50 882 12 64-41/2 4 0-10% 120 75.721 0.032117 0.380 11 63-6 H . 387.35 4.3100 0-10'% 0.028 11 63-6 4 9-7 120 76.129 0.032117 4.149 10 53-11 387.35 4.3100 9-7 0.307 10 53-11 4 (See Notes) 283-8% 120 80.586 2fT(16-0), BV(12-0), 11E(6-9%), 4EE(6-91/2) 145-11 0.032117 9.862 9 31-2 �- 387.35 4.3100 1 429-7% 13.799 9 31-2 154.29 4 (See Notes) 11-2'/2 120 104.246 Flow (q) from Route 44 E(6-9%) 6-9% 0.059719 8 31-2 541.64 4.3100 18-0 1 076 8 31-2 6 (See Notes) 13-0'/2 120 105.322 2E(12-7) 25-2 0.008999 0.497 7 30-0:: 541.64 6.3570 38-2 0.344 106.163 Total(Pt) Route 21 724 68-1 4.9 18.38 1 (See Notes) 2-0% 150 14.072 Route 22 Sprinkler, E(7-0), T(5-0) 12-0 0.058206 -0.569 7019 69-4% - 18.38 1.1010 14-0% 0.818 14.321 Total(Pt) Route 22 - 725 68-1 4.9 18.51 1 (See Notes) 10-11% 150 14.267 Route 23 Sprinkler, E(7-0) 7-0 0.058950 -0.569 . 7040 69-4% 18.51 1.1010 17-11% 1.059 7040 69-4% 18.94 1'/z 12-4'/2 150 14.756 Flow (q) from Route 27 0.035379 7041 69-4% 37.45 1.5980 12-4% 0.438 7041 69-4% 18.86 1% (See Notes) 6-8 150 15.195 Flow (q) from Route 26 T(8-0) 8-0 0.075242 7038 69-4% 56.30 1.5980 14-8 1.103 16.298 Total(Pt) Route 23 i © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 11 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) = Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 726 68-1 4.9 18.57 1 (See Notes) 2-31/2 150 14.355 Route 24 Sprinkler, 2T(5-0) 10-0 0.059288 -0.569 7006 69-4% 18.57 1.1010 12-3% 0.730 14.516 Total(Pt) Route 24 727 68-81/2 5.6 21.29 1 (See Notes) 0-8 150 14.457 Route 25 Sprinkler, T(5-0) 5-0 0.076397 -0.280 7036 69-4'/2 21.29 1.1010 5-8 0.431 14.608 Total(Pt) Route 25 728 68-1 4.9 18.86 1 (See Notes) 3-7 150 14.813 Route 26 Sprinkler, E(7-0), T(5-0) 12-0 0.061034 -0.569 7041 69-4% - 18.86 1.1010 15-7 0.951 15.195 Total(Pt) Route 26 729 68-1 4.9 18.94 1 (See Notes) 1-4 150 14.937 Route 27 Sprinkler, T(5-0) 5-0 0.061507 -0.569 7040 69-41/2 - 18.94 1.1010 6-4 0.388 14.756 Total(Pt) Route 27 730 68-81/2 4.9 19.00 1 (See Notes) 0-8 150 15.038 Route 28 Sprinkler, T(5-0) 5-0 0.061892 -0.280 7037 69-41/2 19.00 1.1010 5-8 0.349 15.108 Total(Pt) Route 28 731 68-8'/2 4.9 19.22 1 (See Notes) 6-5 150 15.383 Route 29 Sprinkler, p E(7-0), T(5-0) 12-0 0.063205 -0.280 7023 69-41/2 - 19.22 1.1010 18-5 1.165 16.268 Total(Pt) Route 29 732 68-8 4.9 20.43 1 (See Notes) 4-81/2 150 17.384 Route 30 Sprinkler, E(7-0), T(5-0) 12-0 0.070773 -0.316 7042 69-4% 20.43 1.1010 16-8'/2 1.183 7042 69-4% 20.36 1% 6-0 150 18.251 Flow (q) from Route 35 0.041438 7043 69-4'/2 40.79 1.5980 6-0 0.248 7043 69-4% 20.71 1% (See2-9'/2 Notes) 150 18.499 Flow (q) from Route 37 2E(9-0), P0(8-0) 26-0 0.088563 0.208 7044 68-11 61.49 1.5980 1 28-91/2 2.550 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 12 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7044 68-11 33.22 2% 8-1 120 21.257 Flow (q) from Route 47 0.022927 7045 68-11 94.71 2.7050 8-1 0.185 7045 68-11 22.11 21/2 4-0% 120 21.442 Flow (q) from Route 41 0.033798 7046 68-11 116.82 2.7050 4-0'% 0.136 7046 68-11 61.39 2'/z 3-11% 120 21.578 Flow (q) from Route 34 0.073830 7047 68-11 , 178.21 2.7050 3-11 %z 0.294 7047 68-11 79.51 2%610'/2 120 21.872 Flow (q) from Route 31 0.146089 0.000 7039 68-10'/2 257.72 2.7050 6-10'/2 1.002 22.874 Total(Pt) Route 30 733 68-8% 4.9 19.49 1 (See Notes) 4-4% 150 15.822 Route 31 Sprinkler, E(7-0), T(5-0) 12-0 0.064870 -0.280 7048 69-4% 19.49 1.1010 16-41/2 1.063 7048 69-4'h 19.52 1'/2 11 1 150 16.605 Flow (q) from Route 32 0.038160 7049 69-4% 39.01 1.5980 11-1 0.423 7049 69-41 19.77 11/2 (See Notes) 19-0 150 17.028 Flow (q) from Route 33 T(8-0) 8-0 0.081466 7050 69-4'1h 58.78 1.5980 27 0 2 201 7050 69-41/2 20.73 1% (See Notes) 1-1 150 19.229 Flow (q) from Route 38 T(8-0), P0(8-0) 16-0 0.142461 0.208 7047 68-11 79.51 1.5980 17 1 2.435 21.872 Total(Pt) Route 31 734 68-8% 4.9 19.52 1 (See Notes) 3-8 150 15.867 Route 32 Sprinkler, p E(7-0), T(5-0) 12-0 0.065041 -0.280 7048 69-4% 19.52 1.1010 15-8 1.018 16.605 Total(Pt) Route 32 735 68-81/2 4.9 19.77 1 (See Notes) 3-61/2 150 16.274 Route 33 Sprinkler, E(7-0), T(5-0) 12-0 0.066584 -0.280 7049 69-4'h 19.77 1.1010 15-6% 1.033 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 13 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Totaf(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) - i` Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 17.028 Total(Pt) Route 33 736 68-81/2 4.9 20.11 1 (See Notes) 9-111/2 150 16.837 Route 34 Sprinkler, 2E(7-0) 14-0 0.068712 -0.280 7051 69-41/2 20.11 1.1010 23-11% 1.646 7051 69-4% 20.51 11/2 5-9 150 18.204 Flow (q) from Route 36 0.041129 -0.000 7052 69-41A 40.62 1.5980 5-9 0.237 7052 69-41/2 20.77 1'h (See Notes) 7-2 150 18.440 Flow (q) from Route 39 2E(9-0), P0(8-0) 26-0 0.088304 0.208 7046 68 11 -- 1; 61.39 1.5980 33 2 2 930 21.578 Total(Pt) Route 34 737 68-3 4.9 20.36 1 (See Notes) 7-1 150 17.258 Route 35 Sprinkler, 2E(7-0) 14-0 0.070297 -0.488 7042 69-4% 20.36 1.1010 21-1 1.481 18.251 Total(Pt) Route 35 738 68-8'/2 4.9 20.51 1 (See Notes) 1-41/2 150 17.529 Route 36 Sprinkler, E(7-0), T(5-0) 12-0 0.071317 -0.280 7051 69-4% 20.51 1.1010 13-4 h 0.955 18.204 Total(Pt) Route 36 739 68-8 4.9 20.71 1 (See Notes) 1-21/2 150 17.855 Route 37 Sprinkler, E(7-0), T(5-0) 12-0 0.072546 -0.316 7043 69-41A 20.71 1.1010 13-3 0.960 18.499 Total(Pt) Route 37 740 68-8'/2 4.9 20.73 1 (See Notes) 3-2 150 17.898 Route 38 Sprinkler, 2E(7-0), T(5 0) 19-0 0.072706 -0.280 7050 69-4% ; , . 20.73 1.1010 22-2 1.611 19.229 Total(Pt) Route 38 741 68-1 4.9 20.77 1 (See Notes) 2-2'/2 150 17.972 Route 39 Sprinkler, E(7-0), T(5-0) 12-0 0.072983 -0.569 7052 69-4% 20.77 1.1010 14-21/2 1.038 18.440 Total(Pt) Route 39 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 14 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 742 68-8Y2 4.9 21.61 1 (See Notes) 0-8 150 19.441 Route 40 Sprinkler, p T(5-0) 5-0 0.078487 -0.280 7025 69-41/2 - 21.61 1.1010 5-8 0.443 . 19.604 Total(Pt) Route 40 743 68-8 4.9 22.11 1 (See Notes) 2-7'h 150 20.354 Route 41 Sprinkler, E(7 0), PO(5 0) 12-0 0.081889 -0.108 7045 68-11 22.11 1.1010 14-712 1.196 21.442 Total(Pt) Route 41 744 68-8% 4.9 24.46 1 (See Notes) 0-7Y2 150 24.929 Route 42 Sprinkler, T(5-0) 5-0 0.098781 -0.280 7053 69-4% - - 24.46 1.1010 5_7% 0.558 7053 69-4% 26.72 1'h (See Notes) 3-10 150 25.206 Flow (q) from Route 43 2E(9-0), T(8-0), P0(8-0) 34-0 0.063085 0.208 7009 68-10'% 51.19 1.5980 37-10 2.387 27.801 Total(Pt) Route 42 745 68-8'/z 5.6 26.72 1 (See Notes) 9-4 150 22.773 Route 43 Sprinkler, p 2E(7-0) 14-0 0.116314 -0.280 7053 69-412 26.72 1.1010 23-4 2.713 25.206 Total(Pt) Route 43 20 64-41/2 154.29 4 0-101/2 120 88.197 Route 44 Flow (q) from Route 46 0.005850 0.380 19 63-5% 154.29 4.3100 010'/2 0.005 19 63-5'h 4 (See Notes) 34-6 120 88.582 fT(16-0) 16-0 0.005850 14.952 28 29-0 154.29 4.3100 50-6 0 295 28 29-0 4 (See Notes) 150-3 120 103.830 BV(12-0), 8E(6-9%), fT(16-0) 82-4 0.005850 -0.944 9 31-2 154.29 4.3100 232-7 1.361 104.246 Total(Pt) Route 44 7033 69-4% 5.51 11/2 (See Notes) 6-11 150 12.714 Route 45 Flow (q) from Route 13 EE(2-0) 2-0 0.004392 7029 69-4% 12.12 1.5980 8-11 0.039 12.753 Total(Pt) Route 45 %© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 15 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot ( ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 7011 68-101/4 21/2 (See Notes 162-9% 120 72.988 Route 46 fT(10-9%) 8E(4-31/2), 2f(-0.000), sCV(7-21/2), BV(7-0), PO(12-0) 71-41/2 0.056548 1.969 20 64-4% 154.29 2.7050 234-2 13.241 88.197 Total(Pt) Route 46 7007 68-101/2 126.16 21/2 2-8 120 21.248 Route 47 Flow (q) from Route 1 0.003301 -0.000 7044 68-11 33.22 2.7050 2-8 0.009 21.257 Total(Pt) Route 47 7030 69-41/2 16.64 11/2 (See Notes) 3-7'/2 150 12.622 Route 48 Flow (q) from Route 12 T(8-0) 8-0 0.000020 7013 69-41/2 - 0.65 1.5980 11-71/2 0.000 12.622 Total(Pt) Route 48 7028 69 4'h 48.17 11/2 6-9 150 14.429 Route 49 Flow (q) from Route 10 0.004584 0.000 7035 69-4% 12.41 1.5980 6-9 0.031 14.460 Total(Pt) Route 49 7012 69-4% 10.58 11/2 9-2 150 12.594 Route 50 Flow (q) from Route 3 0.001506 7020 69-41/2 6.80 1.5980 9-2 0.014 12.608 Total(Pt) Route 50 L ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 16 Job Name: STERLING SOUTHCENTER Remote Area Number: 1 - Level 7 Residential Unit Date: 11/16/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter \ 4.87 \ = Factor ` Schedule 40 Steel Pipe Inside Diameter r C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 221/0 Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg De1V EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11%° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - Level 7 Residential 11/16/2018 7:23:39AM Page 17 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.30_Level 3 Overall Design Remote Area Number: 2 - Level 3 Amenity Remote Area Location: FP 2.30 Occupancy Classification: Ordinary Group I - Amenity Commodity Classification: Residential Density: 0.150gpm/ft2 Area of Application: 3000.00ft2 (Actual 3068.65ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 41 Calculation Date: 11/17/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 998.24 @ 90.469 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: 111.178 Right: 116.958 k© M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 2 - Level 3 11/17/2018 8:08:21AM Page 1 O N K o rrl w o n 0 D 0 5 A o O'6.Z'176A 9602 HNIHdSolnV J 0 O (O O O T1 (0 0 03 3 O N 03 g O co O co v D w 0 0 m o 0 (D N 0 O N 0 8 Pressure - psi O O O N O O O O 0 O O I I I I I I 1 11111111111 111 II1111111 1I I 748.24 a6 90.469 i 998.24 with Hose Allowance at Source 1 1 111111111 111111111 -Static Pressure 150.000 7998.24 @ 175.000 I\I II1111111 111111111 0 I I stem demand curve 7. — _ — — _ co O O O O O co 0 O _ O ;a988Li JetuLuns Aiddns CD 3 O ((DD m m Z 3 (D r— (D m w 3 (D 602/L6/I•I• :e}ea H31N30H1f1OS JNI12131S :eweN qof INSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group I - Amenity (2 - Level 3 Amenity) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) c Sprinkler 300 14.82 9.75 5.6 7.000 0.228gpm/ft2 65.00ft2 Sprinkler 302 15.36 7.67 5.6 7.528 0.301gpm/ft2 51.11ft2 Sprinkler 303 15.50 12.15 5.6 7.662 0.191gpm/ft2 81.00ft2 Sprinkler 304 15.64 10.50 5.6 7.796 0.223gpm/ft2 70.00ft2 Sprinkler 305 18.73 17.72 5.6 11.190 0.159gpm/ft2 118.13ft2 Sprinkler 306 16.12 8.40 5.6 8.290 0.288gpm/ft2 56.00ft2 Sprinkler 307 16.91 9.75 5.6 9.115 0.260gpm/ft2 65.00ft2 Sprinkler 308 19.10 17.06 5.6 11.627 0.168gpm/ft2 113.75ft2 Sprinkler 309 19.44 17.06 5.6 12.055 0.171gpm/ft2 113.75ft2 Sprinkler 310 17.51 11.81 5.6 9.775 0.222gpm/ft2 78.75ft2 Sprinkler 311 17.85 9.75 5.6 10.163 0.275gpm/ft2 65.00ft2 Sprinkler 312 17.87 13.78 5.6 10.180 0.194gpm/ft2 91.88ft2 Sprinkler 313 16.05 12.96 4.9 10.725 0.109gpm/ft2 147.00ft2 Sprinkler 314 18.45 13.78 5.6 10.850 0.201gpm/ft2 91.88ft2 Sprinkler 315 16.20 12.96 4.9 10.929 0.249gpm/ft2 65.00ft2 Sprinkler 316 18.52 9.75 5.6 10.940 0.285gpm/ft2 65.00ft2 Sprinkler 317 18.56 9.75 5.6 10.984 0.286gpm/ft2 65.00ft2 Sprinkler 318 16.51 12.96 4.9 11.357 0.254gpm/ft2 65.00ft2 Sprinkler 319 16.55 12.96 4.9 11.413 0.255gpm/ft2 65.00ft2 Sprinkler 320 16.57 12.96 4.9 11.440 0.255gpm/ft2 65.00ft2 Sprinkler 321 16.57 12.96 4.9 11.441 0.255gpm/ft2 65.00ft2 Sprinkler 322 16.67 12.96 4.9 11.579 0.257gpm/ft2 65.00ft2 Sprinkler 323 19.86 15.76 5.6 12.578 0.189gpm/ft2 105.08ft2 Sprinkler 324 16.85 12.96 4.9 11.819 0.259gpm/ft2 65.00ft2 Sprinkler 325 16.88 12.96 4.9 11.868 0.260gpm/ft2 65.00ft2 Sprinkler 326 17.04 12.96 4.9 12.090 0.262gpm/ft2 65.00ft2 Sprinkler 327 19.66 11.81 5.6 12.330 0.250gpm/ft2 78.75ft2 Sprinkler 328 21.22 16.45 5.6 14.362 0.194gpm/ft2 109.67ft2 Sprinkler 329 20.15 11.50 5.6 12.950 0.263gpm/ft2 76.67ft2 Sprinkler 330 17.86 12.96 4.9 13.281 0.130gpm/ft2 137.50ft2 Sprinkler 331 20.42 12.58 5.6 13.301 0.244gpm/ft2 83.86ft2 Sprinkler 332 18.12 12.96 4.9 13.678 0.279gpm/ft2 65.00ft2 Sprinkler 333 20.73 13.03 5.6 13.705 0.239gpm/ft2 86.90ft2 Sprinkler 334 20.78 9.75 5.6 13.767 0.320gpm/ft2 65.00ft2 Sprinkler 335 22.07 16.45 5.6 15.538 0.201gpm/ft2 109.67ft2 Sprinkler 336 18.28 12.96 4.9 13.922 0.281gpm/ft2 65.00ft2 Sprinkler 337 18.77 12.96 4.9 14.669 0.289gpm/ft2 65.00ft2 Sprinkler 338 18.86 12.96 4.9 14.814 0.290gpm/ft2 65.00ft2 Sprinkler 339 19.66 12.96 4.9 16.099 0.302gpm/ft2 65.00ft2 Sprinkler 340 22.75 9.75 5.6 16.503 0.350gpm/ft2 65.00ft2 Sprinkler 341 22.76 9.75 5.6 16.517 0.350gpm/ft2 65.00ft2 Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/17/2018 8:09:06AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 300 30-7 5.6 14.82 1 (See Notes) 7-11'/2 150 7.000 Route 1 Sprinkler, 2E(7-0) 14-0 0.039060 -0.506 3000 31-9 ! 14.82 1.1010 21-11% 0.858 3000 31-9 15.50 1'/2 5-9 150 7.353 Flow (q) from Route 3 0.023937 3001 31-9 30.32 1.5980 5-9 0.137 3001 31-9 15.64 1% 2-0 150 7.490 Flow (q) from Route 4 0.051670 3002 31-9 1 45.95 1.5980 2-0 0.103 3002 31-9 15.36 1'/2 4-6 150 7.593 Flow (q) from Route 2 0.088103 3003 31-9 61.32 1.5980 4-6 0.395 3003 31-9 16.12 1% 5-9 150 7.989 Flow (q) from Route 6 0.135693 3004 31-9 77.44 1.5980 5-9 0.778 3004 31-9 16.91 1'/z 8-81,4 150 8.766 Flow (q) from Route 7 0.195531 3005 31-9 94.35 1.5980 8-8'/2 1.702 3005 31-9 18.56 1'/2 (See Notes) 9-4 150 10.468 Flow (q) from Route 17 T(8-0), E(9-0), P0(8-0) 25-0 0.272582 0.208 3006 31-3 112.91 1.5980 34-4 9.358 3006 31 3 207.67 2% (See100-10'/2 Notes) 120 20.034 Flow (q) from Route 27 2f(-0.000), sCV(7-2%), BV(7-0), PO(12-0) 47-8'/2 0.218760 2.555 26 25-4'/2 320.57 2.7050 148 7 32.5025E(4-3%), 26 25-4% 4 (See Notes) 262-5 120 55.091 4fT(16-0), 2C(20-0), 2BV(12-0), 22E(6-9%), 4EE(4-0), 4EE(6-9%) 320-8% 0.022632 -2.510 • 9 31-2 320.57 4.3100 1 583-11/2 13.197 9 31-2 145.58 4 (See Notes) 11-2% 120 65.778 Flow (q) from Route 42 E(10-0), E(6-9%) 16-9% 0.045240 8 31-2 466.15 4.3100 28-0 1 267 8 31-2 6 (See Notes) 13-0'/2 120 67.046 4E(12-7) 50-3% 0.006817 0.497 7 30-0 466.15 6.3570 63 4 0 432 ©M.E.P.CAD, Inc. go AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) ) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) ElevPe (Pe) ) Node 2 Elev 2 (Foot) Total Flow (CO Actual ID Total (Foot) Friction(Pf) 7 30-0 282.09 6 (See Notes) 110-0 120 67.975 Flow (q) from Route 5 8E(12-7), f(-0.000), BV(12-7), PO(37-8V2), BOR 150-10% 0.016360 11.876 42-7% -- - 748.24 6.3570 260-11 4.268 4 2-7'/2 6 (See Notes) 3-0 120 84.120 BFP(-2.800) 0.016360 3 2-7'% 748.24 6.3570 3-0 2.848 3 2-7'/2 6 (See Notes) 1-11 150 86.968 LtE(17-1) 17-1 0.010827 0.831 20-8'% 748.24 6.3570 19-0 0.206 2 0-81/2 8 (See Notes) 88-9 140 88.005 44-11/2 2.041 1000 4 0 748.24 8.3900 132-10% 0.003185 0.423 E(30-6'/2), PIV(6-9'/2), GV(6-9%), S 250.00 90.469 Hose Allowance At Source Total(Pt) Route 1 1000 998.24 302 30-5 5.6 15.36 1 (See Notes) 3-5 150 7.528 Route 2 Sprinkler, E(7-0), T(5-0) 12-0 0.041778 -0.578 3002 31-9 :.... :....: 15.36 1.1010 15-5 0.643 7.593 Total(Pt) Route 2 303 30-5 5.6 15.50 1 (See Notes) 1-4 150 7.662 Route 3 Sprinkler, T(5-0) 5-0 0.042464 -0.578 3000 31-9 i 15.50 1.1010 6-4 0.269 7.353 Total(Pt) Route 3 304 29-4 5.6 15.64 1 (See Notes) 5-2 150 7.796 Route 4 Sprinkler, E(7-0), T(5-0) 12-0 0.043153 -1.048 3001 31-9 I-- . .:::;;' >;: - 15.64 1.1010 17-2 0.741 7.490 Total(Pt) Route 4 305 30-5 5.6 18.73 1 (See Notes) 1-4 150 11.190 Route 5 Sprinkler, T(5-0) 5-0 0.060281 -0.578 3007 31-9 r 18.73 1.1010 6-4 0.382 3007 31-9 36.31 1'/2 (See Notes) 12-2'% 150 10.994 Flow (q) from Route 12 T(8-0) 8-0 0.072159 3008 31-9 55.05 1.5980 20-2% 1.457 �{ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3008 31-9 49.33 1% (See Notes) 1-11/2 150 12.451 Flow (q) from Route 15 E(9-0), P0(8-0) 17-0 0.235686 0.208 3009 31 3 104.37 1.5980 18-11/2 4.267 3009 31-3 117.54 2% 4-71/2 120 16.926 Flow (q) from Route 11 0.110777 3010 31-3 221.92 2.7050 4-7'/2 0.511 3010 31-3 35.98 2'/2 4-11/2 120 17.437 Flow (q) from Route 30 0.146275 3011 31-3 257.90 2.7050 4-1'/2 0.605 3011 31-3 106.81 2'/2 9-8 120 18.042 Flow (q) from Route 8 0.277711 3012 31-3 364.71 2.7050 9-8 2.690 3012 31-3 62.96 2% (See Notes) 73-8'/2 120 20.732 Flow (q) from Route 28 fT(10-91/2) 10-9% 0.372852 3013 31-3 427.66 2.7050 84-6 31.502 301331-3 2% (See Notes) 28-9% 120 52.234 sCV(7-2%),'/BV(7-0), P0(12-0) 51-11% 0.172666 2.501 18 25-6 282.09 2.7050 80-9 13.944 18 25-6 4 (See Notes) 4-6 120 68.679 P0(20-0) 20-0 0.017863 -1.957 16 30-0 i 282.09 4.3100 24-6 0.438 16 30-0 4 (See Notes) 1-8'% 120 67.160 2BV(12-0), P0(20-0) 44-0 0.017863 -0.002 7 30-0 282.09 4.3100 45-8% 0.816 67.975 Total(Pt) Route 5 • 306 29-4 5.6 16.12 1 (See Notes) 4-4 150 8.290 Route 6 Sprinkler, E(7-0), T(5-0) 12-0 0.045675 -1.048 3003 31-9 - 16.12 1.1010 16-4 0.746 7.989 Total(Pt) Route 6 307 29-0 5.6 16.91 1 (See Notes) 4-11 150 9.115 Route 7 Sprinkler, E(7-0), T(5-0) 12-0 0.049865 -1.192 3004 31-9 -- - 16.91 1.1010 16-11 0.843 8.766 Total(Pt) Route 7 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf)and shown as a negative (P value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow Oa) Actual ID Total (Foot) Friction(Pf) 308 30-5 5.6 19.10 1 (See Notes) 1-4 150 11.627 Route 8 Sprinkler, T(5-0) 5-0 0.062457 -0.578 3014 31-9 19.10 1.1010 6-4 0.396 3014 31-9 17.51 11/2 13-0 150 11.445 Flow (q) from Route 10 0.033921 3015 31-9 36.60 1.5980 13-0 0.441 3015 31-9 19.44 11/2 (See Notes) 12-01/2 150 11.886 Flow (q) from Route 9 T(8-0) 8-0 0.074605 3016 31-9 56.05 1.5980 20-01/2 1.495 3016 31-9 50.76 1'h (ee Notes) 1-1'/2 150 13.381 Flow (q) from Route 24 E(9-0), PO(8-0) 17-0 0.245971 0.208 3011 31-3 106.81 1.5980 18-1% 4.453 18.042 Total(Pt) Route 8 309 30-5 5.6 19.44 1 (See Notes) 1-4 150 12.055 Route 9 Sprinkler, T(5-0) 5-0 0.064578 -0.578 3015 31-9 19.44 1.1010 6-4 0.409 11.886 Total(Pt) Route 9 310 30-5 5.6 17.51 1 (See Notes) 14-3 150 9.775 Route 10 Sprinkler, 4E(7-0) 28-0 0.053193 -0.578 3014 31-9 17.51 1.1010 42-3 2.248 11.445 Total(Pt) Route 10 311 30-7 5.6 17.85 1 (See Notes) 13-8 150 10.163 Route 11 Sprinkler, E(7-0) 7-0 0.055148 -0.506 3017 31-9 17.85 1.1010 20-8 1.140 3017 31-9 18.52 11,4 (See Notes) 10-51/2 150 10.798 Flow (q) from Route 16 2E(9-0) 18-0 0.033530 -0.000 3018 31-9 36.37 1.5980 28-5% 0.954 3018 31-9 16.57 11/2 (See Notes) 1-10 150 11.752 Flow (q) from Route 20 T(8-0) 8-0 0.067155 3019 31-9 52.95 1.5980 9-10 0.661 3019 31-9 49.23 11/2 (See Notes) 1-1% 150 12.413 Flow (q) from Route 13 E(9-0), P0(8-0) 17-0 0.226619 0.208 3020 31-3 102.18 1.5980 18-1% 4.103 [+ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. q Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe Elev(Pe) Node 2 Elev 2 (Foot) f� Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3020 31-3 21/2 4-2'/2 120 16.724 0.000002 3021 31-3 0.62 2.7050 4-2'/2 0.000 - 3021 31-3 61.01 21/2 3_1% 120 16.724 Flow (q) from Route 23 0.010355 3022 31-3 61.63 2.7050 3-1'/2 0.032 3022 31-3 55.91 2'/z 4-11% 120 16.756 Flow (q) from Route 36 0.034188 3009 31-3 117.54 2.7050 4-11'/2 0.170 16.926 Total(Pt) Route 11 312 30-5 5.6 17.87 1 (See Notes) 11-10 150 10.180 Route 12 Sprinkler, E(7-0) 7-0 0.055231 -0.578 3023 31-9 17.87 1.1010 18-10 1.041 3023 31-9 18.45 1'/z 10-6 150 10.643 Flow (q) from Route 14 0.033425 3007 31-9 { 36.31 1.5980 10-6 0.351 10.994 Total(Pt) Route 12 313 30-10'/2 4.9 16.05 1 (See Notes) 13-1% 150 10.725 Route 13 Sprinkler, E(7-0) 7-0 0.045275 -0.379 3024 31-9 16.05 1.1010 20-1% 0.912 3024 31-9 16.51 1'/2 8-4 150 11.258 Flow (q) from Route 18 0.027316 3025 31-9 32.56 1.5980 8-4 0.228 3025 31-9 16.67 1'% (See Notes) 7-91/2 150 11.486 Flow (q) from Route 22 T(8-0) 8-0 0.058701 3019 31-9 49.23 1.5980 15-91/2 0.927 12.413 Total(Pt) Route 13 314 30-5 5.6 18.45 1 (See Notes) 1-4 150 10.850 Route 14 Sprinkler, T(5-0) 5-0 0.058583 -0.578 3023 31-9 18.45 1.1010 6-4 0.371 10.643 Total(Pt) Route 14 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step KO Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 315 30-101/2 4.9 16.20 1 (See Notes) 6-4 150 10.929 Route 15 Sprinkler, p 2E(7-0) 14-0 0.046070 -0.379 3026 31-9 16.20 1.1010 20 4 0.937 3026 31-9 16.55 1'/2 9-4 150 11.486 Flow (q) from Route 19 0.027616 3027 31-9 32.75 1.5980 9-4 0.257 3027 31-9 16.57 11/4 (See Notes) 4-0 150 11.744 Flow (q) from Route 21 T(8-0) 8-0 0.058904 3008 31-9 49.33 1.5980 12-0 0.707 12.451 Total(Pt) Route 15 316 30-7 5.6 18.52 1 (See Notes) 1-2 150 10.940 Route 16 Sprinkler, T(5-0) 5-0 0.059032 -0.506 3017 31-9 1 18.52 1.1010 6-2 0.364 10.798 Total(Pt) Route 16 317 29-0 5.6 18.56 1 (See Notes) 2-9 150 10.984 Route 17 Sprinkler, E(7-0) 7-0 0.059254 -1.192 3028 31-9 r---- `1. 18.56 1.1010 9-9 0.578 3028 31-9 1'/2 (See Notes) 2-2 150 10.370 T(8-0) 8-0 0.009656 3005 31-9 18.56 1.5980 10-2 0.098 10.468 Total(Pt) Route 17 318 30-10'/2 4.9 16.51 1 (See Notes) 0-10'/2 150 11.357 Route 18 Sprinkler, p T(5-0) 5-0 0.047735 -0.379 3024 31-9 16.51 1.1010 5-101/2 0.280 11.258 Total(Pt) Route 18 319 30-2'/2 4.9 16.55 1 (See Notes) 3-5'/2 150 11.413 Route 19 Sprinkler, E(7-0), T(5-0) 12-0 0.047953 -0.668 3026 31-9 16.55 1.1010 15-51/2 0.742 11.486 Total(Pt) Route 19 320 30-111/2 4.9 16.57 1 (See Notes) 1-10 150 11.440 Route 20 Sprinkler, E(7-0), T(5-0) 12-0 0.048059 -0.352 3018 31-9 16.57 1.1010 13-10 0.664 11.752 Total(Pt) Route 20 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P� and shown as a negative value. Fitting (Foot)) Pf Friction Loss Per Unit (psi) Elev(Pe Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 321 30 10'/2 4.9 16.57 1 (See Not s ) 2-2'/2 150 11.441 Route 21 Sprinkler, E(7-0), T(5-0) 12-0 0.048061 -0.379 3027 31-9 -• 16.57 1.1010 14-21/2 0.683 11.744 Total(Pt) Route 21 322 30-101/2 4.9 16.67 1 (See Notes 0-10% 150 11.579 Route 22 Sprinkler, T(5-0) 5-0 0.048600 -0.379 3025 31-9 16.67 1.1010 5-101/2 0.286 11.486 Total(Pt) Route 22 323 29-4 5.6 19.86 1 (See Notes) 11-7 150 12.578 Route 23 Sprinkler, E(7-0) 7-0 0.067165 -1.048 3029 31-9 19.86 1.1010 18-7 1.248 3029 31-9 20.42 1'/2 10-4 150 12.778 Flow (q) from Route 31 0.040499 3030 31-9 40.28 1.5980 10-4 0.419 3030 31-9 20.73 11/2 (See Notes) 12-01/2 150 13.196 Flow (q) from Route 33 2E(9-0), P0(8-0) 26-0 0.087298 0.208 3021 31-3 61.01 1.5980 38-0'/2 3.320 16.724 Total(Pt) Route 23 324 30 2'/2 4.9 16.85 1 (See Notes 5-9'/2 150 11.819 Route 24 Sprinkler, 2E(7-0), T(5-0) 19-0 0.049530 -0.668 3031 31-9 16.85 1.1010 24-9% 1.228 3031 31-9 33.92 1% (See Notes) 8-1'% 150 12.379 Flow (q) from Route 25 T(8-0) 8-0 0.062119 3016 31-9 50.76 1.5980 16-11/2 1.002 13.381 Total(Pt) Route 24 325 30-10'% 4.9 16.88 1 (See Notes) 2-21/2 150 11.868 Route 25 Sprinkler, E(7-0), T(5-0) 12-0 0.049719 -0.379 3032 31-9 16.88 1.1010 14-21/2 0.707 3032 31-9 11/2 10-0 150 12.196 0.008102 -0.000 3033 31-9 16.88 1.5980 10-0 0.081 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3033 31-9 17.04 1'/2 3-6 150 12.277 Flow (q) from Route 26 0.029461 3031 31-9 33.92 1.5980 3-6 0.103 12.379 Total(Pt) Route 25 326 30-2'/2 4.9 17.04 1 (See Notes) 4-11 150 12.090 Route 26 Sprinkler, E(7-0), T(5-0) 12-0 0.050579 -0.668 3033 31-9 17.04 1.1010 16-11 0.855 12.277 Total(Pt) Route 26 327 30-5 5.6 19.66 1 (See Notes) 9-0V2 150 12.330 Route 27 Sprinkler, E(7-0) 7-0 0.065942 -0.578 3034 31-9 19.66 1.1010 16-0% 1.057 3034 31-9 20.15 1'h 11-5 150 12.809 Flow (q) from Route 29 0.039634 3035 31-9 39.82 1.5980 11-5 0.452 3035 31-9 20.78 1'/2 (See Notes) 19-5 150 13.261 Flow (q) from Route 34 4E(9-0), PO(8-0) 44-0 0.086189 0.208 3036 31-3 60.59 1.5980 63-5 5.465 3036 31-3 147.07 21/2 11-3 120 18.933 Flow (q) from Route 40 0.097977 3006 31-3 207.67 2.7050 11-3 1.100 20.034 Total(Pt) Route 27 328 30-5 5.6 21.22 1 (See Notes) 15-31/2 150 14.362 Route 28 Sprinkler, E(7-0) 7-0 0.075934 -0.578 3037 31-9 21.22 1.1010 22-3 /2 1.693 3037 31-9 22.07 11/213-7 150 15.477 Flow (q) from Route 35 0.046280 3038 31-9 43.30 1.5980 13-7 0.629 3038 31-9 19.66 1%(See4-9 Notes) 150 16.107 Flow (q) from Route 39 3E(9-0), T(8-0), PO(8-0) 43-0 0.092509 0.208 3012 31-3 62.96 1.5980 47-9 4.417 20.732 Total(Pt) Route 28 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 11 Job Name: STERLING SOUTHCENTER R:emote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings &Length Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 329 30-5 5.6 20.15 1 (See Notes) 1-4 150 12.950 Route 29 Sprinkler, p T(5-0) 5-0 0.069002 -0.578 3034 31-9 20.15 1.1010 6-4 0.437 - 12.809 Total(Pt) Route 29 330 30-10'/2 4.9 17.86 1 (See Notes) 14-1 150 13.281 Route 30 Sprinkler, T(5-0), E(7-0) 12-0 0.055173 -0.379 3039 31-9 17.86 1.1010 26-1 1.438 3039 31-9 1% (See Notes) 19-5 150 14.340 T(8-0) 8-0 0.008991 3040 31-9 r- 17.86 1.5980 27-5 0.246 3040 31-9 18.12 1 (See Notes) 1-11/2 150 14.587 Flow (q) from Route 32 E(7-0), P0(5-0) 12-0 0.201634 0.208 3010 31-3 35.98 1.1010 13-1'/2 2.642 17.437 Total(Pt) Route 30 331 29-4 5.6 20.42 1 (See Notes) 2-5 150 13.301 Route 31 Sprinkler, T(5-0) 5-0 0.070729 -1.048 3029 31-9 20.42 1.1010 7-5 0.525 12.778 Total(Pt) Route 31 332 30-10% 4.9 18.12 1 (See Notes) 3-8'/2 150 13.678 Route 32 Sprinkler, 2E(7-0), T(5-0) 19-0 0.056695 -0.379 3040 31-9 - .. 18.12 1.1010 22-8'/2 1.288 14.587 Total(Pt) Route 32 333 29-4 5.6 20.73 1 (See Notes) 2-5 150 13.705 Route 33 Sprinkler, T(5-0) 5-0 0.072714 -1.048 3030 31-9 20.73 1.1010 7-5 0.539 13.196 Total(Pt) Route 33 334 29-4 5.6 20.78 1 (See Notes) 2-5 150 13.767 Route 34 Sprinkler, T(5-0) 5-0 0.073019 -1.048 3035 31-9 - 20.78 1.1010 7-5 0.542 13.261 Total(Pt) Route 34 335 30-5 5.6 22.07 1 (See Notes) 1-4 150 15.538 Route 35 Sprinkler, T(5-0) 5-0 0.081670 -0.578 3037 31-9 22.07 1.1010 6-4 0.517 © M.E.P.CAD, Inc. in AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 12 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot)(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit ElevPe (Pe) ) Node 2 Elev 2 (Foot) ; --.____ Total Flow (Q)(psi) Actual ID Total (Foot) Friction(Pf) 15.477 Total(Pt) Route 35 336 30-2% 4.9 18.28 1 (See Notes) 15-5 150 13.922 Route 36 Sprinkler, p E(7-0) 7-0 0.057632 -0.668 3041 31-9 1 18.28 1.1010 22 5 1.291 3041 31-9 18.86 1% (See Notes) 10-101/2 150 14.545 Flow (q) from Route 38 T(8-0) 8-0 0.034852 3042 31-9 37.14 1.5980 18-10% 0.658 3042 31-9 18.77 1% (See Notes) 1-1'/2 150 15.204 Flow (q) from Route 37 E(9-0), P0(8-0) 17-0 0.074269 0.208 3022 31-3 55.91 1.5980 1 18-1% 1.345 16.756 Total(Pt) Route 36 337 30-11% 4.9 18.77 1 (See Notes) 2-8 150 14.669 Route 37 Sprinkler, p E(7-0), T(5-0) 12-0 0.060486 -0.352 3042 31-9 18.77 1.1010 14-8 0 887 15.204 Total(Pt) Route 37 338 30 2'/2 4.9 18.86 1 (See Notes) 1-6'/2 150 14.814 Route 38 Sprinkler, p T(5-0) 5-0 0.061039 -0.668 3041 31-9 18.86 1.1010 6-6 0 399 14.545 Total(Pt) Route 38 339 30-10% 4.9 19.66 1 (See Notes) 0-10% 150 16.099 Route 39 Sprinkler, p T(5-0) 5-0 0.065919 -0.379 3038 31-9 19.66 1.1010 1 5-10% 0.387 16.107 Total(Pt) Route 39 340 29-0 5.6 22.75 1 (See Notes) 10-4 150 16.503 Route 40 Sprinkler, E(7-0) 7-0 0.086349 -1.192 3043 31-9 22.75 1.1010 17-4 1.498 3043 31-9 22.76 1% (See Notes) 7-11 150 16.808 Flow (q) from Route 41 T(8-0), E(9-0), P0(8-0) 25-0 0.050748 0.208 3044 31-3 45.51 1.5980 32-11 1.670 3044 31-3 101.56 2% 4-9% 120 18.686 Flow (q) from Route 44 0.051752 3036 31-3 147.07 2.7050 4-9'/2 0.247 18.933 Total(Pt) Route 40 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 13 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) ( ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to tP shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) � Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 341 29-0 5.6 22.76 1 (See Notes) 5-2 150 16.517 Route 41 Sprinkler, E(7-0), T(5-0) 12-0 0.086417 -1.192 3043 31-9 22.76 1.1010 17-2 1.484 16.808 Total(Pt) Route 41 27 25 4h 145.58 4 (See Notes) 3-7'/2 120 66.740 Route 42 Flow (q) from Route 43 fT(16-0) 16-0 0.005254 -1.569 28 29-0 145.58 4.3100 19-7'/2 0.103 28 29-0 4 (See Notes) 150-3 120 65.273 BV(12-0), 12E(6-9%), 2fT(16-0) 125-6% 0.005254 -0.944 9 31-2 j 145.58 4.3100 275-91/2 1.449 65.778 Total(Pt) Route 42 3013 31-3 21/2 (See Notes) 163-11 120 52.234 • • • • • Route 43 fT(10-9'/2) 8E(4 -3V2), 2f(-0.000), sCV(7-2/2), BV(7-0), PO(12-0) 71-4/2 0.050783 2.558 27 25-4'h 145.58 2.7050 235 3 11.948 66.740 Total(IPt) Route 43 3045 31-9 8.36 2 (See Notes) 10-9% 150 17.635 • • • • • Route 44 T(10-0), Flow (q) from Route 48 T(10-0) 20-0 0.000126 3046 31-9 3.23 2.0030 30-9% 0.004 3046 31-9 11/2 (See Notes) 18-4'% 150 17.638 EE(2-0) 2-0 0.000379 3047 31-9 3.23 1.5980 20-4% 0.008 3047 31-9 0.53 1% (See Notes) 26-1 150 17.646 Flow (q) from Route 47 EE(2-0), T(8-0) 10-0 0.000503 3048 31-9 3.76 1.5980 36-1 0.018 3048 31-9 2 11-8'/2 150 17.664 0.000167 3049 31-9 3.76 2.0030 11-8% 0.002 3049 31-9 4.60 2 (See Notes) 20-9% 150 17.666 Flow (q) from Route 45 2E(11-0), P0(10-0) 32-0 0.000736 0.208 3050 31-3 8.36 2.0030 52-91A 0.039 3050 31-3 93.20 2% 29-8 120 17.913 Flow (q) from Route 46 0.026089 3044 31-3 101.56 2.7050 29-8 0.774 [, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 14 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 Pipe Information 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 18.686 Total(Pt) Route 44 3045 31-9 8.36 11/2 (See Notes) 10-7 150 17.635 Route 45 Flow (q) from Route 48 EE(2-0) 2-0 0.000897 3051 31-9 , 5.14 1.5980 12-7 0.011 3051 31-9 1% (See Notes) 17-11 150 17.646 EE(2-0), T(8-0) 10-0 0.000733 3049 31-9 4.60 1.5980 27-11 0.020 17.666 Total(Pt) Route 45 3052 31-3 101.56 2%5-6 120 17.790 Route 46 Flow (q) from Route 49 0.022254 3050 31-3 93.20 2.7050 5-6 0.122 17.913 Total(Pt) Route 46 3051 31-9 1% (See Notes) 8-01/2 150 17.646 Route 47 T(8 0) T(8-0) 16-0 0.000014 3047 31-9 -- — 0.53 1.5980 24-01/2 0.000 17.646 Total(Pt) Route 47 3052 31-3 101.56 2 (See Notes) 17-7 150 17.790 Route 48 PO(10-0), Flow (q) from Route 49 3E(11-0), T(10-0) 53-0 0.000736 -0.208 3045 31-9 8.36 2.0030 70-7 0.052 17.635 Total(Pt) Route 48 3020 31 3 0.62 2% (See Notes) 23-0 120 16.724 Route 49 Flow (q) from Route 11 2E(6-9%), E(4 -3'h) 17-10% 0.026089 3052 31-3 101.56 2.7050 40-10% 1.067 17.790 Total(Pt) Route 49 dLa ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:20AM Page 15 Job Name: STERLING SOUTHCENTER Remote Area Number: 2 - Level 3 Amenity Date: 11/17/2018 liEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22h/z° Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeiV EE f fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE Bushing Butterfly Valve Cross Run Dry Pipe Valve 11W Elbow Flex Drop 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - Level 3 Amenity 11/17/2018 8:09:19AM Page 16 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.20_Level 2 Overall Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In -rack Demand: Hose Streams: 3 - Level 2 Amenity Sheet FP2.20 Ordinary Group I - Amenity Tenant Amenity 0.150gpm/ft2 1500.00ft2 (Actual 1528.12ft2) 130.00ft2 Pendent 23 N/A gpm 250.00 Calculation Date: 11/17/2018 at Node: N/A at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 714.77 @ 99.513 Type of System: Wet Volume of Dry or PreAction System: 198.26ga1 Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A k,© M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 3 - Level 2 11/17/2018 7:37:55AM Page 1 01 K o 171 w o n 0 D p 5 9 o 0.6Z171.A 91.02 >INli dSolnb' a) N 0 0 -.4 0 0 0 w 0 0 V N _ 0 03 O 0 v W CO cn co (a m co co N Ch cn 0 8 Pressure - psi o 0 0 N 0 O 0 03 0 0 0 1 114,1111 111111111 1111110.1 llllll111,111111III 111111111 111111111 111111111 IIIII1111 tII 11111 System demand curve 714.77 with Hose Allowance at Source\ 464.77 6 99.513 Static Pressure 150.000 714.77 . 175.000 Ir - - - - - _ au 0 0 o b 0 e 03 o b _ o ;e gg''£letutUnS AiddnS cp73 3 O N S. 3 D m F6 -1 Z c 3 r_ Z m 0 w 0) Q r c m � co o n • Z 3 —I m m 8 602/L I,/ I, 6 :91e0 Summary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group I - Amenity (3 - Level 2 Amenity) Device Actual Flow (qpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) c Sprinkler 208 19.50 19.50 5.6 12.125 0.150gpmlft2 130.00ft2 Sprinkler 209 19.52 19.50 5.6 12.154 0.150gpm/ft2 130.00ft2 Sprinkler 210 19.56 19.50 5.6 12.201 0.150gpm/ft2 130.00ft2 Sprinkler 211 19.64 10.80 5.6 12.305 0.273gpm/ft2 72.00ft2 Sprinkler 212 19.66 5.55 5.6 12.325 0.531gpm/ft2 37.00ft2 Sprinkler 213 19.67 19.50 5.6 12.333 0.151gpm/ft2 130.00ft2 Sprinkler 214 19.83 5.55 5.6 12.539 0.536gpm/ft2 37.00ft2 Sprinkler 215 19.84 18.04 5.6 12.554 0.165gpm/ft2 120.25ft2 Sprinkler 216 19.89 0.90 5.6 12.614 3.315gpm/ft2 6.00ft2 Sprinkler 217 19.93 18.04 5.6 12.669 0.166gpm/ft2 120.25W Sprinkler 221 20.03 10.75 5.6 12.798 0.280gpm/ft2 71.67ft2 Sprinkler 222 20.08 5.51 5.6 12.858 0.546gpm/ft2 36.75ft2 Sprinkler 223 20.08 14.70 5.6 12.854 0.205gpm/ft2 98.00ft2 Sprinkler 227 20.51 0.90 5.6 13.409 3.418gpm/ftZ 6.00ft2 Sprinkler 228 20.52 14.70 5.6 13.430 0.209gpm/ft2 98.00ft2 Sprinkler 229 20.68 0.90 5.6 13.636 3.447gpm/ft2 6.00ft2 Sprinkler 230 20.68 7.63 5.6 13.637 0.406gpm/ft2 50.88ft2 Sprinkler 231 20.72 14.05 5.6 13.691 0.221gpm/ft2 93.66ft2 Sprinkler 232 20.73 15.26 5.6 13.709 0.204gpm/ft2 101.75ft2 Sprinkler 233 20.74 18.90 5.6 13.711 0.165gpm/ft2 126.00ft2 Sprinkler 234 20.75 0.90 5.6 13.730 3.458gpm/ft2 6.00ft2 Sprinkler 235 21.07 9.00 5.6 14.154 0.351gpm/ft2 60.00ft2 Sprinkler 236 21.14 18.90 5.6 14.246 0.168gpm/ft2 126.00ft2 b Most Demanding Sprinkler Data Jy ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/17/2018 7:38:42AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 208 19-1 5.6 19.50 1 (See Notes) 5-2 120 12.125 Route 1 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.124177 -0.506 2007 20-3 -- 19.50 1.0490 68-2 8.464 2007 20-3 20.08 2 10-0 120 20.084 Flow (q) from Route 15 0.012403 2008 20-3 39.58 2.2030 10-0 0.124 2008 20-3 19.56 2 3-11% 120 20.208 Flow (q) from Route 3 0.026072 2009 20-3 59.14 2.2030 3-11 1/z 0.103 2009 20-3 19.64 2 5-3 120 20.310 Flow (q) from Route 9 0.044319 2010 20-3 78.78 2.2030 5-3 0.233 2010 20-3 19.83 2 (See Notes) 6-6'/2 120 20.543 Flovv (q) from Route 11 P0(10-0) 10-0 0.067138 2011 20-3 98.62 2.2030 16-61/2 1.109 2011 20-3 40.56 3 10-6 120 21.652 Flow (q) from Route 13 0.016880 2012 20-3 1 139.17 3.3340 10-6 0.177 2012 20-3 118.70 3 Notes) 13-1 120 21.829 Flow (q) from Route 2 E(5-0) 5-0 0.052833 2013 20-3 257.87 3.3340 18-1 0.956 2013 20-3 21.07 3 4-3 120 22.785 Flow (q) from Route 23 0.061095 2014 20-3 i 278.94 3.3340 4-3 0.260 2014 20-3 102.51 3 19-31/2 120 23.045 Flow (q) from Route 12 0.109008 2015 20-3 381.44 3.3340 19-3% 2.101 2015 20-3 83.33 3 (See Notes) 132-11 120 25.146 Flow (q) from Route 7 10E(5-0), 2f(-0.000), sCV(7-2%), BV(10-0), PO(15-0) 82-2'/2 0.157111 2.059 24 15-6 ---- 464.77 3.3340 215-1% 33.796 24 15-6 4 (See Notes) 44-3% 120 61.001 16E(6-9%) 108-9 0.044993 -3.902 25 24-6 464.77 4.3100 153 0 6 885 �M, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step p (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to and shown as a negative P� g value. Fitting (Foot) Pf Friction Loss Per Unit (p ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Totals (Foot) Friction(Pf) 25 24-6 4 0-101/2 120 63.984 0.044993 -0.380 26 25-4% 464.77 4.3100 0-10% 0.039 26 25-4'/2 4 (See Notes) 262-5 120 63.644 2fT(16 0), BV(12 0), 11E(6-9%), 4EE(6-91 A) 145-11 0.044993 -2.510 9 31-2 464.77 4.3100 408 4 18.372 9 31-2 4 (See Notes) 11-2% 120 79.506 E(6-9%) 6-9'/2 0.044993 8 31-2 - 464.77 4.3100 18-0 0.811 8 31-2 6 (See Notes) 13-0% 120 80.316 2E(12-7) 25-2 0.006780 0.497 7 30-0 464.77 6.3570 38-2 0.259 7 30-0 6 (See Notes) 110-0 120 81.072 6E(12-7), f(-0.000), BV(12-7), P0(37-8%), BOR 125-9 0.006780 11.876 4 2-7% I :. 464.77 6.3570 235 9 1.598 4 2-7'/ 6 (See Notes) 3-0 120 94.547 BFP(-1.813) 0.006780 3 2-7'/2 464.77 6.3570 3-0 1.833 3 2-7% 6 (See Notes) 1-11 150 96.380 LtE(17-1) 17-1 0.004487 0.831 2 0-81/2 464.77 6.3570 19-0 0.085 2 0-8'% 8 (See Notes) 88-9 140 97.297 44-1% 2.041 1000 4-0 I 464.77 8.3900 132-10% 0.001320 0.175 E(30-6%), PIV(6-9%), GV(6-9%), S 250.00 99.513 Hose Allowance At Source Total(Pt) Route 1 1000 714.77 209 19-4 5.6 19.52 1 (See Notes) 3-9 120 12.154 Route 2 Sprinkler, E(2-0), PO(5-0), fd(56-0) 63-0 0.124451 -0.397 2018 20-3 19.52 1.0490 66-9 8.308 2018 20-3 39.51 2 3-8 120 20.065 Flow (q) from Route 4 0.025982 2019 20-3 59.03 2.2030 3-8 0.095 �jy © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P t) and shown as a negative value. Fitting (Foot) pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2019 20-3 19.93 2 6-11 120 20.160 Flow (q) from Route 6 0.044505 2020 20-3 78.96 2.2030 6-11 0.309 2020 20-3 19.66 2 4 0'/� 120 20.468 Flow (q) from Route 10 0.067148 2021 20-3 98.62 2.2030 4-0'/2 0.273 2021 20-3 20.08 2 (See Notes) 1-6 120 20.741 Flow (q) from Route 14 P0(10-0) 10-0 0.094604 2012 20-3 118.70 2.2030 11-6 1.088 21.829 Total(Pt) Route 2 210 19-1 5.6 19.56 1 (See Notes) 5-2 120 12.201 Route 3 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.124891 -0.506 2008 20-3 19.56 1.0490 68-2 8 513 20.208 Total(Pt) Route 3 213 19 4 5.6 19.67 1 (See Notes 3-8 120 12.333 Route 4 Sprinkler, 2E(2-0), fd(56-0) 60-0 0.126145 -0.397 2022 20-3 19.67 1.0490 63-8 8 032 2022 20-3 2 3-0 120 19.968 0.003401 2023 20-3 19.67 2.2030 3-0 0.010 2023 20-3 19.84 2 7-0 120 19.978 Flow (q) from Route 5 0.012361 2018 20-3 I ,. 39.51 2.2030 7-0 0.087 20.065 Total(Pt) Route 4 215 19-4 5.6 19.84 1 (See Notes) 0-0 120 12.554 • • • • • Route 5 Sprinkler, P0(5-0), fd(56 0) 61-0 0.128230 -0.397 2023 20-3 - 19.84 1.0490 61-0 7.822 19.978 Total(Pt) Route 5 217 19-4 5.6 19.93 1 (See Notes) 0-0 120 12.669 Route 6 Sprinkler, P0(5-0), fd(56-0) 61-0 0.129317 -0.397 2019 20-3 19.93 1.0490 61-0 7.888 20.160 Total(Pt) Route 6 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Leve 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 233 20-2 5.6 20.74 1 (See Notes) 0-0 120 13.711 Route 7 Sprinkler, P0(5-0), fd(56-0) 61-0 0.139129 -0.036 2034 20-3 20.74 1.0490 61-0 8 487 2034 20-3 41.46 1% 9-0 120 22.162 Flow (q) from Route 16 0.093372 2035 20-3 62.19 1.7280 9-0 0.840 2035 20 3 21.14 1% (See0-101/2 Notes) 120 23.002 Flow (q) from Route 8 P0(8-0) 8-0 0.160426 2036 20-3 -_ 83.33 1.7280 8-101/2 1.425 2036 20-3 3 (See Notes) 80-01/2 120 24.427 T(15-0), fT(15-0) 30-0 0.006535 2015 20-3 83.33 3.3340 1 110-0% 0.719 25.146 Total(Pt) Route 7 236 20-2 5.6 21.14 1 (See Notes) 0-0 120 14.246 Route 8 Sprinkler, P0(5-0), fd(56-0) 61-0 0.144140 -0.036 2035 20-3 - - 21.14 1.0490 61-0 8 793 23.002 Total(Pt) Route 8 211 19-4 5.6 19.64 1 (See Notes) 3-9 120 12.305 Route 9 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.125874 -0.397 2009 20-3 19.64 1.0490 66-9 8 403 20.310 Total(Pt) Route 9 212 19-4 5.6 19.66 1 (See Notes) 4-9 120 12.325 Route 10 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.126064 -0.397 2020 20-3 19.66 1.0490 67-9 8 541 20.468 Total(Pt) Route 10 214 19-4 5.6 19.83 1 (See Notes) 2-7 120 12.539 Route 11 Sprinkler, E(2-0), PO(5-0), fd(56-0) 63-0 0.128095 -0.397 2010 20-3 19.83 1.0490 65-7 8.401 20.543 Total(Pt) Route 11 216 20-0 5.6 19.89 1 (See Notes) 5-2'/2 120 12.614 Route 12 Sprinkler, E(2-0), PO(5-0), fd(56-0) 63-0 0.128803 -0.108 2024 20-3 19.89 1.0490 68-2'/2 8.787 L/y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot)) Pf Friction Loss Per Unit (psi) Elev(Pe Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2024 20-3 20.68 2 2-6 120 21.293 Flovv (q) from Route 20 0.012982 2025 20-3 40.57 2.2030 2-6 0.033 2025 20 3 20.51 2 12-10% 120 21.326 Flow (q) from Route 17 0.027671 2026 20-3 61.08 2.2030 12-10% 0.357 2026 20-3 20.68 2 (See Notes) 6-21/2 120 21.682 Flow (q) from Route 19 LtE(3-0) 3-0 0.047459 2027 20-3 - j 81.75 2.2030 9-21/2 0.437 2027 20-3 20.75 2 (See Notes) 2-10 120 22.120 Flow (q) from Route 22 PO(10 0) 10-0 0.072120 2014 20-3 j " 102.51 2.2030 12-10 0 926 23.045 Total(F't) Route 12 221 20-0 5.6 20.03 1 (See Notes) 5-71/2 120 12.798 Route 13 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.130539 -0.108 2028 20-3 20.03 1.0490 68-71/2 8.958 2028 20-3 20.52 3 2-9 120 21.648 Flow (q) from Route 18 0.001725 2011 20-3 40.56 3.3340 2-9 0.005 21.652 Total(Pt) Route 13 223 20-0 5.6 20.08 1 (See Notes) 0-0 120 12.854 Route 14 Sprinkler, P0(5-0), fd(56-0) 61-0 0.131067 -0.108 2021 20-3 20.08 1.0490 61 0 7 995 20.741 Total(Pt) Route 14 222 19-4 5.6 20.08 1 (See Notes) 0-0 120 12.858 Route 15 Sprinkler, E(2-0), fd(56-0) 58-0 0.131105 -0.397 2029 20-3 20.08 1.0490 58-0 7.604 2029 20-3 2 5-3 120 20.065 0.003534 2007 20-3 20.08 2.2030 5-3 0.019 20.084 Total(Pt) Route 15 © M.E.P.CAD, Inc. No AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 232 20-2 5.6 20.73 1 (See Notes) 0-0 120 13.709 Route 16 Sprinkler, E(2-0), fd(56-0) 58-0 0.139111 -0.036 2037 20-3 20.73 1.0490 58-0 8 068 2037 20-3 11/2 (See Notes) 3-11 120 21.742 T(8-0) 8-0 0.012238 2033 20-3 20.73 1.7280 11 11 0.146 2033 20-3 20.72 11/2 6-3 120 21.887 Flow (q) from Route 21 0.044090 2034 20-3 41.46 1.7280 6 3 0.275 22.162 Total(Pt) Route 16 227 19-4 5.6 20.51 1 (See Notes) 0-0 120 13.409 Route 17 Sprinkler, P0(5-0), fd(56-0) 61-0 0.136293 -0.397 2025 20-3 20.51 1.0490 61-0 8 314 21.326 Total(Pt) Route 17 228 20-0 5.6 20.52 1 (See Notes) 0-0 120 13.430 Route 18 Sprinkler, P0(5-0), fd(56-0) 61-0 0.136483 -0.108 2030 20-3 20.52 1.0490 61-0 8 325 2030 20-3 3 1-11% 120 21.647 0.000489 2028 20-3 l:...; .: 20.52 3.3340 1-11% 0.001 21.648 Total(Pt) Route 18 229 19-4 5.6 20.68 1 (See Notes) 0-0 120 13.636 Route 19 Sprinkler, P0(5-0), fd(56-0) 61-0 0.138423 -0.397 2026 20-3 1. 20.68 1.0490 61-0 8.444 21.682 Total(Pt) Route 19 230 19-4 5.6 20.68 1 (See Notes) 0-0 120 13.637 Route 20 Sprinkler, E(2-0), fd(56-0) 58-0 0.138434 -0.397 2031 20-3 (------ I 20.68 1.0490 58-0 8.029 2031 20-3 2 6-6 120 21.269 0.003732 2024 20-3 h;'.K:' F`''= 20.68 2.2030 6-6 0.024 21.293 Total(Pt) Route 20 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 231 20-2 5.6 20.72 1 (See Notes) 0-0 120 13.691 Route 21 Sprinkler, E(2-0), fd(56 0) 58-0 0.138939 -0.036 2032 20-3 20.72 1.0490 58-0 8.058 2032 20-3 11/2 (See Notes) 6-2'% 120 21.713 T(8-0) 8-0 0.012223 2033 20-3 20.72 1.7280 14-2'/z 0.174 21.887 Total(Pt) Route 21 234 20-0 5.6 20.75 1 (See Notes) 0-0 120 13.730 Route 22 Sprinkler, P0(5-0), fd(56 0) 61-0 0.139308 -0.108 2027 20-3 20.75 1.0490 61-0 8.498 22.120 Total(Pt) Route 22 235 20-0 5.6 21.07 1 (See Notes) 0-0 120 14.154 Route 23 Sprinkler, p P0(5-0), fd(56-0) 61-0 0.143279 -0.108 2013 20-3 21.07 1.0490 61-0 8.740 22.785 Total(Pt) Route 23 ©M.E.P.CAD, Inc. I'.�.i AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 11/17/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) E C Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'%0 Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 111A4° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 11/17/2018 7:39:07AM Page 11 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.20_Level 2 Overall Design Remote Area Number: 4 - Level 2 Parking Remote Area Location: Sheet FP2.20 Occupancy Classification: Ordinary Group I - Parking Commodity Classification: Parking Density: 0.150gpm/ft2 Area of Application: 1950.00ft2 (Actual 2280.75ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 23 In -rack Demand: Hose Streams: Calculation Date: 11/10/2018 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 714.73 @ 89.730 Type of System: Dry Volume of Dry or PreAction System: 696.12gal Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. , T�AutoSPRINK 2018 v14.2.9.0 4 - Level 2 11/10/2018 5:27:14AM Page 1 'oul `GVY'd'3'IN 0 1J O'67'170 91.0Z >iNIHdSo;ny T 0 fQ 3 01 O 0 O 0 N O O W O O 0 01 O 0 0 - CD 01 0 Pressure - psi o) wo o 0 0 Ni O 0) O 0 O 0 O c- co O o z m v > m c-13 -1 zm c 3 r m z r c ' 0 r c m m I N C-) M Z EU -1 m 5 JJ co 0 u) CD 81.0Z/01.4 1. I I System demand curve I 1 464.73 , 89.730 1 714.73 with HoseAllowance at Source II I Static Pressure 150.000 i4.73@ 175.000 / - _ -O - - 0) O O O 0 pp O O Y 0 0 Supply Suao a lawet c- co O o z m v > m c-13 -1 zm c 3 r m z r c ' 0 r c m m I N C-) M Z EU -1 m 5 JJ co 0 u) CD 81.0Z/01.4 1. ISSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group I - Parking (4 - Level 2 Parking) Device Actual Flow (gpm) Minimum Flow (gpm) 18.13 K -Factor (K) 5.6 Pressure (psi) 10.622 Density (gpmpft2) 0.151gpm/ft2 Coverage Foot 120.83ft2 Sprinkler 201 18.25 Sprinkler 202 18.66 18.13 5.6 11.107 0.154gpm/ft2 120.83ft2 Sprinkler 204 20.88 16.92 5.6 13.904 0.185gpm/ft2 112.78ft2 Sprinkler 205 18.31 15.75 5.6 10.696 0.174gpm/ft2 105.00ft2 Sprinkler 206 18.51 15.75 5.6 10.928 0.176gpm/ft2 105.00ft2 Sprinkler 207 19.15 15.75 5.6 11.699 0.182gpm/ft2 105.00ft2 Sprinkler 218 18.86 15.65 5.6 11.340 0.181gpm/ft2 104.32ft2 Sprinkler 219 18.99 15.65 5.6 11.496 0.182gpm/ft2 104.32ft2 Sprinkler 220 19.41 15.65 5.6 12.017 0.186gpm/ft2 104.32ft2 Sprinkler 224 19.07 16.56 5.6 11.600 0.173gpm/ft2 110.42ft2 Sprinkler 225 19.19 16.56 5.6 11.747 0.174gpm/ft2 110.42ft2 Sprinkler 226 19.58 16.25 5.6 12.224 0.181gpm/ft2 108.33ft2 Sprinkler 237 20.00 15.65 5.6 12.752 0.192gpm/ft2 104.32ft2 Sprinkler 238 20.31 19.38 5.6 13.151 0.157gpm/ft2 129.17ft2 Sprinkler 239 21.62 16.92 5.6 14.908 0.192gpm/ft2 112.78ft2 Sprinkler 240 21.65 19.47 5.6 14.947 0.167gpm/ft2 129.79ft2 Sprinkler 241 22.07 16.92 5.6 15.532 0.196gpm/ft2 112.78ft2 Sprinkler 242 22.10 16.92 5.6 15.572 0.196gpm/ft2 112.78ft2 Sprinkler 243 22.51 16.92 5.6 16.153 0.200gpm/ft2 112.78ft2 Sprinkler 244 23.98 18.58 5.6 18.332 0.194gpm/ft2 123.85ft2 Sprinkler 245 23.99 18.58 5.6 18.354 0.194gpm/ft2 123.85ft2 Sprinkler 1805 19.50 18.13 5.6 12.125 0.161gpm/ft2 120.83ft2 4> Sprinkler 1806 18.13 18.13 5.6 10.476 0.150gpm/ft2 120.83ft2 r Most Demanding Sprinkler Data bi, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/10/2018 5:27:57AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1806 18-9% 5.6 18.13 1% (See Notes) 9-8 100 10.476 Route 1 Sprinkler p 0.013369 0.017 201 18-9 - 18.13 1.7280 9-8 0.129 201 18-9 5.6 18.25 1% (See9-71/2 Notes) 100 10.622 Sprinkler 0.048509 0.017 202 18-8% 36.38 1.7280 9-7'% 0.467 202 18-8% 5.6 18.66 1% (See Notes) 9-7 100 11.107 Sprinkler 0.104365 0.017 1805 18-8 55.04 1.7280 9-7 1.001 1805 18-8 5.6 19.50 11/2 (See Notes) 9-71/2 100 12.125 Sprinkler 0.182902 0.017 204 18-7%2 ' 74.54 1.7280 9-71/2 1.762 204 18-7% 5.6 20.88 1% (See Notes) 1-0 100 13.904 Sprinkler, P0(8-0) 8-0 0.288832 0.002 2000 18-7'% 95.42 1.7280 9-0 2.595 2000 18-7% Zg8,83 + 3 11-10 100 16.501 Flow (q) from Route 2 and 11 0.179922 0.009 2001 18-7 416.76 3.3340 11-10 2.129 2001 18-7 23.98 + 23.99 3 (See Notes) 182-5% 100 18.639 Flow (q) from Route 12 and 13 2fT(13-0), 2E(5-0) 36-0 0.220096 0.153 2002 18-3 - 464.73 3.3340 218-5% 48.079 2002 18-3 4 (See Notes) 89-01/2 100 66.871 5E(6-91/2), DPV(21-0), BV(12-0), PO(20-0) 86-11% 0.063030 6.774 6 2-7% 464.73 4.3100 176 0'/ 11.096 6 2-7% 6 1-6 120 84.740 0.006778 5 2-7 4 464.73 6.3570 1-6 0.010 5 2-7% 6 (See Notes) 1-11% 120 84.750 BOR 0.006778 4 2-7% 464.73 6.3570 1-11% 0.013 4 2-7% 6 (See Notes) 3-0 120 84.764 BFP(-1.813) 0.006778 3 2-7% - 464.73 6.3570 3-0 1.833 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 11/10/2018 5:28:10AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P f) arid shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3 2-7% 6 (See Notes) 1-11 150 86.597 LtE(17-1) 17-1 0.004486 0.831 2 0-81/2 464.73 6.3570 19-0 0.085 2 0-8% 8 (See Notes) 88-9 140 87.513 44-1% 2.041 1000 -4-0 464.73 8.3900 132-10'% 0.001319 0.175 E(30-6'/2), PIV(6-91/2), GV(6-9%), S 250.00 89.730 Hose Allowance At Source Total(Pt) Route 1 1000 714.73 238 18-8 5.6 20.31 1 (See Notes) 1-1 100 13.151 Route 2 Sprinkler, P P0(3-7) 3-7 0.187559 0.002 2005 18-8 i 20.31 1.0490 4 7'h 0.870 2005 18-8 133.24 + 3 (See Notes) 19-91/2 100 14.022 Flow (q) from Route 3 and 4 E(5-0), fT(13-0) 18-0 0.051251 0.018 2006 18-7'% 211.39 3.3340 37-9% 1.937 2006 18-71/2 87.44 3 5-4 100 15.977 Flow (q) from Route 5 0.097237 0.004 2000 18-7'/2 298.83 3.3340 5-4 0.520 16.501 Total(Pt) Route 2 205 17-0 5.6 18.31 1'/2 (See Notes) 15-0 100 10.696 Route 3 S rinkler P 0.013630 0.027 206 16-11 18.31 1.7280 15-0 0.204 206 16-11 5.6 18.51 1% (See Notes) 15-0 100 10.928 Sprinkler 0.049625 0.027 • 207 16-10'/2 36.83 1.7280 15-0 0.744 207 16-10'% 5.6 19.15 11/2 (See Notes) 12-7 100 11.699 Sprinkler, 3LtE(2-0), P0(8-0) 14-0 0.107690 -0.790 2003 18-8% 55.98 1.7280 26-7 2 863 2003 18-8'/2 3 1 0 100 13.772 0.004387 0.001 2004 18-8'% 55.98 3.3340 1-0 0.004 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 11/10/2018 5:28:10AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction P (f) 2004 18-8% 57.26 + 20.00 3 10-9% 100 13.777 Flow (q) from Route 6 and 7 0.021820 0.010 2005 18-8 133.24 3.3340 10-91/2 0.236 14.022 Total(Pt) Route 3 224 18-9% 5.6 19.07 1% (See Notes) 8-10% 100 11.600 Route 4 Sprinkler 0.014692 0.016 225 18-9 - 19.07 1.7280 8-10'/2 0.130 225 18-9 5.6 19.19 1% (See Notes) 8-8 100 11.747 Sprinkler 0.053274 0.016 226 18-8% 38.27 1.7280 8-8 0.462 226 18-81/2 5.6 19.58 1'h (See Notes) 7-7 100 12.224 Sprinkler, P0(8-0) 8-0 0.114421 0.014 2005 18-8 57.85 1.7280 15-7 1.784 14.022 Total(Pt) Route 4 240 18-8 5.6 21.65 1 (See Notes) 1-0 100 14.947 Route 5 Sprinkler, P0(3-7) 3-7 0.211137 0.002 2039 18-7'h 21.65 1.0490 4-61/2 0.960 2039 18-7% 43.69 + 22.10 3 6-3% 100 15.909 Flow (q) from Route 8 and 10 0.010011 0.005 2006 18-7% 87.44 3.3340 6-3% 0.063 15.977 Total(Pt) Route 5 218 18 9'h 5.6 18.86 1% (See9-8 Notes) 100 11.340 Route 6 Sprinkler p 0.014387 0.017 219 18-9 18.86 1.7280 9-8 0.139 219 18-9 5.6 18.99 1% (See Notes) 9-7'h 100 11.496 Sprinkler 0.052194 0.017 220 18-81/2 37.85 1.7280 9-7% 0.503 220 18-81/2 5.6 19.41 1'/2 (See Notes) 7-6% 100 12.017 Sprinkler, P0(8-0) 8-0 0.112279 0.014 2004 18-8% 57.26 1.7280 15-6% 1.746 13.777 Total(Pt) Route 6 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 11/10/2018 5:28:10AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 237 18 8'h 5.6 20.00 1 (See Notes 2-0'/2 100 12.752 Route 7 Sprinkler, P0(3-7) 3-7 0.182293 0.004 2004 18-8% 20.00 1.0490 5-7 1.021 13.777 Total(Pt) Route 7 239 18-8 5.6 21.62 1 (See Notes) 1-0 100 14.908 Route 8 Sprinkler, p P0(3-7) 3-7 0.210627 0.001 2038 18-8 1 21.62 1.0490 4-6% 0.958 2038 18 8 22.07 3 11-7'/2 100 15.867 Flow (q) from Route 9 0.002774 0.009 2039 18-7'% 43.69 3.3340 ' 11-71/2 0.032 15.909 Total(Pt) Route 8 241 18-8% 5.6 22.07 1% (See Notes) 8-8 100 15.532 Route 9 Sprinkler, P0(8-0) 8-0 0.019245 0.015 2038 18-8 22.07 1.7280 16-8 0.320 15.867 Total(Pt) Route 9 242 18-8 5.6 22.10 1'/2 (See Notes) 8-8 100 15.572 Route 10 Sprinkler, P0(8-0) 8-0 0.019292 0.015 2039 18-7% 22.10 1.7280 16-8 0.321 15.909 Total(Pt) Route 10 243 18-8 5.6 22.51 1% (See Notes) 8-8 100 16.153 Route 11 Sprinkler, p P0(8-0) 8-0 0.019957 0.016 2000 18-71/2 22.51 1.7280 16-8 0.332 16.501 Total(Pt) Route 11 - 244 18-7% 5.6 23.98 11/2 (See Notes) 5-3'/2 100 18.332 Route 12 Sprinkler, p P0(8-0) 8-0 0.022434 0.010 2001 18-7 23.98 1.7280 13 3'/2 0.298 18.639 Total(Pt) Route 12 245 18-7% 5.6 23.99 1% (See Notes) 4-4% 100 18.354 Route 13 Sprinkler, P0(8-0) 8-0 0.022459 0.008 2001 18-7 23.99 1.7280 12-4'/2 0.278 18.639 Total(Pt) Route 13 © M.E.P.CAD, Inc. ! AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 11/10/2018 5:28:10AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 11/10/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor [IC Value Multiplier Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg 9 Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22Y2° Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV Angle Valve BFP Backflow Preventer cplg Coupling DeIV Deluge Valve EE 45° Elbow f Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GIoV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In PO Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 PrV S Spr Tr Pump Out Pressure Relief Valve Supply Sprinkler Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPPINK 2018 v14.2.9.0 4 - Level 2 Parking 11/10/2018 5:28:10AM Page 8 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.10_Level 1 Overall Design Remote Area Number: 5 - Level 1 Parking Remote Area Location: Sheet FP2.10 Occupancy Classification: Ordinary Group I - Parking Commodity Classification: Parking Density: 0.150gpm/ft2 Area of Application: 1950.00ft2 (Actual 2006.66ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 19 Calculation Date: 11/10/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 729.55 @ 120.099 Type of System: Dry Volume of Dry or PreAction System: 565.01gal Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: 145.933 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 11/10/2018 5:39:20AM Page 1 'oui 'GVO'dalN O`YJ 0'6Z171•A 8l•OZ >lNI2IdSolny -a 3 O 03 U1 W co W O w 0 0 (71 cn 0 J 0 O (0 W O O O 0 O N 0 O N O Pressure - psi 0 0 0 N O 0 rn O 0 0 O �u111111 111111111 111111111 IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111 IIIIIIIII assure 15 175.00 \I' 120.099 with Hose emand ci 111111 0.000 0 N Allowance at urve 1 1 I I I 1 1 I lc° C z3 oID 0f' Co N C _ - _ 81.0Z/06/6L :a}ed iliSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group I - Parking (5 - Level 1 Parkin Device Actual Flow (gpm) Minimum Flow (gpm) 24.22 K -Factor (K) 5.6 Pressure (psi) 18.700 Density (gpmpft2) 0.199gpm/ft2 Coverage (Foot) 121.50ft2 ' Sprinkler 101 24.22 Sprinkler 102 24.43 24.22 5.6 19.033 0.201gpm/ft2 121.50ft2 Sprinkler 103 25.16 24.22 5.6 20.178 0.207gpm/ft2 121.50ft2 Sprinkler 104 26.58 18.22 5.6 22.536 0.219gpm/ft2 121.50ft2 Sprinkler 105 23.23 19.50 5.6 17.205 0.179gpm/ft2 130.00ft2 Sprinkler 106 24.02 16.53 5.6 18.399 0.218gpm/ft2 110.21ft2 Sprinkler 107 24.51 19.41 5.6 19.157 0.189gpm/ft2 129.38ft2 Sprinkler 108 25.96 19.41 5.6 21.482 0.201gpm/ft2 129.38ft2 Sprinkler 109 23.58 19.50 5.6 17.735 0.181gpm/ft2 130.00ft2 Sprinkler 110 24.77 19.41 5.6 19.567 0.191gpm/ft2 129.38ft2 Sprinkler 111 25.81 19.41 5.6 21.239 0.199gpm/ft2 129.38ft2 Sprinkler 112 27.41 17.97 5.6 23.954 0.229gpm/ft2 119.79ft2 Sprinkler 113 24.27 19.24 5.6 18.782 0.189gpm/ft2 128.25ft2 Sprinkler 114 24.48 19.24 5.6 19.116 0.191gpm/ft2 128.25ft2 Sprinkler 115 25.21 19.24 5.6 20.266 0.197gpm/ft2 128.25ft2 Sprinkler 116 26.64 19.24 5.6 22.633 0.208gpm/ft2 128.25ft2 Sprinkler 122 23.54 13.50 5.6 17.672 0.262gpm/ft2 90.00ft2 Sprinkler 130 27.80 10.06 5.6 24.652 0.414gpm/ft2 67.08ft2 Sprinkler 131 27.93 10.06 5.6 24.872 0.416gpm/ft2 67.08ft2 b Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/10/2018 5:39:47AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 101 8 7 5.6 24.22 1'h ( See Notes) 13-6 100 18.700 Route 1 Sprinkler p 0.022851 0.024 102 8-61/2 24.22 1.7280 13-6 0.308 102 8-6% 5.6 24.43 1% (See13-6 Notes) 100 19.033 Sprinkler 0.083054 0.024 103 8-6 48.65 1.7280 13-6 1.121 103 8-6 5.6 25.16 1'/2 (See Notes) 13-0 100 20.178 Sprinkler 0.179570 0.023 104 8-5 73.80 1.7280 13-0 2.334 104 8-5 5.6 26.58 1'h (See Notes) 0-10% 100 22.536 Sprinkler, P0(8-0) 8-0 0.317253 0.002 1001 8-5 ---..__....-- ! 100.39 1.7280 8-10'/2 2.822 1001 8-5 3 9-0 100 25.360 0.012924 -0.008 1002 8-51/2 - -- --- 100.39 3.3340 9-0 0.116 1002 8-5'h 100.60 3 9-6 100 25.468 Flow (q) from Route 4 0.046685 -0.008 1003 8-51/2 200.99 3.3340 9-6 0.444 1003 8-5% 97.72 + 55.73 3 9-61/2 100 25.903 Flow (q) from Route 2 and 6 0.133337 -0.009 1004 8-6 354.44 3.3340 9-6'h 1.273 1004 8 6 125.11 3 (See Notes) 281-10 100 27.168 Flow (q) from Route 3 4E(5-0), 2fT(16-0) 52-0 0.233261 0.029 1643 8-5 479.55 3.3340 333-10 77.871 1643 8-5 4 (See Notes) 15-4 100 105.068 2E(6-9%), DPV(21-0), BV(12-0), PO(20-0) 66-7 0.066801 2.511 5 2-7'h 479.55 4.3100 81-11'/2 5.475 5 2-7'h 6 (See Notes) 1-111/2 120 113.054 BOR 0.007184 4 2-7'h 479.55 6.3570 1-11% 0.014 4 2-7% 6 (See Notes) 3-0 120 113.068 2BFP(-1.890) 0.007184 3 2-7% I 479.55 6.3570 3-0 3.802 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 11/10/2018 5:40:01AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3 2-71/2 6 (See Notes) 1-11 150 116.870 2LtE(17-1) 34-2 0.004754 0.831 2 0-81/2 --- 479.55 6.3570 36-1 0.172 - 2 0-8% 8 (See Notes) 88-9 140 117.872 E(30 -6V2), PIV(6-91/2), GV(6-9%), S 44-11/2 0.001398 2.041 1000 -4-0 479.55 8.3900 132-101/2 0.186 250.00 120.099 Hose Allowance At Source Total(Pt) Route 1 1000 a t._ 729.55 105 7-9 5.6 23.23 1 (See Notes) 2-6 100 17.205 Route 2 Sprinkler, 2E(1-5) 2-10 0.240491 -0.380 1011 8-7% ( 23.23 1.0490 5 41/2 1.289 1011 8-7% 11/2 (See Notes) 10-8 100 18.114 LtE(2-0) 2-0 0.021156 0.018 106 8-7 23.23 1.7280 12-8 0 268 106 8-7 5.6 24.02 11/2 (See Notes) 9-5 100 18.399 Sprinkler 0.078691 0.017 107 8-6'/2 47.25 1.7280 9-5 0.741 107 8-6% 5.6 24.51 1%2 (See Notes) 13-6 100 19.157 Sprinkler 0.170483 0.024 108 8-6 71.76 1.7280 13-6 2.301 108 8-6 5.6 25.96 1% (See Notes) 6-71/2 100 21.482 Sprinkler, P0(8-0) 8-0 0.301808 0.012 1003 8-5% 97.72 1.7280 14-71/2 4.409 25.903 Total(Pt) Route 2 109 7-9 5.6 23.58 1 (See Notes) 2-61/2 100 17.735 • • • • • Route 3 Sprinkler, 2E(1-5) 2-10 0.247337 -0.392 1012 8-8 23.58 1.0490 5-41/2 1.332 1012 8-8 1'% (See Notes) 1-51/2 100 18.676 T(8-0) 8-0 0.021758 0.003 1013 8-8 23.58 1.7280 9-5 0.206 i © M.E.P.CAD, Inc. BlAutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 11/10/2018 5:40:01AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level, 1 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1013 8-8 23.54 1'/2 11-10 120 18.884 Flow (q) from Route 5 0.055889 0.021 110 8-7 47.12 1.7280 11-10 0.661 110 8-7 5.6 24.77 1'/2 (See Notes) 13-6 120 19.567 Sprinkler 0.122100 0.024 111 8-6'% 71.90 1.7280 13-6 1.648 111 8-6%2 5.6 25.81 1% (See Notes) 12-6 120 21.239 Sprinkler 0.215354 0.023 112 8-6 --- - - 97.70 1.7280 12-6 2.692 112 8-6 5.6 27.41 1'% (See Notes) 1-5 120 23.954 Sprinkler, P0(8-0) 8-0 0.340266 0.003 1004 8-6 f - 125.11 1.7280 9-5 3.211 27.168 Total(Pt) Route 3 113 8-7'/2 5.6 24.27 1'/2 (See Notes) 13-6 100 18.782 Route 4 Sprinkler P 0.022943 0.024 114 8-6V2 24.27 1.7280 13-6 0.310 114 8-6% 5.6 24.48 11/2 (See Notes) 13-6 100 19.116 Sprinkler 0.083389 0.024 115 8-6 48.75 1.7280 13-6 1.126 115 8-6 5.6 25.21 11/2 (See Notes) 13-0 100 20.266 Sprinkler 0.180293 0.023 116 8-5% 73.96 1.7280 13-0 2.344 116 8-5'% 5.6 26.64 1'% (See Notes) 0-101/2 100 22.633 Sprinkler, P0(8-0) 8-0 0.318526 0.002 1002 8-5% - 100.60 1.7280 810'/2 2.833 25.468 Total(Pt) Route 4 122 7-9 5.6 23.54 1 (See Notes) 2-6'/ 100 17.672 Route 5 Sprinkler, 2E(1-5) 2-10 0.246513 -0.397 1014 8-8 23.54 1.0490 5-5 1.330 1014 8-8 1% (See Notes) 4-6 100 18.605 T(8-0) 8-0 0.021686 0.008 1013 8-8 23.54 1.7280 12-6 0.271 18.884 Total(Pt) Route 5 L© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 11/10/2018 5:40:01AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 130 8-6 5.6 27.80 1% (See Notes) 7-0'/z 100 24.652 Route 6 Sprinkler p 0.029506 0.013 131 8-5% 27.80 1.7280 7-0% 0.208 131 8-5% 5.6 27.93 1'/2 (See Notes) 1-7% 100 24.872 Sprinkler, P0(8-0) 8-0 0.106809 0.003 1003 8-5'/2 55.73 1.7280 9 71/2 1.028 25.903 Total(Pt) Route 6 �{ ©M.E.P.CAD, Inc. in AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 11/10/2018 5:40:01AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 11/10/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor FIC Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22W Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeiV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/4° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve L, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 11/10/2018 5:40:01AM Page 8 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.10_Level 1 Overall Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: 6 - Level 1 Amenity Sheet FP2.10 Ordinary Group I - Amenity Tenant Amenity Density: 0.150gpm/ft2 Area of Application: 1500.00ft2 (Actual 1578.03ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 25 Calculation Date: 11/10/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 150.00 at Node: 1000 Type: Allowance at Source 100.00 at Node: HV100 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 816.45 @ 127.872 Type of System: Wet Volume of Dry or PreAction System: 13.79ga1 Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A % M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 6 - Level 1 11/10/2018 6:53:25AM Page 1 oul `at/a d 3 W 0`1 0.6.Z't,LA 8L.0Z JININdSolny 0 0 0 0 0 co CA O (Q O oo 3 O N O Pressure - psi N ? o 0 0 O) O O O O 0 O) 0 CO 0 0 O 4IyIIIIII IIIIIIIII iIIIIIIwI u.i_ii111 lllllllll IIIIIIIII Ill1tIIII III u IIII 11111(111 IIIIIIIII System demand curve 666.45 127.872 %i 816.45 with Hose Allowance at Source 1 Static Pressure 150.000 816.45 a@ 175.000 7. _0) - - - O O O O O O O 0 J O O VI c 0- . -% 13 Otv - 73 0)0 O Z m N D m ✓ H Zm c 3 r_ m Z O) 0 rc 0) • 2 n DZ 3 -1 CD m O. 71 860Z/06/LL :oleo ummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group I - Amenity (6 - Level 1 Amenity) Device Actual Flow (gpm) 100.00 Minimum Flow (gpm) 100.00 K -Factor (K) 0 Pressure (psi) 62.489 Density (gpmpft2) Coverage (Foot) Hose HV100 b Sprinkler 134 21.17 21.17 5.6 14.291 N/A N/A Sprinkler 135 21.32 21.17 5.6 14.496 N/A N/A Sprinkler 136 21.35 21.17 5.6 14.540 N/A N/A Sprinkler 138 21.53 21.17 5.6 14.778 N/A N/A Sprinkler 139 22.00 21.17 5.6 15.435 N/A N/A Sprinkler 140 22.04 21.17 5.6 15.491 N/A N/A Sprinkler 141 22.04 21.17 5.6 15.494 N/A N/A Sprinkler 142 22.22 21.17 5.6 15.742 N/A N/A Sprinkler 143 22.26 21.17 5.6 15.802 N/A N/A Sprinkler 144 22.41 21.17 5.6 16.017 N/A N/A Sprinkler 145 22.30 21.17 5.6 15.860 N/A N/A Sprinkler 146 22.59 21.17 5.6 16.275 N/A N/A Sprinkler 147 22.47 21.17 5.6 16.095 N/A N/A Sprinkler 148 22.49 21.17 5.6 16.133 N/A N/A Sprinkler 149 22.53 21.17 5.6 16.179 N/A N/A Sprinkler 150 22.66 21.17 5.6 16.371 N/A N/A Sprinkler 151 22.72 21.17 5.6 16.457 N/A N/A Sprinkler 152 23.05 21.17 5.6 16.938 N/A N/A Sprinkler 153 23.19 21.17 5.6 17.146 N/A N/A Sprinkler 154 23.29 21.17 5.6 17.301 N/A N/A Sprinkler 155 23.70 21.17 5.6 17.905 N/A N/A Sprinkler 156 23.85 21.17 5.6 18.134 N/A N/A Sprinkler 157 24.00 21.17 5.6 18.360 N/A N/A Sprinkler 158 24.61 21.17 5.6 19.309 N/A N/A Sprinkler 159 24.67 21.17 5.6 19.409 N/A N/A b Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 11/10/2018 6:54:13AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) I Total Flow (Q)tpsi) Actual ID Total (Foot) Friction(Pf) 134 9 6 5.6 21.17 1 (See Notes) 1-8% 100 14.291 Route 1 Sprinkler, E(1-5), PO(3-7), fd(56-0) 61-0 0.202556 -0.217 1020 10-0 21.17 1.0490 62-81/2 12.703 1020 10-0 21.32 11/2 9-10 120 26.778 Flow (q) from Route 2 0.046150 1021 10-0 42.49 1.7280 9-10 0.454 1021 10-0 21.35 11/2 (See Notes) 4-61/2 120 27.231 Flow (q) from Route 3 LtE(2-0), P0(8-0) 10-0 0.098017 0.650 1022 8-6 63.85 1.7280 14-6% 1.426 1022 8-6 69.53 3 4-6 120 29.307 Flow (q) from Route 18 0.015602 1023 8-6 133.37 3.3340 4-6 0.070 1023 8-6 155.27 3 7-6 120 29.378 Flow (q) from Route 4 0.065087 1024 8-6 288.65 3.3340 7-6 0.488 1024 8-6 156.98 3 7-3 120 29.866 Flow (q) from Route 7 0.145350 1025 8-6 445.63 3.3340 7-3 1.056 1025 8-6 71.54 3 7-9 120 30.922 Flow (q) from Route 21 0.191439 1026 8-6 517.17 3.3340 7-9 1.480 1026 8-6 49.28 3 (See Notes) 22-5 120 32.402 Flow (q) from Route 24 4E(5-0) 20-0 0.226546 -0.434 612 9-6 566.45 3.3340 42-5 9.605 612 9-6 4 (See Notes) 178-31/2 120 41.573 2EE(4-0), 7E(6-91/2) 55-7 0.064877 0.430 1028 8-6 566.45 4.3100 233101/2 15.173 1028 8-6 4 (See Notes) 3-101,6 120 57.176 2E(6-9'/2), 2f(-0.000), sCV(9-11), BV(12-0), PO(20-0) 55-6 0.064877 1.737 22 4-6 566.45 4.3100 59-4/2 3.852 22 4-6 100.00 4 (See Notes) 17-71/2 120 62.765 Flow (q) from Route 26 8E(6-91/2) 54-41/2 0.087643 -4.119 23 14-0 666.45 4.3100 72-0 6.311 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 23 14-0 4 1-6 120 64.958 0.087643 -0.650 24 15-6 666.45 4.3100 1-6 0.131 24 15-6 4 (See Notes) 44-3'% 120 64.439 8E(6-91/2) 54-4 0.087643 -3.902 25 24-6 666.45 4.3100 98-7% 8.643 25 24-6 4 0-10% 120 69.180 0.087643 -0.380 26 25-4% ,- - -- 666.45 4.3100 0-10% 0.077 26 25-41,4 4 (See Notes) 262-5 120 68.877 2fT(16-0), BV(12-0), 11E(6-9%), 4EE(6-9%) 145-11 0.087643 -2.510 9 31-2 666.45 4.3100 408 4 35 788 9 31-2 6 (See Notes) 11-21/2 120 102.155 E(12-7) 12-7 0.013206 8 31-2 666.45 6.3570 23-9'% 0.314 8 31-2 6 (See Notes) 13-01/2 120 102.469 2E(12-7) 25-2 0.013206 0.497 7 30-0 666.45 6.3570 38-2 0.504 7 30-0 6 (See Notes) 110-0 120 103.470 10E(12-7), f(-0.000), 2BV(12-7), PO(37-8'/2), BOR 188-7 0.013206 11.876 4 2-7'/2 666.45 6.3570 298-7/2 3.944 4 2-7% 6 (See Notes) 3-0 120 119.290 2BFP(-2.506) 0.013206 3 2-7% 666.45 6.3570 3-0 5.052 3 2-7% 6 (See Notes) 1-11 150 124.342 2LtE(17-1) 34-2 0.008740 0.831 . 2 0-8% 666.45 6.3570 36-1 0.315 2 0-8% 8 (See Notes) 88-9 140 125.489 E(30-6'/2), PIV(6-9%), GV(6-9'/2), S 44-11/2 0.002571 2.041 1000 -4-0 666.45 8.3900 132-10'/2 0.342 150.00 127.872 Hose Allowance At Source Total(Pt) Route 1 1000 816.45 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 ' 6:54:25AM Page 6 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2L Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 135 9-6 5.6 21.32 1 (See Notes) 1-8 100 14.496 Route 2 Sprinkler, 2E(1-5), fd(56-0) 58-10 0.205246 -0.217 1032 10-0 1 q 21.32 1.0490 60-6 12.418 1032 10-0 11/2 6-2 120 26.698 0.012886 - 1020 10-0 21.32 1.7280 6-2 0.080 26.778 Total(Pt) Route 2 136 9-6 5.6 21.35 1 (See Notes) 1-81/2 100 14.540 Route 3 Sprinkler, E(1-5), P0(3-7), fd(56-0) 61-0 0.205820 -0.217 1021 10-0 21.35 1.0490 62-81/2 12.908 27.231 Total(Pt) Route 3 138 9-6 5.6 21.53 1 (See Notes) 0-0 120 14.778 Route 4 Sprinkler, P0(5-0), fd(56 0) 61-0 0.149114 -0.217 1033 10-0 21.53 1.0490 61-0 9.096 1033 10-0 22.00 11/2 9-81/2 120 23.657 Flow (q) from Route 5 0.048256 1034 10-0 43.53 1.7280 9-8Y2 0.468 1034 10-0 22.04 11/2 8-0 120 24.125 Flow (q) from Route 6 0.102970 1035 10-0 65.57 1.7280 8-0 0.824 1035 10-0 22.41 11/2 (See Notes) 3-2'% 120 24.948 Flow (q) from Route 11 T(8-0) 8-0 0.177392 1036 10-0 87.98 1.7280 11-21/2 1.991 1036 10-0 67.29 2 (See Notes) 1-6 120 26.939 Flow (q) from Route 10 P0(10-0) 10-0 0.155492 0.650 1023 8-6 1 155.27 2.2030 11-6 1 788 29.378 Total(Pt) Route 4 139 8-0 5.6 22.00 1 (See Notes) 0-0 120 15.435 Route 5 Sprinkler, E(2-0), fd(56-0) 58-0 0.155239 -0.867 1037 10-0 22.00 1.0490 58-0 9.004 1037 10-0 1 Y2 6 3 120 23.572 0.013656 1033 10-0 22.00 1.7280 6-3 0.085 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 ' 6:54:25AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe Elev(Pe) Node 21 Elev 2 (Foot) I I Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 23.657 Total(Pt) Route 5 140 8-0 5.6 22.04 1 (See Notes) 0-0 120 15.491 Route 6 Sprinkler, P0(5-0), fd(56-0) 61-0 0.155754 -0.867 • 1034 10-0 22.04 1.0490 61-0 9.501 24.125 Total(Pt) Route 6 141 8-0 5.6 22.04 1 (See Notes) 0-0 120 15.494 Route 7 Sprinkler, P0(5-0), fd(56-0) 61-0 0.155787 -0.867 1038 10-0 22.04 1.0490 61-0 8 503 1038 10-0 22.22 1'/2 9-8% 120 24.130 Flow (q) from Route 8 0.049769 1039 10-0 44.26 1.7280 9-8% 0.482 1039 10-0 22.26 1'/2 7-0 120 24.612 Flow (q) from Route 9 0.105756 1040 10-0 66.52 1.7280 7-0 0.740 1040 10-0 22.59 1' (See Notes) 3-2% 120 25.353 Flow (q) from Route 15 T(8-0) 8-0 0.181641 1041 10-0 N 89.11 1.7280 11-2% 2.038 1041 10-0 67.87 2 (See Notes) 1-6 120 27.391 Flow (q) from Route 13 P0(10-0) 10-0 0.158671 0.650 1024 8-6 156.98 2.2030 11-6 1.825 29.866 Total(Pt) Route 7 142 8-0 5.6 22.22 1 (See Notes) 0-0 120 15.742 Route 8 Sprinkler, E(2-0), fd(56-0) 58-0 0.158086 -0.867 1042 10-0 r--- 22.22 1.0490 58-0 9 169 1042 10-0 1'/2 6-3 120 24.043 0.013907 1038 10-0 22.22 1.7280 6-3 0.087 24.130 Total(Pt) Route 8 143 8-0 5.6 22.26 1 (See Notes) 0-0 120 15.802 Route 9 Sprinkler, P0(5-0), fd(56-0) 61-0 0.158646 -0.867 1039 10-0 22.26 1.0490 61-0 g 677 24.612 Total(Pt) Route 9 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 145 9-6 5.6 22.30 1 (See Notes) 0-0 120 15.860 Route 10 Sprinkler, PO(5-0), fd(56-0) 61-0 0.159188 -0.217 1043 10-0 22.30 1.0490 61-0 9.710 1043 10-0 22.47 11/2 9-10 120 25.354 Flow (q) from Route 12 0.050829 1044 10-0 44.77 1.7280 9-10 0.500 1044 10-0 22.53 1% (See Notes) 2-01/2 120 25.854 Flow (q) from Route 14 T(8-0) 8-0 0.108036 1036 10-0 _._____.� 67.29 1.7280 10-0% 1.085 26.939 Total(Pt) Route 10 144 8-0 5.6 22.41 1 (See Notes) 0-0 120 16.017 Route 11 Sprinkler, P0(5-0), fd(56-0) 61-0 0.160639 -0.867 1035 10-0 -- 22.41 1.0490 61-0 9.799 24.948 Total(Pt) Route 11 147 9-6 5.6 22.47 1 (See Notes) 0-0 120 16.095 Route 12 Sprinkler, E(2-0), fd(56-0) 58-0 0.161368 -0.217 1045 10-0 22.47 1.0490 58-0 9.359 1045 10-0 1% 8-2 120 25.238 0.014196 1043 10-0 22.47 1.7280 8-2 0.116 25.354 Total(Pt) Route 12 148 9-6 5.6 22.49 1 (See Notes) 0-0 120 16.133 Route 13 Sprinkler, P0(5-0), fd(56-0) 61-0 0.161716 -0.217 1046 10-0 22.49 1.0490 61-0 9.865 1046 10-0 22.66 1'/2 9-10 120 25.781 Flow (q) from Route 16 0.051636 1047 10-0 45.15 1.7280 9-10 0.508 1047 10-0 22.72 11/2 (See Notes) 2-0'% 120 26.288 Flow (q) from Route 17 T(8_0) 8-0 0.109751 1041 10-0 Y - L 67.87 1.7280 10-0h 1.103 27.391 Total(Pt) Route 13 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit tPsi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 149 9-6 5.6 22.53 1 (See Notes) 0-0 120 16.179 Route 14 Sprinkler, P0(5-0), fd(56-0) 61-0 0.162149 -0.217 1044 10-0 22.53 1.0490 61-0 9.891 25.854 Total(Pt) Route 14 146 8-0 5.6 22.59 1 (See Notes) 0-0 120 16.275 Route 15 Sprinkler, P0(5-0), fd(56-0) 61-0 0.163032 -0.867 1040 10-0 -- " 22.59 1.0490 61-0 9 945 25.353 Total(Pt) Route 15 150 9-6 5.6 22.66 1 (See Notes) 0-0 120 16.371 Route 16 Sprinkler, p E(2-0), fd(56-0) 58-0 0.163929 -0.217 1048 10-0 22.66 1.0490 58-0 g 508 1048 10-0 11/2 8-2 120 25.663 0.014421 1046 10-0 22.66 1.7280 8-2 0.118 25.781 Total(Pt) Route 16 151 9-6 5.6 22.72 1 (See Notes) 0-0 120 16.457 Route 17 Sprinkler, PO(5-0), fd(56-0) 61-0 0.164722 -0.217 1047 10-0 22.72 1.0490 61-0 10.048 26.288 Total(Pt) Route 17 152 8-0 5.6 23.05 1 (See Notes) 0-0 120 16.938 Route 18 Sprinkler, P0(5-0), fd(56 0) 61-0 0.169165 -0.867 1049 10-0 i 23.05 1.0490 61-0 10.319 1049 10-0 23.19 1'/2 10-6'/2 120 26.390 Flow (q) from Route 19 0.053953 1050 10-0 46.24 1.7280 � 10-6 /2 0.568 1050 10-0 23.29 1% (See Notes) 4-81/2 120 26.957 Flow (q) from Route 20 LtE(2-0), P0(8-0) 10-0 0.114765 0.650 1051 8-6 69.53 1.7280 14-8% 1.690 1051 8-6 3 2-2 120 29.297 0.004675 1022 8-6 69.53 3.3340 2-2 0.010 29.307 Total(Pt) Route 18 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as a negative value. Equiv. Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total(psi) (Foot) Friction(Pf) 153 8-0 5.6 23.19 1 (See Notes) 0-0 120 17.146 Route 19 Sprinkler, E(2-0), fd(56-0) 58-0 0.171088 -0.867 1052 10-0 - 23.19 1.0490 58-0 9.923 1052 10-0 11/2 12-6 120 26.202 0.015051 1049 10-0 23.19 1.7280 12-6 0.188 26.390 Total(Pt) Route 19 154 8-0 5.6 23.29 1 (See Notes) 0-0 120 17.301 Route 20 Sprinkler, PO(5-0), fd(56-0) 61-0 0.172519 -0.867 1050 10-0 __ - 23.29 1.0490 61-0 10.524 26.957 Total(Pt) Route 20 155 8-0 5.6 23.70 1 (See Notes) 0-0 120 17.905 Route 21 Sprinkler, PO(5-0), fd(56-0) 61-0 0.178080 -0.867 1053 10-0 23.70 1.0490 61-0 10.863 1053 10-0 23.85 1'/2 12-6'/2 120 27.900 Flow (q) from Route 22 0.056810 1054 10-0 47.54 1.7280 12-61/2 0.711 1054 10-0 24.00 1%(See3-8% Notes) 120 28.612 Flow (q) from Route 23 LtE(2-0), P0(8-0) 10-0 0.120980 0.650 1025 8 6 71.54 1.7280 13-8% 1.660 30.922 Total(Pt) Route 21 156 8-0 5.6 23.85 1 (See Notes) 0-0 120 18.134 Route 22 Sprinkler, E(2-0), fd(56 0) 58-0 0.180192 -0.867 1055 10-0 23.85 1.0490 58-0 10.451 1055 10-0 1% 11-6 120 27.718 0.015852 1053 10-0 23.85 1.7280 11-6 0.182 27.900 Total(Pt) Route 22 157 8-0 5.6 24.00 1 (See Notes) 0-0 120 18.360 Route 23 Sprinkler, PO(5-0), fd(56-0) 61-0 -0.867 1054 10-0 24.00 1.0490 61-0 0.182270 11.118 28.612 Total(Pt) Route 23 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings &Length Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Len 9th) Fixed Pressure Losses, when applicable, are added directly to and shown as a negative P� g value. Fitting (Foot) Pf Friction Loss Per Unit si (P ) Elev(Pe) ( ) Node 2 Elev 2 (Foot) 1 + Total Flow (Q) Actual ID Total( (Foot) Friction(Pf) 158 9-6 5.6 24.61 1 (See Notes) 0-0 120 19.309 Route 24 Sprinkler, PO(5-0),fd(56-0) 61-0 0.190962 -0.217 1056 10-0 24.61 1.0490 61-0 11.649 1056 10-0 1% 9-4 120 30.741 0 016799 1057 10-0 1 24.61 1.7280 9-4 0.157 1057 10-0 24.67 1% (See Notes) 2-61/2 120 30.897 Flow (q) from Route 25 T(8-0) 8-0 0.060707 1058 10-0 49.28 1.7280 10-6% 0.640 1058 10-0 2 (See Notes) 1-6 120 31.538 P0(10-0) 10-0 0.018603 0.650 1026 8-6 49.28 2.2030 11-6 0.214 32.402 Total(Pt) Route 24 159 9-6 5.6 24.67 1 (See Notes) 0-0 120 19.409 Route 25 Sprinkler, P0(5-0), fd(56-0) 61-0 0.191882 -0.217 1057 10-0 24.67 1.0490 61-0 11.705 30.897 Total(Pt) Route 25 HV100 3-3 100.00 2'/2 (See Notes) 0-0 120 62.489 Route 26 HOSE VALVE LEVEL 1A 2E(4-31/2), P0(12-0) 20-7 0.039544 0.108 21 3-0 --- 100.00 2.4690 20-7 0.814 21 3-0 4 1-6 120 63.412 0.002623 -0.650 22 4-6 100.00 4.3100 1-6 0.004 62.765 Total(Pt) Route 26 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 11 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 11/10/2018 Equivalent Pipe Lengths of Valves .and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor C Value Multiplier: Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings. Legend a 2'., ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/2 Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV Angle Valve BFP Backflow Preventer cplg Coupling DeiV Deluge Valve EE 45° Elbow f Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GIoV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In PO Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11W Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve L © M.E.P.CAD, Inc. ! AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 11/10/2018 6:54:25AM Page 12 NFPA 13 2016 Seismic Bracing Calculations Project Name: 70040 - Broadstone Sterling South Brace Design: LSB-5 (4") Wood Center Address: 415 Baker Boulevard Contractor Name: Red Hawk Fire Protection City, State, Zip: Tukwila, WA 9837198188 Address: 801 Valley Ave NW, Suite D Prepared By: Jaramillo, Bryan City, State, Zip: Puyallup, WA 98372 Date: 10 -Nov -2018 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments Maximum Length of Brace: 3'-6" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 45-59 Degrees Maximum Brace Spacing (ft): 80.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 100 Maximum Horizontal Load (lbs): 4455 Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2121 Structure Attachment Adapter: Multi Attachment, 9/16" Hole 1, 9/16" Hole 2 Make: CADDY Model: CSBMA050050EG UL Load Rating (lbs): 3740 Adjusted Per 9.3.5.2.3 (lbs): 2645 Sway Brace Fitting: Universal Sway Brace, EG, 4" Pipe Make: CADDY Model: CSB0400 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (lbs): 1838 Fastener Information NFPA Fastener Orientation: E Structure: Wood - Lag Screw Fastener Qty: 2 Fastener Type: Lag Screw Fastener Size: 1/2" x 5 1/2 Fastener Embedment: 5 1/2"Fastener Max. Load (lbs): 840Brace Lag 45-59 Degrees Screw- 1/T x51/2 CSBMA050050EG -- II r CSB0400 li CSBU1 Orientation: Longitudinal Brace I.D. (on plan): LSB-5 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 80.00 1,038.68 Sway Brace Attached to 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.68 x 1,038.68 Fpw = 706.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 1,038.68 *Excludes tension -only bracing systems fti ndent © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA Project Name: 70040 - Broadstone Sterling Center Address: 415 Baker Boulevard City, State, Zip: Tukwila, WA 9837198188 Prepared By: Jaramillo, Bryan Date: 10-Nov-2018 13 2016 Seismic Bracing Calculations South Brace Design: HSB - 2 (6") Contractor Name: Red Hawk Fire Protection Address: 801 Valley Ave NW, Suite D City, State, Zip: Puyallup, WA 98372 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 21.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 200 Maximum Horizontal Load (lbs): 1604 Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 Pr = 1.1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Quick Grip Lateral Sway Brace, 6" Pipe Make: CADDY Model: CSBQG0600EG UL Load Rating (lbs): 2015 Adjusted Per 9.3.5.2.3 (lbs): 1745 Fastener Information 60-90 Degrees • Anchor - 117 x 43/4- (Min) NFPA Fastener Orientation: C Structure: Concrete (Cracked) - 6,000 psi NW Fastener Qty: 1 Prying Factor 1.1 Fastener Type: NFPA Generic Wedge Anchor Fastener Size: 1/2" x 4 3/4" (Min) Fastener Embedment: 3 5/8" Fastener Max. Load (lbs): 682 �� NFPA Generic Wedge �' CSBUI �� CSBQG0600EG °0 Brace Orientation: Lateral Brace I.D. (on plan): HSB-2 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 6" Sch 10 23.03 3.45 26.48 21.00 556.17 Sway Brace Attached to 6" Sch10 Pipe Max Fpw Based on 6" Sch10 Pipe Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.68 x 556.17 Fpw = 378.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (Z01) Weight (Wp) 556.17 Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 3231 lbs *Excludes tension-only bracing systems +1/ Nent © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA 13 2016 Seismic Bracing Calculations 70040 - Broadstone Sterling South Project Name: Center Brace Design: HSB-1(4") Address: 415 Baker Boulevard Contractor Name: Red Hawk Fire Protection City, State, Zip: Tukwila, WA 9837198188 Address: 801 Valley Ave NW, Suite D Prepared By: Jaramillo, Bryan City, State, Zip: Puyallup, WA 98372 Date: 10-Nov-2018 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 40.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 200 Maximum Horizontal Load (lbs): 1604 Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 Pr = 1.1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Quick Grip Lateral Sway Brace, 4" Pipe Make: CADDY Model: CSBQG0400EG UL Load Rating (lbs): 2015 Adjusted Per 9.3.5.2.3 (lbs): 1745 Fastener Information 60-90 Degrees \i*O Anchor - 1/2" NFPA Fastener Orientation: C Structure: Concrete (Cracked) - 6,000 psi NW Fastener Qty: 1 Prying Factor 1.1 Fastener Type: NFPA Generic Wedge Anchor Fastener Size: 1/2" x 4 3/4" (Min) Fastener Embedment: 3 5/8" Fastener Max. Load (lbs): 682 /� NFPA Generic Wedge .1 cseu, • may, CSBQG0400EG Brace Orientation: Lateral Brace I.D. (on plan): HSB-1 Sprinkler System Zone of Influence (ZO2) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft ( lbs 15% for Fittings g Total Wt/ftTotal Length (ft) Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 21.00 272.65 1" Sch 40 2.05 0.31 2.36 12.00 28.29 1 1/2" EDDY Flow 2.86 0.43 3.29 211.00 693.98 Sway Brace Attached to 4" EDDY_Flow Pipe Max Fpw Based on 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw = Cp x Wp Fpw = 0.68 x 994.92 Fpw= 677.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZO2) Weight (Wp) 994.92 Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 726 lbs *Excludes tension-only bracing systems Went © 2028 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA Project Name: 70040 - Broadstone Sterling Center Address: 415 Baker Boulevard City, State, Zip: Tukwila, WA 9837198188 Prepared By: Jaramillo, Bryan Date: 10 -Nov -2018 13 2016 Seismic Bracing Calculations South Brace Design: HSB-6 (4") Wood Contractor Name: Red Hawk Fire Protection Address: 801 Valley Ave NW, Suite D City, State, Zip: Puyallup, WA 98372 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments Maximum Length of Brace: 3'-6" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 10.00 Least Radius of Gyration* (in): 0.421 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a kI/r Value:* 100 Maximum Horizontal Load (lbs): 5456 Sway Brace Fitting: Quick Grip Lateral Sway Brace, 4" Pipe Make: CADDY Model: CSBQG0400EG UL Load Rating (lbs): 2015 Adjusted Per 9.3.5.2.3 (lbs): 1745 Fastener Information NFPA Fastener Orientation: I Through Bolt - 1/2" x 3 Structure: Wood - Through Bolt 60-90 Degrees 111111/A 11 Fastener Qty: 1 Fastener Type: Through Bolt Fastener Size: 1/2" x 3; Fastener Embedment: 1 1/2" Fastener Max. Load (lbs): 310 `J ° CSBU1 CSBQG0400EG 0 Brace Orientation: Lateral . • Brace I.D. (on plan): LSB-6 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 10.00 129.84 Sway Brace Attached to 4" EDDY_Flow Pipe Max Fpw Based on 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.68 x 129.84 Fpw = 88.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (Z01) Weight ( Wp) 129.84 Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 1544 lbs *Excludes tension -only bracing systems -1� Went © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA 13 2016 Seismic Bracing Calculations 70040 - Broadstone Sterling South Project Name: Center Brace Design: LSB-1(4") Address: 415 Baker Boulevard Contractor Name: Red Hawk Fire Protection City, State, Zip: Tukwila, WA 9837198188 Address: 801 Valley Ave NW, Suite D Prepared By: Jaramillo, Bryan City, State, Zip: Puyallup, WA 98372 Date: 10 -Nov -2018 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 60.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 200 Maximum Horizontal Load (lbs): 1604 Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 Pr = 1.1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Universal Sway Brace, EG, 4" Pipe Make: CADDY Model: CS60400 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (lbs): 2252 Fastener Information 60-90 Degrees NFPA Fastener Orientation: C Structure: Concrete (Cracked) - 6,000 psi NW Fastener Qty: 1 Prying Factor 1.1 Fastener Type: NFPA Generic Wedge Anchor Fastener Size: 1/2" x 4 3/4" (Min) Fastener Embedment: 3 5/8" Fastener Max. Load (lbs): 682 NFPA Generic Wedge Anchor - 1/2' x 4 3/4" (Min( CSBUI ■ I ■ � CSB0400 Brace Orientation: Longitudinal Brace I.D. (on plan): LSB-1 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 60.00 779.01 Sway Brace Attached to 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw =CpxWp Fpw = 0.68 x 779.01 Fpw = 530.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 779.01 *Excludes tension -only bracing systems tel, !Went 0 2&18 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA Project Name: 70040 - Broadstone Sterling Center Address: 415 Baker Boulevard City, State, Zip: Tukwila, WA 9837198188 Prepared By: laramillo, Bryan Date: 10 -Nov -2018 13 2016 Seismic Bracing Calculations South Brace Design: LSB-2 (6") Contractor Name: Red Hawk Fire Protection Address: 801 Valley Ave NW, Suite D City, State, Zip: Puyallup, WA 98372 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Maximum Length of Brace: 7'-0" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Structure Attachment Flitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 Pr = 1.1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 21.00 Least Radius of Gyration* (in): 0.421 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a kl/r Value:* 200 Maximum Horizontal Load (lbs): 1604 Sway Brace Fitting: Universal Sway Brace, EG, 6" Pipe Make: CADDY Model: CS60600 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (lbs): 2252 Fastener Information NFPA Fastener Orientation: C Structure: Concrete (Cracked) - 6,000 psi NW 60-90 Degrees Fastener Qty: 1 Prying Factor 1.1 Fastener Type: NFPA Generic Wedge Anchor NFPA Generic Wedge Anchor - 1 /2" x 4 3/4" (Min) 4� CSBU1 ■ I Fastener Size: 1/2" x 4 3/4" (Min) Fastener Embedment: 3 5/8" Fastener Max. Load (lbs): 682 • 0600 Brace Orientation: Longitudinal Brace I.D. (on plan): LSB-2 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 6" Sch 10 23.03 3.45 26.48 21.00 556.17 Sway Brace Attached to 6" Sch10 Pipe Horizontal Earthquake Load Fpw = Cp x Wp Fpw = 0.68 x 556.17 Fpw = 378.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 556.17 *Excludes tension -only bracing systems ndent © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA 13 2016 Seismic Bracing Calculations 70040 - Broadstone Sterling South Project Name: Center Brace Design: HSB-7 Address: 415 Baker Boulevard Contractor Name: Red Hawk Fire Protection City, State, Zip: Tukwila, WA 9837198188 Address: 801 Valley Ave NW, Suite D Prepared By: Jaramillo, Bryan City, State, Zip: Puyallup, WA 98372 Date: 10 -Nov -2018 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments Maximum Length of Brace: 3'-6" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 40.00 Least Radius of Gyration* (in): 0.421 kl/r Value:* 100 Maximum Horizontal Load (lbs): 5456 Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Structure Attachment Adapter: n/a Make: CADDY Model: n/a UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a Sway Brace Fitting: Quick Grip Lateral Sway Brace, 4" Pipe Make: CADDY Model: CSBQG0400EG UL Load Rating (lbs): 2015 Adjusted Per 9.3.5.2.3 (lbs): 1745 Fastener Information 1/2 inch 60-90 Degrees *;7 Steel I -Beam NFPA Fastener Orientation: C Fastener Qty: 1 Fastener Type: 1/2 inch dia. bolt Fastener Size: n/a Fastener Embedment: n/a Fastener Max. Load (lbs): 2550 .Structure: dia. bolt CSBUI * CSBQG0400EG !. Brace Orientation: Lateral Brace I.D. (on plan): HSB-7 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 40.00 519.34 Sway Brace Attached to 4" EDDY_Flow Pipe Max Fpw Based on 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.68 x 519.34 Fpw = 353.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 519.34 Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 726 lbs *Excludes tension -only bracing systems .s1/ nVent © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other NFPA 70040 - Broadstone Sterling Project Name: Center Address: 415 Baker Boulevard City, State, Zip: Tukwila, WA 9837198188 Prepared By: Jaramillo, Bryan Date: 10 -Nov -2018 13 2016 Seismic Bracing Calculations South Brace Design: LSB-3 (4") Wood Contractor Name: Red Hawk Fire Protection Address: 801 Valley Ave NW, Suite D City, State, Zip: Puyallup, WA 98372 Fax: Phone: 2538409900 Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments Maximum Length of Brace: 3'-6" Size of Brace (in): 1" - Type of Brace: Sch 40 Pipe Structure Attachment Fitting: Universal Structural Bracket, EG, 9/16" Hole Make: CADDY Model: CSBU1 UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Brace Angle Range: 60-90 Degrees Maximum Brace Spacing (ft): 80.00 Least Radius of Gyration* (in): 0.421 Structure Attachment Adapter: Multi Attachment, 9/16" Hole 1, 9/16" Hole 2 Make: CADDY Model: CSBMA050050EG UL Load Rating (lbs): 3740 Adjusted Per 9.3.5.2.3 (lbs): 3239 kl/r Value:* 100 Maximum Horizontal Load (lbs): 5456 Sway Brace Fitting: Universal Sway Brace, EG, 4" Pipe Make: CADDY Model: CS60400 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (lbs): 2252 Fastener Information NFPA Fastener Orientation: F Structure: Wood - Through Bolt Through 60-90 Degrees Bolt - l/2" x 3 CSBMAOSCSBUII Fastener Qty: 2 Type: Through Bolt Fastener Size: 1/2" x 3 Y /Fastener Fastener Embedment: 1 1/2" Fastener Max. Load (lbs): 790 - I. Brace Orientation: Longitudinal CSB0400 Brace I.D. (on plan): SB -3 Sprinkler System Zone of Influence (ZOI) Load Calculation(Fpw = Cp x Wp) Pipe Size Pipe Description Wt/ft (lbs) 15% for Fittings Total Wt/ft Length (ft) Total Wt Cp = 0.68 per NFPA 13 2016 2012 IBC 4" EDDY Flow 11.29 1.69 12.98 80.00 1,038.68 Sway Brace Attached to 4" EDDY_Flow Pipe Horizontal Earthquake Load Fpw=CpxWp Fpw = 0.68 x 1,038.68 Fpw = 706.00 lbs Weight of Misc. ZOI Valves and Fittings 0.00 Total Zone of Influence (ZOI) Weight ( Wp) 1,038.68 *Excludes tension -only bracing systems .1/ !Went © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other IMPORTANT: READ CAREFULLY Your use of the nVent CADDY® Bracing Systems Calculator (the "Calculator") is subject to the Terms of Use (the "Agreement") you accepted prior to your use of the Calculator software. Subject to the terms and conditions of the Agreement, nVent grants to you a nonexclusive, nontransferable license to use this software on only one computer at any one time. You may not copy, alter, decompile, disassemble, reverse engineer, sublicense, rent, lease, sell, loan, assign or otherwise distribute the software. nVent may terminate this Agreement and your license grant if you fail to comply with the terms and conditions of this Agreement, in which event you must destroy all copies of the software and your rights to use this software will immediately end. This Calculator and other materials are provided as a design aid for use by qualified persons who take full responsibility for the design of seismic and other bracing systems. The Calculator is based on the parameters and the criteria specified in the applicable fire sprinkler codes, effective as of the date of software release, you select. You assume sole responsibility to review and confirm the accuracy and correctness of the formula, the accuracy, completeness and currentness of the applicable fire sprinkler codes, the information used in the calculations and all results from the calculations. nVent is not responsible to perform these actions for you. To assist you in checking your work, hard copies of the calculations can be printed for your review and acceptance. 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All rights reserved. ,%i nJent © 2018 nVent All rights reserved nVent, nVent CADDY, nVent ERICO, nVent ERIFLEX, and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners. nVent reserves the right to change specifications without prior notice. Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.20_Level 2 Overall Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: 3 - Level 2 Amenity Sheet FP2.20 Ordinary Group 2 - Amenity Tenant Amenity 0.200gpm/ft2 1500.00ft2 (Actual 1528.12ft2) 130.00ft2 Pendent 23 ve dare 0 c ` c S oH— 151-1 d -c.,./-ds Calculation Date: 1/3/2019 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 870.52 @ 130.544 Type of System: Wet Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A (2© M.E.P.CAD, Inc. e 'WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC R DH.WHF9901QP r�,%Nv (//,,V./1,, Signature / Date 01/04/19 AutoSPRINK 2018 v14.2.9.0 3 - Level 2 1/3/201912:51:02PM Page 1 Hydraulic Graph ro z Job Name: STERLING SOUTHCENTER Date: 1/3/2019 Remote Area Number: 3 - Level 2 Amenity w 0 00 o. t"' N cz cn _ - 0 O - O 8 O O O O O O - - — — — 1111 ® 620.52 130.544 1 11 870.52 with Hose Allowance at Source 1 1 \ I Static Pressure 150.000 870.52 6 175.000 I \I I ifstem System demand curve milt [I IIIIIIIII 111111111 IIIIIIIII 111111111 11111 IIIIIII O N O CO 0 CO isd - aJnssaJd 0 O O In O O N CO N cn a) a) 0_ 12:51:26PM E CO a O 0) O O O N O O N 8 I4O, O AutoSPRINK 2018 v14.2.9.0 &,© M.E.P.CAD, Inc. INSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group 2 - Amenity (3 - Level 2 Amenit Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) 0.200gpm/ft2 Coverage Foot 130.00ft2 r> Sprinkler 201 26.00 26.00 5.6 21.556 Sprinkler 202 26.06 26.00 5.6 21.652 0.200gpm/ft2 130.00ft2 Sprinkler 204 26.08 26.00 5.6 21.687 0.201gpm/ft2 130.00ft2 Sprinkler 205 26.24 26.00 5.6 21.962 0.202gpm/ft2 130.00ft2 Sprinkler 211 26.47 24.05 5.6 22.344 0.220gpm/ft2 120.25ft2 Sprinkler 212 26.59 24.05 5.6 22.543 0.221gpm/ft2 120.25ft2 Sprinkler 213 27.72 25.20 5.6 24.505 0.220gpm/ft2 126.00ft2 Sprinkler 214 28.24 25.20 5.6 25.434 0.224gpm/ft2 126.00ft2 Sprinkler 226 26.85 19.60 5.6 22.996 0.274gpm/ft2 98.00ft2 Sprinkler 227 27.72 20.35 5.6 24.501 0.272gpm/ft2 101.75ft2 Sprinkler 228 27.43 19.60 5.6 23.993 0.280gpm/ft2 98.00ft2 Sprinkler 230 27.70 18.73 5.6 24.470 0.296gpm/ft2 93.66ft2 Sprinkler 233 26.21 14.40 5.6 21.914 0.364gpm/ft2 72.00ft2 Sprinkler 234 26.23 7.40 5.6 21.947 0.709gpm/ft2 37.00ft2 Sprinkler 236 26.46 7.40 5.6 22.321 0.715gpm/ft2 37.00ft2 Sprinkler 237 26.61 1.20 5.6 22.577 4.435gpm/ft2 6.00ft2 Sprinkler 238 26.78 7.35 5.6 22.873 0.729gpm/ft2 36.75ft2 Sprinkler 239 26.80 14.33 5.6 22.895 0.374gpm/ft2 71.67ft2 Sprinkler 241 27.34 1.20 5.6 23.827 4.556gpm/ft2 6.00ft2 Sprinkler 244 27.56 1.20 5.6 24.220 4.593gpm/ft2 6.00ft2 Sprinkler 245 27.56 10.18 5.6 24.221 0.542gpm/ft2 50.88ft2 Sprinkler 246 27.73 1.20 5.6 24.514 4.621gpm/ft2 6.00ft2 Sprinkler 247 28.14 12.00 5.6 25.248 0.469gpm/ft2 60.00ft2 c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1/3/2019 12:51:46PM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf)and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 19-1 5.6 26.00 1 (See Notes) 5-2 120 21.556 Route 1 Sprinkler, P E(2-0), P0(5-0), fd(56-0) 63-0 0.211435 -0.506 2000 20-3 i...---- .. ----- 26.00 1.0490 68-2 14.412 2000 20-3 26.78 2 10 0 120 35.462 Flow (q) from Route 17 0.021124 2001 20-3 f -- 52.78 2.2030 10-0 0.211 2001 20 3 26.08 2 3-111/2 120 35.673 Flow (q) from Route 3 0.044399 2002 20-3 78.86 2.2030 3-111/2 0.175 2002 20-3 26.21 2 5-3 120 35.848 Flow (q) from Route 13 0.075501 2003 20-3 105.08 2.2030 5-3 0.396 2003 20-3 26.46 2 (See Notes) 6-61/2 120 36.245 Flow (q) from Route 15 P0(10-0) 10-0 0.114390 2004 20-3 131.53 2.2030 16-6% 1.890 2004 20-3 54.23 3 10-6 120 38.135 Flow (q) from Route 11 0.028798 2005 20-3 185.76 3.3340 10-6 0.302 2005 20-3 158.45 3 (See Notes) 13-1 120 38.437 Flow (q) from Route 2 E(5-0) 5-0 0.090142 2006 20-3 344.21 3.3340 18-1 1.631 2006 20-3 28.14 3 4-3 120 40.068 Flow (q) from Route 23 0.104247 2007 20-3 372.35 3.3340 4-3 0.444 2007 20-3 136.79 3 19-31/2 120 40.512 Flow (q) from Route 16 0.185974 2008 20-3 509.14 3.3340 19-31/2 3.584 2008 20-3 111.38 3 (See Notes) 2-5 120 44.096 Flow (q) from Route 7 E(6-9%) 6-91/2 0.268169 2009 20-3 620.52 3.3340 9-2 2.467 2009 20-3 4 (See Notes) 103-11% 100 46.562 4E(6-91/2) 27-2 0.107605 0.253 2010 19-8 - 620.52 4.3100 130-3'/2 14.022 LN © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fitting (Foot) Pf Friction Loss Per Unit Elev Pe ( ) Length) Fixed Pressure Losses, when applicable, are added directly to Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Equiv. Length (Foot) Total (Foot) (psi) Friction(Pf) (Pf) and shown as a negative value. 2010 19-8 4 (See Notes) 26-2% 120 60.837 89-51/2 1.806 24 15 6 __ 620.52 4.3100 115 8 0.076797 8 882 7E(6-91/2), 2f(-0.000), sCV(9-11), BV(12-0), PO(20-0) 24 15-6 4 (See Notes) 44-31/2 120 71.525 16E(6-9'/2) 108-9 0.076797 -3.902 25 24-6 620.52 4.3100 153-0 11.751 25 24-6 4 0-101/2 120 79.375 0.076797 -0.380 26 25-41/2 620.52 4.3100 0101/2 0.067 26 25-4'/2 4 (See Notes) 262-5 120 79.062 2fT(16-0), BV(12-0), 11E(6-9'/2), 4EE(6-9/2) 145-11 0.076797 -2.510 9 31-2 620.52 4.3100 408 4 31.359 9 31-2 4 (See Notes) 11-21/2 120 107.911 E(6-9%) 6-9'/2 0.076797 8 31-2 620.52 4.3100 18-0 1.383 8 31-2 6 (See Notes) 13-01/2 120 109.295 2E(12-7) 25-2 0.011572 0.497 7 30-0 620.52 6.3570 38-2 0.442 7 30-0 6 (See Notes) 110-0 120 110.234 6E(12-7), f(-0.000), BV(12-7), PO(37-8%), BOR 125-9 0.011572 11.876 4 2-71/2 F- .. 620.52 6.3570 235-9 2 728 4 2-71/2 6 (See Notes) 3-0 120 124.838 BFP(-2.354) 0.011572 3 2-71/2 620.52 6.3570 3 0 2.389 3 2-7% 6 (See Notes) 1-11 150 127.227 LtE(17-1) 17-1 0.007658 0.831 2 0-81/2 620.52 6.3570 19-0 0.146 2 0-81/2 8 (See Notes) 88-9 140 128.204 44-11/2 2.041 1000 -4-0 620.52 8.3900 132-10'/2 0.002253 0.299 E(30-61/2), PIV(6-9'/2), GV(6-91/2), S 250.00 130.544 Hose Allowance At Source Total(Pt) Route 1 1000 870.52 © M.E.P.CAD, Inc. No AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) h Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 202 19-4 5.6 26.06 1 (See Notes) 3-9 120 21.652 Route 2 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.212301 -0.397 2011 20-3 26.06 1.0490 66-9 14.173 2011 20-3 52.71 2 3-8 120 35.427 Flow (q) from Route 4 0.044306 2012 20-3 78.77 2.2030 3-8 0.162 2012 20-3 26.59 2 6-11 120 35.589 Flow (q) from Route 6 0.075880 2013 20-3 105.36 2.2030 6-11 0.526 2013 20-3 26.23 2 4 0'/z 120 36.115 Flow (q) from Route 14 0.114489 2014 20-3 131.59 2.2030 4-0% 0.465 2014 20-3 26.85 2 (See Notes) 1-6 120 36.580 Flow (q) from Route 9 P0(10-0) 10-0 0.161424 2005 20-3 158.45 2.2030 11-6 1.857 38.437 Total(Pt) Route 2 204 19-1 5.6 26.08 1 (See Notes) 5-2 120 21.687 Route 3 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.212620 -0.506 2001 20-3 26.08 1.0490 68-2 14.492 35.673 Total(Pt) Route 3 205 19-4 5.6 26.24 1 (See Notes) 3-8 120 21.962 Route 4 Sprinkler, 2E(2-0), fd(56-0) 60-0 0.215114 -0.397 2015 20-3 26.24 1.0490 63-8 13.697 2015 20-3 2 3-0 120 35.262 0.005799 2016 20-3 f 1 26.24 2.2030 3-0 0.017 2016 20-3 26.47 2 7-0 120 35.279 Flow (q) from Route 5 0.021074 2011 20-3 52.71 2.2030 7-0 0.148 35.427 Total(Pt) Route 4 211 19-4 5.6 26.47 1 (See Notes) 0-0 120 22.344 Route 5 Sprinkler, P0(5-0), fd(56-0) 61-0 0.218571 -0.397 2016 20-3 26.47 1.0490 61-0 13.333 M.E.P.CAD, Inc.AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot ( ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 35.279 Total(Pt) Route 5 212 19-4 5.6 26.59 1 (See Notes) 0-0 120 22.543 Route 6 Sprinkler, P0(5-0), fd(56-0) 61-0 0.220375 -0.397 2012 20-3 26.59 1.0490 61-0 13.443 35.589 Total(Pt) Route 6 213 20-2 5.6 27.72 1 (See Notes) 0-0 120 24.505 Route 7 Sprinkler, P0(5-0), fd(56-0) 61-0 0.238056 -0.036 2020 20-3 l 27.72 1.0490 61-0 14.521 2020 20-3 55.42 1'/z 9-0 120 38.990 Flow (q) from Route 10 0.159766 2021 20-3 83.14 1.7280 9-0 1.438 2021 20 3 28.24 11/2 (See0-101/2 Notes) 120 40.428 Flow (q) from Route 8 P0(8-0) 8-0 0.274434 2022 20 3 111.38 1.7280 8-10'/2 2.437 2022 20-3 3 (See Notes) 80-01/2 120 42.865 T(15-0), fT(15-0) 30-0 0.011180 2008 20-3 L 111.38 3.3340 110-0% 1.230 44.096 Total(Pt) Route 7 214 20-2 5.6 28.24 1 (See Notes) 0-0 120 25.434 Route 8 Sprinkler, P0(5-0), fd(56-0) 61-0 0.246395 -0.036 2021 20-3 28.24 1.0490 61-0 15.030 40.428 Total(Pt) Route 8 226 20-0 5.6 26.85 1 (See Notes) 0-0 120 22.996 Route 9 Sprinkler, P0(5-0), fd(56-0) 61-0 0.224464 -0.108 2014 20-3 26.85 1.0490 61-0 13.692 36.580 Total(Pt) Route 9 227 20-2 5.6 27.72 1 (See Notes) 0-0 120 24.501 Route 10 Sprinkler, E(2-0), fd(56-0) 58-0 0.238027 -0.036 2028 20-3 27.72 1.0490 58-0 13.806 2028 20-3 1'/2 (See Notes) 3-11 120 38.271 T(8-0) 8-0 0.020939 2029 20-3 I.' 27.72 1.7280 11 11 0.249 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P f) and shown as a negative value. Fitting (Foot ) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (CO Actual ID Total (Foot) Friction(Pf) 2029 20-3 27.70 1% 6-3 120 38.520 Flow (q) from Route 12 0.075441 2020 20-3 55.42 1.7280 6-3 0.470 38.990 Total(Pt) Route 10 228 20-0 5.6 27.43 1 (See Notes) 0-0 120 23.993 Route 11 Sprinkler, P0(5-0), fd(56-0) 61-0 0.233452 -0.108 2030 20-3 ---- 27.43 1.0490 61-0 14.241 2030 20-3 3 1-111/2 120 38.125 0.000837 2031 20-3 27.43 3.3340 1-11% 0.002 2031 20-3 26.80 3 2-9 120 38.127 Flow (q) from Route 18 0.002952 2004 20-3 1 54.23 3.3340 2-9 0.008 38.135 Total(Pt) Route 11 230 20 2 5.6 27.70 1 (See Notes 0-0 120 24.470 Route 12 Sprinkler, E(2-0), fd(56-0) 58-0 0.237741 -0.036 2032 20-3 27.70 1.0490 58-0 13 789 2032 20-3 1'/2 (See Notes) 6-21/2 120 38.222 T(8-0) 8-0 0.020914 2029 20-3 27.70 1.7280 14-21/2 0.298 38.520 Total(Pt) Route 12 233 19-4 5.6 26.21 1 (See Notes) 3-9 120 21.914 Route 13 Sprinkler, p E(2-0), P0(5-0), fd(56-0) 63-0 0.214679 -0.397 2002 20-3 1 26.21 1.0490 66-9 14.332 35.848 Total(Pt) Route 13 234 19-4 5.6 26.23 1 (See Notes) 4-9 120 21.947 Route 14 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.214979 -0.397 2013 20-3 26.23 1.0490 67-9 14.565 36.115 Total(Pt) Route 14 236 19-4 5.6 26.46 1 (See Notes) 2-7 120 22.321 Route 15 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.218365 -0.397 2003 20-3 26.46 1.0490 65-7 14.321 36.245 Total(Pt) Route 15 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) .. Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 237 20-0 5.6 26.61 1 (See Notes) 5-2% 120 22.577 Route 16 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.220680 -0.108 2034 20-3 26.61 1.0490 1 68-21/2 15.055 2034 20-3 27.56 2 2-6 120 37.524 Flow (q) from Route 21 0.022162 2035 20-3 54.17 2.2030 2-6 0.056 2035 20-3 27.34 2 1210'/2 120 37.579 Flow (q) from Route 19 0.047190 2036 20-3 81.50 2.2030 12-10% 0.608 2036 20-3 27.56 2 (See Notes) 6-21/2 120 38.187 Flow (q) from Route 20 LtE(3-0) 3-0 0.080887 2037 20-3 109.06 2.2030 9-2 0.745 2037 20-3 27.73 2 (See Notes) 2-10 120 38.933 Flow (q) from Route 22 P0(10-0) 10-0 0.122991 2007 20-3 136.79 2.2030 12-10 1.579 40.512 Total(Pt) Route 16 238 19-4 5.6 26.78 1 (See Notes) 0-0 120 22.873 Route 17 Sprinkler, E(2-0), fd(56-0) 58-0 0.223358 -0.397 2038 20-3 r - . .. 26.78 1.0490 58-0 12.955 2038 20-3 2 5-3 120 35.430 0.006021 2000 20-3 26.78 2.2030 5-3 0.032 35.462 Total(Pt) Route 17 239 20-0 5.6 26.80 1 (See Notes) 5-7'% 120 22.895 Route 18 Sprinkler, E(2-0), P0(5-0), fd(56-0) 63-0 0.223552 -0.108 2031 20-3 - 26.80 1.0490 68-71/2 15.340 38.127 Total(Pt) Route 18 241 19-4 5.6 27.34 1 (See Notes) 0-0 120 23.827 Route 19 Sprinkler, P0(5-0), fd(56-0) 61-0 0.231961 -0.397 2035 20-3 27.34 1.0490 61-0 14.150 37.579 Total(Pt) Route 19 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) i Total Flow (CO Actual ID Total (Foot) Friction(Pf) 244 19-4 5.6 27.56 1 (See Notes) 0-0 120 24.220 Route 20 Sprinkler, P0(5-0), fd(56-0) 61-0 0.235495 -0.397 2036 20-3 27.56 1.0490 61-0 14.365 38.187 Total(Pt) Route 20 245 19-4 5.6 27.56 1 (See Notes) 0-0 120 24.221 Route 21 Sprinkler, E(2-0), fd(56-0) 58-0 0.235502 -0.397 2039 20-3 27.56 1.0490 58-0 13.659 2039 20-3 2 6-6 120 37.482 0.006349 2034 20-3 27.56 2.2030 6-6 0.041 37.524 Total(Pt) Route 21 246 20-0 5.6 27.73 1 (See Notes) 0-0 120 24.514 Route 22 Sprinkler, P0(5-0), fd(56-0) 61-0 0.238143 -0.108 2037 20-3 ff i i, . 3 27.73 1.0490 61-0 14.527 38.933 Total(Pt) Route 22 247 20-0 5.6 28.14 1 (See Notes) 0-0 120 25.248 Route 23 Sprinkler, P0(5-0), fd(56-0) 61-0 0.244727 -0.108 2006 20-3 .___._.._ 28.14 1.0490 61-0 14 928 40.068 Total(Pt) Route 23 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 3 - Level 2 Amenity Date: 1/3/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ( Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter ) 4.87 = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Fittings Legend Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'% Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 111A° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 3 - Level 2 Amenity 1/3/2019 12:51:58PM Page 11 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.20_Level 2 Overall Design Remote Area Number: 4 - Level 2 Parking Remote Area Location: Sheet FP2.20 Occupancy Classification: Ordinary Group 2 - Parking Commodity Classification: Parking Density: 0.200gpm/ft2 Area of Application: 1950.00ft2 (Actual 2280.75ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 23 In -rack Demand: Hose Streams: Calculation Date: 1/3/2019 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 866.06 @ 116.354 Type of System: Dry Volume of Dry or PreAction System: 775.56ga1 Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 4 - Level 2 1/3/201912:58:29PM Page 1 Hydraulic Graph 00. z Job Name: STERLING SOUTHCENTER Date: 1/3/2019 Remote Area Number: 4 - Level 2 Parking m WO 0cn _D G) co _ - - o o - O O co V 0 O- 0 0 0- 0 — — - - Allowance at Source 16. Static Pressure 150.000 866.06 @ 175.000 J System demand curve I I_ I 0 0 0 CO 0 O O O N O O isd - aJnssaJd O CO O O 0 O a) M 0 0 O M O 0 O f0 1/3/2019 12:58:55PM AutoSPRINK 2018 v14.2.9.0 LC) M.E.P.CAD, Inc. HiSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group 2 - Parking (4 - Level 2 Parking) Device Actual Flow (gpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) (gpDensitympft2) Coverage (Foot) b Sprinkler 206 24.17 24.17 5.6 18.623 0.200gpm/ft2 120.83ft2 Sprinkler 207 24.32 24.17 5.6 18.861 0.201gpm/ft2 120.83ft2 Sprinkler 208 24.84 24.17 5.6 19.674 0.206gpm/ft2 120.83ft2 Sprinkler 209 25.90 24.17 5.6 21.392 0.214gpm/ft2 120.83ft2 Sprinkler 210 27.66 22.56 5.6 24.401 0.245gpm/ft2 112.78ft2 Sprinkler 215 26.95 25.83 5.6 23.164 0.209gpm/ft2 129.17ft2 Sprinkler 216 24.16 21.00 5.6 18.606 0.230gpm/ft2 105.00ft2 Sprinkler 217 24.39 21.00 5.6 18.975 0.232gpm/ft2 105.00ft2 Sprinkler 218 25.20 21.00 5.6 20.243 0.240gpm/ft2 105.00ft2 Sprinkler 219 25.39 22.08 5.6 20.558 0.230gpm/ft2 110.42ft' Sprinkler 220 25.54 22.08 5.6 20.796 0.231gpm/ft2 110.42ft2 Sprinkler 221 26.02 21.67 5.6 21.595 0.240gpm/ft2 108.33ft2 Sprinkler 222 28.66 25.96 5.6 26.192 0.221gpm/ft2 129.79ft2 Sprinkler 223 25.12 20.86 5.6 20.124 0.241gpm/ft2 104.32ft2 Sprinkler 224 25.28 20.86 5.6 20.378 0.242gpm/ft2 104.32ft2 Sprinkler 225 25.81 20.86 5.6 21.250 0.247gpm/ft2 104.32ft2 Sprinkler 229 26.56 20.86 5.6 22.498 0.255gpm/ft2 104.32ft2 Sprinkler 231 28.63 22.56 5.6 26.133 0.254gpm/ft2 112.78ft2 Sprinkler 232 29.20 22.56 5.6 27.191 0.259gpm/ft2 112.78ft2 Sprinkler 235 29.23 22.56 5.6 27.253 0.259gpm/ft2 112.78ft2 Sprinkler 240 29.75 22.56 5.6 28.227 0.264gpm/ft2 112.78ft2 Sprinkler 242 31.62 24.77 5.6 31.891 0.255gpm/ft2 123.85ft2 Sprinkler 243 31.64 24.77 5.6 31.927 0.255gpm/ft2 123.85ft2 c> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1/3/2019 12:59:18PM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) d Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 206 18-9'/2 5.6 24.17 11/2 (See Notes) 9-8 100 18.623 Route 1 Sprinkler P 0.022764 0.017 207 18-9 ( 24.17 1.7280 9-8 0.220 207 18-9 5.6 24.32 1%(See9-7'/2 Notes) 100 18.861 Sprinkler 0.082548 0.017 208 18-8% 48.49 1.7280 9-7% 0.795 208 18-8% 5.6 24.84 1% (See Notes) 9-7 100 19.674 Sprinkler 0.177429 0.017 209 18-8 73.33 1.7280 9-7 1.702 209 18-8 5.6 25.90 11/2 (See Notes) 9-7Y2 100 21.392 Sprinkler 0.310502 0.017 210 18-7'/2 99.23 1.7280 9-7% 2.991 210 18-7% 5.6 27.66 1% (See Notes) 1-0 100 24.401 Sprinkler, P0(8-0) 8-0 0.489369 0.002 2017 18-71/2 1. 126.89 1.7280 9 0 4.397 2017 18-7'/2 396.15 + 3 11-10 100 28.799 Flow (q) from Route 2 and 11 0.303413 0.009 2018 18-7 552.79 3.3340 11-10 3.590 2018 18-7 31.62 + 31.64 3 (See Notes) 95-6'/2 100 32.399 Flow (q) from Route 12 and 13 fT(13-0) 13-0 0.370762 0.074 2019 18-5 -. 616.06 3.3340 108-6% 40.245 2019 18-5 4 (See Notes) 175-11'% 100 72.718 7E(6-9%), fT(16-0), DPV(21-0), BV(12-0), PO(20-0) 116-6'/2 0.106178 6.852 6 2-7% 616.06 4.3100 292 6 31.059 6 2-7% 6 1-6 120 110.629 0.011419 5 2-7% 616.06 6.3570 1-6 0.017 5 2-7% 6 (See Notes) 1-11% 120 110.646 BOR 0.011419 4 2-7'% 616.06 6.3570 1-11% 0.022 4 2-7% 6 (See Notes) 3-0 120 110.669 BFP(-2.340) 0.011419 3 2-7% j 616.06 6.3570 3-0 2.374 L© © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 1/3/2019 12:59:37PM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) ! �.- Total Flow (Q) Actual ID Total (Foot) (psi) Friction(Pf) 3 2-7'/2 6 (See Notes) 1-11 150 113.043 LtE(17-1) 17-1 0.007557 0.831 2 0-8% 616.06 6.3570 19-0 0.144 2 0-81/2 8 (See Notes) 88-9 140 114.017 44-11/2 2.041 1000 -4-0 616.06 8.3900 132-10'/2 0.002223 0.295 E(30-6'/2), PIV(6-91/2), GV(6-9'/2), S 250.00 116.354 Hose Allowance At Source Total(Pt) Route 1 1000 866.06 215 18 8 5.6 26.95 1 (See Notes 1-1 100 23.164 Route 2 Sprinkler, P0(3-7) 3-7 0.316637 0.002 2023 18-8 ,:.. 26.95 1.0490 4 7/2 1.468 2023 18-8 176.52 + ,I, �L 3 (See Notes) 19-91/2 100 24.634 Flow (q) from Route 3 and 5 E(5-0), fT(13-0) 18-0 0.086449 0.018 2024 18-71/2 280.43 3.3340 37-91/2 3.267 2024 18-71/2 115.72 3 5-4 100 27.919 Flow (q) from Route 4 0.163808 0.004 2017 18-71/2 396.15 3.3340 5-4 0.876 28.799 Total(Pt) Route 2 216 17 0 5.6 24.16 1'/2 (See Notes 15-0 100 18.606 Route 3 Sprinkler 0.022745 0.027 217 16-11 24.16 1.7280 15-0 0.341 217 16-11 5.6 24.39 11/2 (See Notes) 15-0 100 18.975 Sprinkler 0.082745 0.027 218 16-101/2 48.55 1.7280 15-0 1.241 218 16-10% 5.6 25.20 11 (See Notes) 12-7 100 20.243 Sprinkler, 3LtE(2-0), P0(8-0) 14-0 0.179311 -0.790 2025 18-81 73.75 1.7280 26-7 4 767 2025 18-81/2 3 1-0 100 24.220 0.007305 0.001 2026 18-81/2 73.75 3.3340 1-0 0.007 © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 1/3/2019 12:59:37PM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) I_ Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2026 18-8'h 76.22 + 26.56 3 10-91/2 100 24.228 Flow (q) from Route 6 and 7 0.036718 0.010 2023 18-8 176.52 3.3340 10-91/2 0.397 24.634 Total(Pt) Route 3 222 18 8 5.6 28.66 1 (See Notes) 1-0 100 26.192 Route 4 Sprinkler, P0(3-7) 3-7 0.354749 0.002 2027 18-7% -- 28.66 1.0490 4-61A 1.614 2027 18-71/2 57.83 + 29.23 3 6-3% 100 27.808 Flow (q) from Route 8 and 10 0.016812 0.005 2024 18-7% r --- -. - I . 115.72 3.3340 6-31/2 0.106 27.919 Total(Pt) Route 4 219 18-9% 5.6 25.39 1% (See Notes) 8-101/2 100 20.558 Route 5 Sprinkler 0.024944 0.016 220 18-9 25.39 1.7280 8-101/2 0.221 220 18-9 5.6 25.54 1% (See Notes) 8-8 100 20.796 Sprinkler 0.090402 0.016 221 18-81/2 50.93 1.7280 8-8 0.783 221 18-8% 5.6 26.02 1% (See Notes) 7-7 100 21.595 Sprinkler, P0(8-0) 8-0 0.194002 0.014 2023 18-8 ? . 76.95 1.7280 15-7 3.025 24.634 Total(Pt) Route 5 223 18-91/2 5.6 25.12 1'/2 (See Notes) 9-8 100 20.124 Route 6 Sprinkler 0.024456 0.017 224 18-9 25.12 1.7280 9-8 0.236 224 18-9 5.6 25.28 1% (See Notes) 9-7'% 100 20.378 Sprinkler 0.088676 0.017 225 18-8'/2 50.40 1.7280 9-7'/2 0.855 225 18-8'1 5.6 25.81 1% (See Notes) 7-61/2 100 21.250 Sprinkler, P0(8-0) 8-0 0.190581 0.014 2026 18-8% 76.22 1.7280 15-6% 2.964 24.228 Total(Pt) Route 6 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 1/3/2019 12:59:37PM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 229 18-8% 5.6 26.56 1 (See Notes) 2-0'/2 100 22.498 Route 7 Sprinkler, p P0(3-7) 3-7 0.308201 0.004 2026 18-8% 26.56 1.0490 5-7 1.727 24.228 Total(Pt) Route 7 231 18-8 5.6 28.63 1 (See Notes) 1-0 100 26.133 Route 8 Sprinkler, P0(3-7) 3-7 0.354000 0.001 2033 18-8 28.63 1.0490 4-6 1.610 2033 18-8 29.20 3 11-7% 100 27.744 Flow (q) from Route 9 0.004659 0.009 2027 18-7% ' 57.83 3.3340 11-7% 0.054 27.808 Total(Pt) Route 8 232 18-8% 5.6 29.20 1% (See Notes) 8-8 100 27.191 Route 9 Sprinkler, P0(8-0) 8-0 0.032307 0.015 2033 18-8 29.20 1.7280 16-8 0.538 27.744 Total(Pt) Route 9 235 18-8 5.6 29.23 11/2 (See8-8 Notes) 100 27.253 Route 10 Sprinkler, p P0(8-0) 8-0 0.032375 0.015 2027 18-7% 29.23 1.7280 16-8 0.539 27.808 Total(Pt) Route 10 240 18-8 5.6 29.75 1'/2 (See Notes) 8-8 100 28.227 Route 11 Sprinkler, P0(8-0) 8-0 0.033443 0.016 2017 18-7'/2 29.75 1.7280 16-8 0.557 28.799 Total(Pt) Route 11 242 18-7'/2 5.6 31.62 1'/2 (See Notes) 5-3'% 100 31.891 Route 12 Sprinkler, P0(8-0) 8-0 0.037441 0.010 2018 18 7 31.62 1.7280 13-31/2 0.498 32.399 Total(Pt) Route 12 243 18-7'h 5.6 31.64 1% (See4-4'/2 Notes) 100 31.927 Route 13 Sprinkler, p P0(8-0) 8-0 0.037480 0.008 2018 18-7 __..__. __..._ 31.64 1.7280 12-4% 0.464 32.399 Total(Pt) Route 13 [�± © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 1/3/2019 12:59:37PM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 4 - Level 2 Parking Date: 1/3/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg 9 Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22Y2° Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE f fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/4° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 4 - Level 2 Parking 1/3/2019 12:59:37PM Page 8 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.10_Level 1 Overall Design Remote Area Number: 5 - Level 1 Parking Remote Area Location: Sheet FP2.10 Occupancy Classification: Ordinary Group 2 - Parking Commodity Classification: Parking Density: 0.200gpm/ft2 Area of Application: 1950.00ft2 (Actual 2006.66ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 19 Calculation Date: 1/3/2019 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 786.83 @ 129.048 Type of System: Dry Volume of Dry or PreAction System: 585.56ga1 Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: 155.007 ( ,© M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.2.9.0 5 - Level 1 1/3/2019 7:11:24AM Page 1 Hydraulic Graph o z Job Name: STERLING SOUTHCENTER Date: 1/3/2019 Remote Area Number: 5 - Level 1 Parking d CDO A WOO Q. Z Cti w" W Ell N - - - - - O O - O O 00 O O O O O co - - - - - N. 536.83 @ 129.048 786.831 with Hose Allowance at Source I I IN. I Static Pressure 150.000 786.83 @ 175.000 ISI System demand curve II O O N O co O O N O pd - ainssaJd co O O V N 11 O) M 7:11:25AM N E co Q O 0) LL O ti 0 0 N O O 0 M 0 N N Cr AutoSPRINK 2018 v14.2.9.0 �i,; © M.E.P.CAD, Inc. inSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group 2 - Parking (5 - Level 1 Parkin Device Actual Flow (gpm) 27.14 Minimum Flow (gpm) 24.22 K -Factor (K) 5.6 Pressure (psi) 23.482 Density (gpmpft2) 0.223gpm/ft2 Coverage (Foot) 121.50ft2 Sprinkler 101 Sprinkler 102 27.37 24.22 5.6 23.887 0.225gpm/ft2 121.50ft2 Sprinkler 103 28.16 24.22 5.6 25.295 0.232gpm/ft2 121.50ft2 Sprinkler 104 29.74 24.30 5.6 28.198 0.245gpm/ft2 121.50ft2 b Sprinkler 105 26.00 26.00 5.6 21.556 0.200gpm/ft2 130.00ft2 Sprinkler 106 26.92 22.04 5.6 23.111 0.244gpm/ft2 110.21ft2 Sprinkler 107 27.46 25.88 5.6 24.042 0.212gpm/ft2 129.38ft2 Sprinkler 108 29.05 25.88 5.6 26.904 0.225gpm/ft2 129.38112 Sprinkler 109 26.40 26.00 5.6 22.217 0.203gpm/ft2 130.00ft2 Sprinkler 110 27.75 25.88 5.6 24.558 0.215gpm/ft2 129.38ft2 Sprinkler 111 28.89 25.88 5.6 26.614 0.223gpm/ft2 129.38ft2 Sprinkler 112 30.65 23.96 5.6 29.954 0.256gpm/ft2 119.79ft2 Sprinkler 113 27.20 25.65 5.6 23.584 0.212gpm/ft2 128.25ft2 Sprinkler 114 27.43 25.65 5.6 23.991 0.214gpm/ft2 128.25ft2 Sprinkler 115 28.23 25.65 5.6 25.405 0.220gpm/ft2 128.25ft2 Sprinkler 116 29.80 25.65 5.6 28.319 0.232gpm/ft2 128.25ft2 Sprinkler 122 26.35 18.00 5.6 22.139 0.293gpm/ft2 90.00ft2 Sprinkler 130 31.09 13.42 5.6 30.818 0.463gpm/ft2 67.08ft2 Sprinkler 131 31.22 13.42 5.6 31.086 0.465gpm/ft2 67.08ft2 c;D Most Demanding Sprinkler Data [�±, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1/3/2019 7:11:31 AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 105 7-9 5.6 26.00 1 (See Notes) 2-6 100 21.556 Route 1 Sprinkler, 2E(1-5) 2-10 0.296253 -0.380 1011 8-7'% 26.00 1.0490 5-4 '/2 1.587 1011 8-7% 1% (See Notes) 10-8 100 22.763 LtE(2-0) 2-0 0.026062 0.018 106 8-7 26.00 1.7280 12-8 0.330 106 8-7 5.6 26.92 1'/2 (See9-5 Notes) 100 23.111 Sprinkler 0.097054 0.017 107 8-61,4 52.92 1.7280 9-5 0.914 107 8-6% 5.6 27.46 1'h (See Notes) 13-6 100 24.042 Sprinkler 0.210290 0.024 108 8-6 , 80.38 1.7280 13-6 2.838 108 8-6 5.6 29.05 1'/2 (See6-7'/2 Notes) 100 26.904 Sprinkler, P0(8-0) 8-0 0.372112 0.012 1003 8-5'/2. (. ' 109.43 1.7280 14-7'% 5.436 1003 8-51/2 225.06 + ',el n 3 9-6% 100 32.352 Flow (q) from Route 3 and 6 0.164302 -0.009 1004 8-6 - 396.80 3.3340 9-6% 1.569 1004 8 6 140.03 3 (See Notes) 213-6'% 100 33.912 Flow (q) from Route 2 2E(5-0), fT(16 0), E(6-91/2) 32-9'% 0.287405 -0.047 1005 8-7 l 536.83 3.3340 246 4 70.793 1005 8-7 4 (See Notes) 83-8 100 104.658 3E(6-9'/2), fT(16-0), DPV(21-0), BV(12-0), PO(20-0) 89-41/2 0.082306 2.587 5 2-7% 536.83 4.3100 173 0'/2 14.244 5 2-7'/2 6 (See Notes) 1-111/2 120 121.489 BOR 0.008851 4 2-7% _ 536.83 6.3570 1-11% 0.017 4 2-7'/2 6 (See Notes) 3-0 120 121.506 2BFP(-2.101) 0.008851 3 2-7% 536.83 6.3570 3-0 4.229 3 2-7'/2 6 (See Notes) 1-11 150 125.736 2LtE(17-1) 34-2 0.005858 0.831 2 0-8'/2 I 1 536.83 6.3570 36-1 0.211 © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 1/3/2019 7:11:33AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 2 0-8'/ 8 (See Notes) 88-9 140 126.778 44-1% 2.041 1000 -4-0 536.83 8.3900 132-10% 0.001723 0.229 E(30-61/2), PIV(6-9%), GV(6-91/2), S 250.00 129.048 Hose Allowance At Source Total(Pt) Route 1 1000 786.83 109 7-9 5.6 26.40 1 (See Notes) 2-6% 100 22.217 Route 2 Sprinkler, 2E(1-5) 2-10 0.304650 -0.392 1012 8-8 26.40 1.0490 5-4% 1.640 1012 8-8 1'/ (See Notes) 1-5'/ 100 23.466 T(8-0) 8-0 0.026800 0.003 1013 8-8 26.40 1.7280 9-5'% 0.253 1013 8-8 26.35 1'/2 11-10 120 23.722 Flow (q) from Route 5 0.068841 0.021 110 8-7 52.74 1.7280 11-10 0.814 110 8-7 5.6 27.75 1'/ (See Notes) 13-6 120 24.558 Sprinkler 0.150487 0.024 111 8-6'/z - 80.50 1.7280 13-6 2.032 111 8-6'/z 5.6 28.89 1'/ (See Notes) 12-6 120 26.614 Sprinkler 0.265396 0.023 112 8-6 109.39 1.7280 12-6 3.317 112 8-6 5.6 30.65 1' (See Notes) 1-5 120 29.954 Sprinkler, P0(8-0) 8-0 0.419134 0.003 1004 8-6 140.03 1.7280 9-5 3.955 33.912 Total(Pt) Route 2 113 8-7'/z 5.6 27.20 1'/z (See Notes) 13-6 100 23.584 Route 3 S rinkler p 0.028322 0.024 114 8-6% 27.20 1.7280 13-6 0.382 114 8-6'% 5.6 27.43 1% (See Notes) 13-6 100 23.991 Sprinkler 0.102913 0.024 115 8-6 54.62 1.7280 13-6 1.389 © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 1/3/2019 7:11:33AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 115 8-6 5.6 28.23 11/2 (See Notes) 13-0 100 25.405 Sprinkler 0.222406 0.023 116 8-5% 82.85 1.7280 13-0 2.891 116 8-5% 5.6 29.80 11/2 (See Notes) 0-101/2 100 28.319 Sprinkler, PO(8-0) 8-0 0.392657 0.002 1002 8-5'/2 112.65 1.7280 810'/2 3.493 1002 8-5% 112.41 3 9-6 100 31.814 Flow (q) from Route 4 0.057550 -0.008 1003 8-5% 225.06 3.3340 9-6 0.547 32.352 Total(Pt) Route 3 101 8 7 5.6 27.14 1% (See Notes ) 13-6 100 23.482 Route 4 Sprinkler 0.028208 0.024 102 8-61/2 -- l i 27.14 1.7280 13-6 0.381 102 8-61/2 5.6 27.37 114 (See Notes) 13-6 100 23.887 Sprinkler 0.102499 0.024 103 8-6 l 54.51 1.7280 13-6 1.384 103 8-6 5.6 28.16 1% (See Notes) 13-0 100 25.295 Sprinkler 0.221513 0.023 104 8-5 i 82.67 1.7280 13-0 2.880 104 8 5 5.6 29.74 1% (See0-101/2 Notes) 100 28.198 Sprinkler, P0(8-0) 8-0 0.391086 0.002 1001 8-5 _---- ___ 112.41 1.7280 8-10% 3.479 1001 8-5 3 9-0 100 31.678 0.015932 -0.008 1002 8-5% - 112.41 3.3340 9-0 0.143 31.814 Total(Pt) Route 4 122 7-9 5.6 26.35 1 (See Notes) 2-61/2 100 22.139 Route 5 Sprinkler, 2E(1-5) 2-10 0.303650 -0.397 1014 8-8 26.35 1.0490 5-5 1.639 1014 8-8 1'/2 (See Notes) 4-6 100 23.380 T(8-0) 8-0 0.026712 0.008 1013 8-8 26.35 1.7280 12-6 0.334 23.722 Total(Pt) Route 5 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 1/3/2019 7:11:33AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) I Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 130 8 6 5.6 31.09 1 /2 (See Notes 7-0'/2 100 30.818 Route 6 Sprinkler 0.036273 0.013 131 8-5% 31.09 1.7280 7-0'/2 0.255 131 8-5% 5.6 31.22 1% (See Notes) 1-71/2 100 31.086 Sprinkler, PO(8-0) 8-0 0.131291 0.003 1003 8-5% 62.31 1.7280 9-7 '/2 1.263 32.352 Total(Pt) Route 6 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 1/3/2019 7:11:33AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 5 - Level 1 Parking Date: 1/3/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter / 4.87 = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV Ba1V C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22%0 Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV Angle Valve BFP Backflow Preventer cplg Coupling DeIV Deluge Valve EE 45° Elbow f Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GIoV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In PO Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/<° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 5 - Level 1 Parking 1/3/2019 7:11:33AM Page 8 Hydraulic Calculations for Project Name: STERLING SOUTHCENTER Location: 415 BAKER BLVD, , TUKWILA, WA Drawing Name: 70040_FP2.10_Level 1 Overall Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In -rack Demand: Hose Streams: 6 - Level 1 Amenity Sheet FP2.10 Ordinary Group 2 - Amenity Tenant Amenity 0.200gpm/ft2 1500.00ft2 (Actual 1578.03ft2) 130.00ft2 Pendent 25 Calculation Date: 1/3/2019 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 816.45 @ 113.518 Type of System: Wet Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: Phone Number: Name of designer: 801 VALLEY AVENUE NW, SUITE D, PUYALLUP, WA 98371 253-840-9900 BRYAN JARAMILLO Authority Having Jurisdiction: TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A h�0 M.E.P.CAD, Inc. idAutoSPRINK 2018 v14.2.9.0 6 - Level 1 1/3/2019 9:22:16AM Page 1 Hydraulic Graph z Job Name: STERLING SOUTHCENTER Date: 1/3/2019 Remote Area Number: 6 - Level 1 Amenity r G1 CI -1O A o Q P Z Ca W tz Cl)co El" _ - _ _ 0 O - 0 O co- V O O O O O 00 - - - - 66.45 a0 113.518 \ 816.45 with Hose Allowance at Source N Static Pressure 150.000 816.45 • 175.000 System demand ci 111111111 111111111 111111 111 IIwIIIIII IIIIIIIII TTrrrrrr IIIIIIirri IlllIII 111111111 I!!III O 0 0 0 N 0 coO N.- .- a- isd - amssaad O CO O O 0 0 N O () pO N E 00 2 0 0) 0 1 O N O O O O N 9:22:32AM AutoSPRINK 2018 v14.2.9.0 k.,© M.E.P.CAD, Inc. ilSummary Of Outflowing Devices Job Number: 70040 Report Description: Ordinary Group 2 - Amenity (6 - Level 1 Amenity) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (qpmpft2) Coverage (Foot) ' Sprinkler 134 21.17 21.17 5.6 14.291 N/A N/A Sprinkler 135 21.32 21.17 5.6 14.496 N/A N/A Sprinkler 136 21.35 21.17 5.6 14.540 N/A N/A Sprinkler 138 21.53 21.17 5.6 14.778 N/A N/A Sprinkler 139 22.00 21.17 5.6 15.435 N/A N/A Sprinkler 140 22.04 21.17 5.6 15.491 N/A N/A Sprinkler 141 22.04 21.17 5.6 15.494 N/A N/A Sprinkler 142 22.22 21.17 5.6 15.742 N/A N/A Sprinkler 143 22.26 21.17 5.6 15.802 N/A N/A Sprinkler 144 22.41 21.17 5.6 16.017 N/A N/A Sprinkler 145 22.30 21.17 5.6 15.860 N/A N/A Sprinkler 146 22.59 21.17 5.6 16.275 N/A N/A Sprinkler 147 22.47 21.17 5.6 16.095 N/A N/A Sprinkler 148 22.49 21.17 5.6 16.133 N/A N/A Sprinkler 149 22.53 21.17 5.6 16.179 N/A N/A Sprinkler 150 22.66 21.17 5.6 16.371 N/A N/A Sprinkler 151 22.72 21.17 5.6 16.457 N/A N/A Sprinkler 152 23.05 21.17 5.6 16.938 N/A N/A Sprinkler 153 23.19 21.17 5.6 17.146 N/A N/A Sprinkler 154 23.29 21.17 5.6 17.301 N/A N/A Sprinkler 155 23.70 21.17 5.6 17.905 N/A N/A Sprinkler 156 23.85 21.17 5.6 18.134 N/A N/A Sprinkler 157 24.00 21.17 5.6 18.360 N/A N/A Sprinkler 158 24.61 21.17 5.6 19.309 N/A N/A Sprinkler 159 24.67 21.17 5.6 19.409 N/A N/A c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1/3/2019 9:23:13AM Page 3 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings &Length Devices Equiv. Length Foot (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 134 9-6 5.6 21.17 1 (See Notes) 1-8'/2 100 14.291 Route 1 Sprinkler, E(1-5), P0(3-7), fd(56-0) 61-0 0.202556 -0.217 1020 10-0 21.17 1.0490 62-8'/2 12.703 1020 10-0 21.32 1% 9-10 120 26.778 Flow (q) from Route 2 0.046150 1021 10-0 42.49 1.7280 9-10 0.454 1021 10-0 21.35 1'/2 (See Notes) 4-61/2 120 27.231 Flow (q) from Route 3 LtE(2-0), P0(8-0) 10-0 0.098017 0.650 1022 8-6 63.85 1.7280 14-61/2 1.426 1022 8-6 69.53 3 4-6 120 29.307 Flow (q) from Route 18 0.015602 1023 8-6 I I 133.37 3.3340 4-6 0.070 1023 8-6 155.27 3 7-6 120 29.378 Flow (q) from Route 4 0.065087 1024 8-6 288.65 3.3340 7-6 0.488 1024 8-6 156.98 3 7-3 120 29.866 Flow (q) from Route 7 0.145350 1025 8-6 445.63 3.3340 7-3 1.056 1025 8-6 71.54 3 7-9 120 30.922 Flow (q) from Route 21 0.191439 1026 8-6 517.17 3.3340 7-9 1.480 1026 8-6 49.28 3 (See Notes) 22-5 120 32.402 Flow (q) from Route 24 4E(5-0) 20-0 0.226546 -0.434 1027 9-6 566.45 3.3340 42 5 9.605 1027 9-6 4 (See Notes) 178-3'/2 120 41.573 2EE(4-0), 7E(6-9%) 55-7 0.064877 0.430 1028 8-6 566.45 4.3100 233-10% 15.173 1028 8-6 4 (See Notes) 3-101/2 120 57.176 2E(6-9%), 2f(-0.000), sCV(9-11), BV(12-0), PO(20-0) 55-6 0.064877 1.737 22 4-6 566.45 4.3100 59-4/2 3.852 22 4-6 4 (See Notes) 17-71/2 120 62.765 8E(6-91/2) 54-41/2 0.064877 -4.119 23 14-0 566.45 4.3100 72-0 4.672 bh © M.E.P.CAD, Inc. /q AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 4 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) i Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 23 14-0 4 1-6 120 63.319 0.064877 -0.650 24 15-6 566.45 4.3100 1-6 0.097 24 15-6 4 (See Notes) 44-31/2 120 62.766 8E(6-9%) 54-4 0.064877 -3.902 25 24-6 - 566.45 4.3100 98-7% 6.398 25 24-6 4 0-101/ 120 65.262 0.064877 -0.380 26 25-4'/2 566.45 4.3100 0-10% 0.057 26 25-41/2 4 (See Notes) 262-5 120 64.939 2fT(16-0), BV(12-0), 11E(6-91/2), 4EE(6-9/2) 145-11 0.064877 -2.510 9 31-2 , 566.45 4.3100 408 4 26 492 9 31-2 4 (See Notes) 11-21/2 120 88.920 E(6-9%) 6-9Y2 0.064877 8 31-2 °. 566.45 4.3100 18-0 1.169 8 31-2 6 (See Notes) 13-01/2 120 90.089 2E(12-7) 25-2 0.009776 0.497 7 30-0 566.45 6.3570 38-2 0.373 7 30-0 6 (See Notes) 110-0 120 90.959 10E(12-7), f(-0.000), 2BV(12-7), PO(37-8/2), BOR 188-7 0.009776 11.876 4 2-7% 566.45 6.3570 298 T/2 2 919 4 2-7% 6 (See Notes) 3-0 120 105.755 2BFP(-2.187) 0.009776 3 2-7% 566.45 6.3570 3-0 4.404 3 2-7% 6 (See Notes) 1-11 150 110.159 2LtE(17-1) 34-2 0.006470 0.831 2 0-81/2 566.45 6,3570 36-1 0.233 2 0-81A 8 (See Notes) 88-9 140 111.224 44-11/2 2.041 1000 4 0 566.45 8.3900 132-10% 0.001903 0.253 E(30-6'/2), PIV(6-9%), GV(6-9'/2), S 250.00 113.518 Hose Allowance At Source Total(Pt) Route 1 1000 I j 816.45 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 5 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 135 9-6 5.6 21.32 1 (See Notes) 1-8 100 14.496 Route 2 Sprinkler, 2E(1-5), fd(56-0) 58-10 0.205246 -0.217 1032 10-0 21.32 1.0490 60-6 12.418 1032 10-0 1% 6-2 120 26.698 0.012886 1020 10-0 21.32 1.7280 6-2 0.080 26.778 Total(Pt) Route 2 136 9-6 5.6 21.35 1 (See Notes) 1-81/2 100 14.540 Route 3 Sprinkler, E(1-5), P0(3-7), fd(56-0) 61-0 0.205820 -0.217 1021 10-0 21.35 1.0490 62-81/2 12.908 27.231 Total(Pt) Route 3 138 9-6 5.6 21.53 1 (See Notes) 0-0 120 14.778 Route 4 Sprinkler, P0(5-0), fd(56-0) 61-0 0.149114 -0.217 1033 10-0 21.53 1.0490 61-0 9 096 1033 10-0 22.00 1'/z 9-8% 120 23.657 Flow (q) from Route 5 0.048256 1034 10-0 { _ j l-. 43.53 1.7280 9-81/2 0.468 1034 10-0 22.04 11/2 8-0 120 24.125 Flow (q) from Route 6 0.102970 1035 10-0 65.57 1.7280 8-0 0.824 1035 10-0 22.41 1% (See Notes) 3-2'% 120 24.948 Flow (q) from Route 11 T(8-0) 8-0 0.177392 1036 10-0 1 `` 87.98 1.7280 11 -2'/2 1.991 1036 10-0 67.29 2 (See Notes) 1-6 120 26.939 Flow (q) from Route 10 P0(10-0) 10-0 0.155492 0.650 1023 8-6 155.27 2.2030 11-6 1.788 29.378 Total(Pt) Route 4 139 8-0 5.6 22.00 1 (See Notes) 0-0 120 15.435 Route 5 Sprinkler, E(2-0), fd(56-0) 58-0 0.155239 -0.867 1037 10-0 i . 22.00 1.0490 58-0 9.004 1037 10-0 1% 6-3 120 23.572 0.013656 1033 10-0 .: 22.00 1.7280 6-3 0.085 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 6 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PO and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 23.657 Total(Pt) Route 5 140 8-0 5.6 22.04 1 (See Notes) 0-0 120 15.491 Route 6 Sprinkler, P0(5-0), fd(56-0) 61-0 0.155754 -0.867 1034 10-0 22.04 1.0490 61-0 9.501 24.125 Total(Pt) Route 6 141 8-0 5.6 22.04 1 (See Notes) 0-0 120 15.494 Route 7 Sprinkler, P0(5-0), fd(56-0) 61-0 0.155787 -0.867 1038 10-0 22.04 1.0490 61-0 9.503 1038 10-0 22.22 1'/2 9-8% 120 24.130 Flow (q) from Route 8 0.049769 1039 10-0 I 44.26 1.7280 9-8% 0.482 1039 10-0 22.26 11/2 7-0 120 24.612 Flow (q) from Route 9 0.105756 1040 10-0 66.52 1.7280 7-0 0.740 1040 10-0 22.59 11/2 (See Notes) 3-21/2 120 25.353 Flow (q) from Route 15 T(8-0) 8-0 0.181641 1041 10-0 ' 89.11 1.7280 1121/2 2.038 1041 10-0 67.87 2 (See Notes) 1-6 120 27.391 Flow (q) from Route 13 P0(10-0) 10-0 0.158671 0.650 1024 8-6 ' 156.98 2.2030 11-6 1.825 29.866 Total(Pt) Route 7 142 8-0 5.6 22.22 1 (See Notes) 0-0 120 15.742 Route 8 Sprinkler, E(2-0), fd(56-0) 58-0 0.158086 -0.867 1042 10-0 L. _ _ 22.22 1.0490 58-0 9 169 1042 10-0 1'/2 6-3 120 24.043 0.013907 1038 10-0 22.22 1.7280 6-3 0.087 24.130 Total(Pt) Route 8 143 8-0 5.6 22.26 1 (See Notes) 0-0 120 15.802 Route 9 Sprinkler, P0(5-0), fd(56-0) 61-0 0.158646 -0.867 1039 10-0 1 22.26 1.0490 61-0 g 677 24.612 Total(Pt) Route 9 �{ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 7 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 145 9-6 5.6 22.30 1 (See Notes) 0-0 120 15.860 Route 10 Sprinkler, P0(5-0), fd(56-0) 61-0 0.159188 -0.217 1043 10-0 22.30 1.0490 61-0 g 710 1043 10-0 22.47 1'h 9-10 120 25.354 Flow (q) from Route 12 0.050829 1044 10-0 i II 44.77 1.7280 9-10 0.500 1044 10-0 22.53 11/2 (See Notes) 2-0'/2 120 25.854 Flow (q) from Route 14 T(8-0) 8-0 0.108036 1036 10-0 I 67.29 1.7280 10-0% 1.085 26.939 Total(Pt) Route 10 144 8-0 5.6 22.41 1 (See Notes) 0-0 120 16.017 Route 11 Sprinkler, P0(5-0), fd(56-0) 61-0 0.160639 -0.867 1035 10-0 R f; 22.41 1.0490 61-0 9 799 24.948 Total(Pt) Route 11 147 9-6 5.6 22.47 1 (See Notes) 0-0 120 16.095 Route 12 Sprinkler, E(2-0), fd(56-0) 58-0 0.161368 -0.217 1045 10-0 22.47 1.0490 58-0 9 359 1045 10-0 1'/2 8-2 120 25.238 0.014196 1043 10-0 r 22.47 1.7280 8-2 0.116 25.354 Total(Pt) Route 12 148 9-6 5.6 22.49 1 (See Notes) 0-0 120 16.133 Route 13 Sprinkler, PO(5-0), fd(56-0) 61-0 0.161716 -0.217 1046 10-0 22.49 1.0490 61-0 9.865 1046 10-0 22.66 1'/2 9-10 120 25.781 Flow (q) from Route 16 0.051636 1047 10-0 45.15 1.7280 9 10 0.508 1047 10-0 22.72 1'% (See Notes)8 2-0'/2 120 26.288 Flow (q) from Route 17 T(8-0) 0 0.109751 1041 10-0 i : 67.87 1.7280 10 0'/2 1.103 27.391 Total(Pt) Route 13 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 8 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 149 9-6 5.6 22.53 1 (See Notes) 0-0 120 16.179 Route 14 Sprinkler, P0(5-0), fd(56-0) 61-0 0.162149 -0.217 1044 10-0 22.53 1.0490 61-0 g 891 25.854 Total(Pt) Route 14 146 8-0 5.6 22.59 1 (See Notes) 0-0 120 16.275 Route 15 Sprinkler, P0(5-0), fd(56-0) 61-0 0.163032 -0.867 1040 10-0 22.59 1.0490 61-0 9 945 25.353 Total(Pt) Route 15 150 9-6 5.6 22.66 1 (See Notes) 0-0 120 16.371 Route 16 Sprinkler, E(2-0), fd(56-0) 58-0 0.163929 -0.217 1048 10-0 22.66 1.0490 58-0 g 508 1048 10-0 1% 8-2 120 25.663 0.014421 1046 10-0 22.66 1.7280 8-2 0.118 25.781 Total(Pt) Route 16 151 9-6 5.6 22.72 1 (See Notes) 0-0 120 16.457 Route 17 Sprinkler, P0(5-0), fd(56-0) 61-0 0.164722 -0.217 1047 10-0 22.72 1.0490 61-0 10.048 26.288 Total(Pt) Route 17 152 8-0 5.6 23.05 1 (See Notes) 0-0 120 16.938 Route 18 Sprinkler, P0(5-0), fd(56-0) 61-0 0.169165 -0.867 1049 10-0 - 23.05 1,0490 61-0 10.319 1049 10-0 23.19 1'/z 10-6'/: 120 26.390 Flow (q) from Route 19 0.053953 1050 10-0 46.24 1.7280 10-6'/2 0.568 1050 10-0 23.29 1% (See Notes) 4-81/2 120 26.957 Flow (q) from Route 20 LtE(2-0), P0(8-0) 10-0 0.114765 0.650 1051 8-6 69.53 1.7280 14-8'/2 1.690 1051 8-6 3 2-2 120 29.297 0.004675 1022 8-6 69.53 3.3340 2-2 0.010 29.307 Total(Pt) Route 18 © M.E.P.CAD, Inc. Id AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 9 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings &Length Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 153 8-0 5.6 23.19 1 (See Notes) 0-0 120 17.146 Route 19 Sprinkler, E(2-0), fd(56-0) 58-0 0.171088 -0.867 1052 10-0 23.19 1.0490 58-0 9 923 1052 10-0 1% 12-6 120 26.202 0.015051 1049 10-0 23.19 1.7280 12-6 0.188 26.390 Total(Pt) Route 19 154 8-0 5.6 23.29 1 (See Notes) 0-0 120 17.301 Route 20 Sprinkler, P0(5-0), fd(56-0) 61-0 0.172519 -0.867 1050 10-0 23.29 1.0490 61-0 10.524 26.957 Total(Pt) Route 20 155 8-0 5.6 23.70 1 (See Notes) 0-0 120 17.905 Route 21 Sprinkler, P0(5-0), fd(56-0) 61-0 0.178080 -0.867 1053 10-0 '. 23.70 1.0490 61-0 10.863 1053 10-0 23.85 1'/z 12-6% 120 27.900 Flow (q) from Route 22 0.056810 1054 10-0 '.: 47.54 1.7280 12-61/2 0.711 1054 10-0 24.00 1% (See Notes) 3-8% 120 28.612 Flow (q) from Route 23 LtE(2-0), PO(8-0) 10-0 0.120980 0.650 1025 8-6 € .,. 71.54 1.7280 13-8'/2 1.660 30.922 Total(Pt) Route 21 156 8-0 5.6 23.85 1 (See Notes) 0-0 120 18.134 Route 22 Sprinkler, E(2-0), fd(56-0) 58-0 0.180192 -0.867 1055 10-0 {[{.. L- 23.85 1.0490 58 0 10.451 1055 10-0 11/2 11-6 120 27.718 0.015852 1053 10-0 23.85 1.7280 11-6 0.182 27.900 Total(Pt) Route 22 157 8-0 5.6 24.00 1 (See Notes) 0-0 120 18.360 Route 23 Sprinkler, P0(5-0), fd(56-0) 61-0 0.182270 -0.867 1054 10-0 - 24.00 1.0490 61-0 11.118 28.612 Total(Pt) Route 23 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 10 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) ominal ID Fittin s & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) k Total Flow (Q) Actual ID Len'th v. 9 (Foot) Total (Foot) (psi) Friction(Pf) 158 9-6 5.6 24.61 1 (See Notes) 0-0 120 19.309 Route 24 Sprinkler, PO(5-0), fd(56-0) 61-0 0.190962 -0.217 1056 10-0 24.61 1.0490 61-0 11.649 1056 10-0 11/2 9-4 120 30.741 0.016799 1057 10-0 24.61 1.7280 9-4 0.157 1057 10-0 24.67 1% (See Notes) 2-6% 120 30.897 Flow (q) from Route 25 T(8-0) 8-0 0.060707 1058 10-0 49.28 1.7280 10-6% 0.640 1058 10-0 2 (See Notes) 1-6 120 31.538 P0(10-0) 10-0 0.018603 0.650 1026 8-6 49.28 2.2030 11-6 0.214 32.402 Total(Pt) Route 24 159 9-6 5.6 24.67 1 (See Notes) 0-0 120 19.409 Route 25 Sprinkler, P0(5-0), fd(56-0) 61-0 0.191882 -0.217 1057 10-0 3 =: 24.67 1.0490 61-0 11.705 30.897 Total(Pt) Route 25 © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 11 Job Name: STERLING SOUTHCENTER Remote Area Number: 6 - Level 1 Amenity Date: 1/3/2019 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ( = Factor \ Schedule 40 Steel Pipe Inside Diameter Actual Inside Diameter 4.87 T C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22%° Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE f fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b BV Cr DPV Eel fd fEE fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11W Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve �j,, © M.E.P.CAD, Inc.► AutoSPRINK 2018 v14.2.9.0 6 - Level 1 Amenity 1/3/2019 9:23:28AM Page 12 SITE PLAN 0 5 10 20 40 SCALE 1"=20'-0" SYMBOLS BUILDING CODE ANALYSIS SCOPE OF WORK 1 � \ 2.4; I 4.3 0 0 4.6 )--- i 7.2 fi PROPERTY LINE (A ' BAKER BLVD E 195-10 ! i-� ( G r .r \ . '�_i/\.�/ I J PROPERTY LINE ( A OUTLINE OF NEW CONSTRUCTION a6 j J 0 \ \ SPRINKLER CONT. RM. I 112 i 134 SF 1-0 FOW FIRE CONT. RM. 113 1 200 SF B t LOUTLINE OF NEW CONSTRUCTION STERLING SOUTH CENTER FF ELEV 2W-0" 5" KNOX LOCKING 30° STORZ DRY `STANDPIPE CONNECTION 5" KNOX LOCKING 30° STORZ �-COMBINED STANDPIPE CONNECTION 6" ALARM ELECTRIC BELL. VOLTAGE TBD. 8 FLANGE LOCATION DETAIL SCALE: 1/8"=1.-0" 1 OUTLINE OF !NEW CONSTRUCTION -OUTLINE OF NEW CONSTRUCTION PROPERTY LINE RED HAWK FIRE PROTECTION START POINT: RED HAWK TO START AT 8" FLANGE AT APPROXIMATELY 6" ABOVE SLAB INSIDE FrV. IY,/� PROPERTY LINE k 2.4 4.3 4.6 5.3 `' 5" (NOX LOCKING 30° /-ST RZ DRY STANDPIPE / CONNECTION �/� NEW FIRE HYDRANT / /ASSEMBLY r / 7.2 ANDOVER PARK EAST 5" KNOX LOCKING 30° STORZ COMBINED STANDPIPE CONNECTION 8 \ NEW 8" POST INDICATING `VAILVE AND TAMPER SWITCH BY OTHERS 6" ALARM ELECTRIC -BELL. VOLTAGE TBD. NEW 6" D.I. BY OTHERS NEW 8" D.I. BY OTHERS 75 L.F. • 0 N z 1- N x w 0 CsI 0 z w CA -4 RED -1- O D,„ 175 X -X TS X -X BB r X -X FF SWAY BRACING PIPE HANGER FLEXIBLE COUPLING RIGID COUPLING SCREWED CAP SCREWED PLUG HYDRAULIC NODE LINE PIPE DESIGNATION LABEL MAIN PIPE DESIGNATION LABEL GATE VALVE-N.R.S. (GV) OS&Y GATE VALVE (OS&Y) FLOW SWITCH (FS) ELECTRIC BELL WATER MOTOR GONG (WMG) CHECK VALVE FIRE DEPARTMENT CONNECTION (STANDARD) FIRE DEPARTMENT CONNECTION (FLUSH) FIRE DEPARTMENT CONNECTION (SIDEWALK) EXISTING FIRE HYDRANT NEW FIRE HYDRANT POST INDICATOR VALVE (PIV) THRUST BLOCK FLANGED CONNECTION GLOBE VALVE ANGLE VALVE EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING BY OTHERS NEW SPRINKLER PIPING BY RED HAWK FP CENTERLINE OF PIPE TO BOTTOM OF DECK CENTERLINE OF PIPE TO BOTTOM OF BEAM OR JOIST CENTERLINE OF PIPE ABOVE FINISHED FLOOR ABBREVIATIONS ATR q. CTS S FDC FOC FOW GALV IFOW MT O.C. POL RC SN SS TYP UNO RN DR DN UP THR ALL -THREAD ROD CENTERLINE CUT TO SUIT SOCK -IT FITTING FIRE DEPARTMENT CONNECTION FACE OF CONCRETE FACE OF WALL GALVANIZED INSIDE FACE OF WALL MECHANICAL TEE ON CENTER PIPE -O -LET REDUCING COUPLING GROOVED SHAPED NIPPLE STAINLESS STEEL TYPICAL UNLESS NOTED OTHERWISE RISER NIPPLE DROP PIPE DOWN PIPE UP THREAD UNDERGROUND NOTES STERLING SOUTH CENTER 1. Occupancy classification and use. 2. Building construction type. 3. Applicable Code(s). 4. Applicable Standard(s). 5. Number of stories. 6. Actual building height. 7. Building area in square feet. 8. Area of project in square feet. 9. Fire sprinklers. 10. Type of sprinkler system. 11. Fire Alarm. 12. Smoke control system. 13. Site class. 14. Seismic design category. 15. Occupancy category. 16. SDS 17. SD1 18. SS 19. S1 S-2,A-2/A3,B,R-2 VA, IA 2015 International Building Code NFPA 13 2013 7 98'-2" 233,628 SF 52,272 SF Yes Wet, Dry Yes Yes E D 0.865 0.858 1.442 0.536 RED HAWK FIRE PROTECTION, LLC. (RFP) WILL PROVIDE ONE WET COMBINED STANDPIPE SYSTEM (5 LEVELS), TWO DRY PIPE SPRINKLER SYSTEMS (2 LEVELS) AND ONE DRY STANDPIPE SYSTEM TO PROTECTTHE NEW STERLING BUILDING. RED HAWK TO START AT 8" FLANGE AT APPROXIMATELY 6" ABOVE SLAB INSIDE BUILDING. ALL AREAS PROTECTED BYA WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA 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 ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. DESIGN CRITERIA GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER NFPA#13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA#13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS HE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET r'tr- SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 '/" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6" PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. PROJECT HEAD COUNTh Symbol Sprinkler Legend Manufacturer SIN :K -Factor Type Size Resp. Finish Temp Escutcheon Quantity Globe GL5614 5.6 Upright 'h Quick Bronze 200°17 6 0 O O Globe GL4910' 4.9 Pendent 1/2 '.Quick White ",.-F .":;iteRe.c. Globe GL5601 5.6 Pendent '/z iQuick White '155`F Vi itL,sc. ; Globe GL5615 5.6 Upright 1/2 :Quick Bronze `,155°F n/a Globe GL5641 5.6 Sidewall 1 'Quick Chrome 155°F 12 -CHR. • Globe GL5614 5.6 Upright 1/2 ;Quick :Bronze ,155°F Ila GL5615' 5.6 Upright % :Quick Bronze '155°F ii-ilTE REC. GL5635 5.6 Pendent 1 ',Quick 'White '5°F White Conc. GL5601. 5.6 Pendent 'h ;Quick :Bronze 155°F n/a ® Globe Globe O Globe 2138 297 276 104 3 283 1 5 1. ALL UNDERGROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICENSED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER WAC 212-80. 2. PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 3. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE). 4. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. 5. ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA24 (LATEST EDITION). 6. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLYTESTEDAT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA24 (LATEST EDITION). 7. ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. - 4" - 490 GPM 6" - 880 GPM 8" - 1,560 GPM 10" -2,400 GPM 12" - 3,520 GPM 8. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. 0 Globe GL5615 5.6 Upright 1/2 Quick Bronze 155°F cl: Globe GL5626 5.6 Sidewall '/z Quick : Chrome 155°F 1-Pcs. Chrome - 18 4 Total = 3135 PER NFPA 13(2016), CITY OF TUKWILA WET SYSTEM (LEVELS 1 AND 2) ORDINARY HAZARD GP 2 DESIGN DENSITY: 0.20 GPM / 1500 SF NO REDUCTIONS ALLOWED WET SYSTEM (LEVELS 3 TO 7) ORDINARY HAZARD GP 1 DESIGN DENSITY: 0.15 GPM / 1500 SF NO REDUCTIONS ALLOWED DRY SYSTEM (PARKING AND OTHER UNCONDITIONED SPACES ON LEVELS 1 AND 2) ORDINARY HAZARD GP 2 DESIGN DENSITY: 0.20 GPM / 1500 SF NO REDUCTIONS ALLOWED , � sem.-rte,^cz Without Comments As Noted Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City '•,_ 3 as. ACCepta ce is subject to errors and R, . Y i, C.. r i::.s oris which c0 riot authorize violations of adopted ,,,a,,c?sc ;;dordinances. The res;.ons`:h lity' for the _� t resin totally lly with the i` fler. �:1a4/ ;i� ..c�a.�lii rests ti7Lau � a:jetions or revisions to these drawinos after tt ' ; date w'!I void this acceptance a+'0 v -iii require a resubmittal of revisal d-_•,vir..ys for subs z eot approval. Final acceatance is s,rb :Ct to field test and Inspection by The Tukwila Fire Pre ient or Bureau. Date: �- - 9 v -► 5 l FLOW TEST NFORMATION WATERFLOW INFORMATION HAS BEEN PROVIDED BY CITY OF TUKWILA PUBLIC WORK. FLOWS OBTAINED FROM SYSTEM MODEL OF UNDERGROUND SYSTEM STATIC PRESSURE 150 PSI RESIDUAL PRESSURE 20 PSI FLOWING : 8000 GPM LOCATION OF TEST : AT SITE ELEVATION OF TEST: SAME AS BASE OF RISER TLI:Q laLA ERE D-mt .'-`11 17:11T Plea e czq 20-6-575-1,-,07 and ) anis e;4..._." --s L = -F: a..a 96th Ji 1t3L ++,, DRAWING INDEX FP 0.10 FP 0.20 FP 1.00 FP 1.10 FP 2.10 FP 2.20 FP 2.30 FP 2.40 FP 2.50 FP 2.60 FP 2.70 FP 2.80 SITE, NOTES AND SYMBOLS RISER AND TYPICAL DETAILS STANDPIPE ISOMETRIC DETAIL STANDPIPE DETAILS LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 ROOF LEVEL VICINITY MAP Ac uta :r Baker Boulevar BakeTE�: i3�4�,n�cn,�ai Park. RED HAWK FIRE PROTECTION, LLC EtActe. X:pteele 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-433:0 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq - 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP 01/04/19 Explores d signature' Date 2/31I1 Approvals Required TUKWILA OWNER /ARCHITECT Revisions 1 - 11.01.18 REVISED PER BCE REVIEW Contract With: ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BLVD TUKWILA, WA Drawing Title SITE PLAN Key Plan Date: Job Number: Designer: Building Permit: January 03, 2019 70040 BRYAN JARAMILLO Drawing No. FP0.10 AS NOTED ON -FLOOR PLAN 2 AS NOTED ON �`�FLOOR PLAN RED HAWK FIRE PROTECTION, LLC RED a SPARE CABINET 6 2-3'h GALV 2-10 0-71 4 Bill of Material Item Qty. Size Description Manufacturer 1 1 4 Mod. 705 Butterfly Valve wl Built -In Tamper Switch Victaulic 2 1 4 Mod. VSR Water Flow Switch Potter 3 1 2 Mod. 2511A Test and Drain AGF 4 1 'h Water Guage Kit FPPI 5 1 4 Swing Check Valve FPPI FLOOR CONTROL DETAIL CROSS SECTION SCALE: 1/2"=1-0" Bill of Material Item Qty. Size Description Manufacturer 1 1 2% Mod. 705 Butterfly Valve wl Built -In Tamper Switch Victaulic 2 1 2% Mod. VSR Water Flow Switch Potter 3 1 1% Mod. 2511A Test and Drain AGF 4 1 '4 Water Guage tit FPPI 5 1 21 Swing Check Valve FPPI FLOOR CONTROL DETAIL CROSS SECTION SCALE: 1/2"=1'-0" Etf-er• VitAe 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382. WA CL# REDHAHF901QP 0-6 0-9 E 0-9 0-9 sigs 9 AS NOTED ON FLOOR PLAN tL 3 1 _ 4 FLOOR DRAIN BY OTHERS Bill of Material Item Qty.Size Size Description Manufacturer 1 1 8 x 6 Grooved Concentric Reducer wl Domestic Water Coating Anvil 2 1 6 Mod. 30x DCDA-II wl Butterfly Valve Ends and Build -in Tamper Switches Dednger 3 1 5 x 6 Storz Connection on 30° Bend and Knox Locking Cap FPPI 4 1 5 x 4 Storz Connection on 30° Bend and Knox Locking Cap FPPI 4 1 6 Electric Bell Voltage TBD Potter 5 1 6 Grooved Swing Check Valve FPPI 6 1 6 "Standpipe & Automatic Sprinkler" Escutcheon Plate Mod. Elkhart 7 1 6 "Dry Standpipe" Escutcheon Plate Elkhart 8 1 6 Mod. 705 Butterfly Valve wl Built -In Tamper Switch Victaulic 9 2 4 Mod. 705 Butterfly Valve wt Built -In Tamper Switch Victaulic 10 1 1 Ball Valve wl Nipple & Plug 11 1 6 Mod. VSR-F Water Flow Switch Potter 12 1 2 Mod. 2511A Test and Drain AGF 13 2 4 Mod. 768 Dry Pipe Valve G -G wl Trim Victaulic 14 2 Mod. PS -40 High -Low Pressure Alarm Switch Potter 15 2 Mod. PS -10 Pressure Alarm Switch Potter 16 1 12 Spare Head Box ARGCO 17 1 Tank Mounted Air Copmessor, Voltage and Size TBD Jenny 18 1 1 Threaded Ball Valve 19 1 Mod. AMD -1 Air Maintenance Device Tyco 20 1 6 Stainless Steel Grooved 90° Elbow for Domestic Service 21 1 Sprinkler Zone Map per City of Tukwila Requirements RISER DETAIL CROSS SECTION INSTALLING CONTRACTOR TO MAINTAIN A MINIMUM OR 2" ANNULAR CLEARANCE. Note: The follow is required painting by City (by others) Fire sprinkler systems with interior OS & Y valves shall have the sprinkler riser painted red (Safety Red-Rustoleum 117564 or Farwest Paint #253 (mandarin red) to the first "90 degree elbow" or "Tee" at the ceiling level A 6" white reflective stripe shall be installed around the circumference of the pipe 8 feet to 10 feet below the "elbow" or "Tee." Dry System Capacity: Level 1 Dry S Este: = 752 Gallons Level 2 Dry System = 718 Gallons FP0.20 SCALE: 1/2"=1'-0" FINISHED FLOOR Bill of Material Item Qty. Size Description Manufacturer 1 1 1% Angie Hose Valve FPPI 2 1 4 Surface Mounted Fire Hose Cabinet Labeled "FOR FIRE DEPT. USES ONLY". Potter 3 1 1% Fog Nozzle AGF 4 150' 13/4 Double Jacked Fire Hose �/ , 1 " ..6_,...,-1,1 Y -� (2)Hole wl h x 5 /, LaErico HOSE CABINET DETAIL F P0.20 SCALE: 1/2"=1'-0" Bill of Material Item Qty. Size Description Manufacturer 1 1 4 Mod. 705 Butterfly Valve w! Built-in Tamper Switch Victaulic 2 1 4 Mod. VSR Water Flow Switch Potter 3 1 2 Mod. 2511A Test and Drain AGF 4 1 1h Water Guage Kit �/ , 1 " ..6_,...,-1,1 Y -� (2)Hole wl h x 5 /, LaErico 5 1 4 Swing Check Valve FPPI FLOOR CONTROL DETAIL CROSS SECTION SCALE: 114"=1-0" %" BALL VALVE - •_ TYPICAL PIPE AIR OUTLET TO EXPRESS DRAIN STAIR "A" UNION Ys' AR RELEASE VALVE TO SPRINKLER SYSTEM FLOOR CONTROL VALVE 90° GROOVED ELBOW OUTLET DRAIN NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 1 • `4- / , . /' %, 01/04/19 Signature Date Approvals Required TUKWILA Revisions 1 -11.01.18 REVISED PER BCE REVIEW CORRIDOR TYPICAL AIR RELEASE VALVE DETAIL LOCATED IN STAIR A SCALE: 1 /2"=1'-0" 'z SD Oe. z 2" x 6" Erico - Multi Attachment (2) Hole wl % x Nut and Washer Wood Member = Brace BRACE '-a 5'/," x 7" Wood 2" x 6" Wood Member +' �+ / , ' 1 Pipe, Schedule 40 � MAIN =10' 0.C. SWAY BRACE Lateral Sway HSB-6 BRACE DETAIL CONCRETE VERTICAL AND WITHIN BIN. OF THE HANGER 1 Pipe, Schedule MAIN = 40' O.C. Brace 1%" LSB-4 BRACE 40 SWAY Pipe Size DETAIL u>� - 8" Minimum Concrete — • • `�� •' _ 2" x 6" Wood Member Erico - Universal Structural Attachment wl 'h x 0.3 Bol Nut and t, Washer 1 " 1 h CROSS 4›. 4`` .. \ Tolco Flg. 3000 Sway BRACE LONGITUDINAL SWAY Erico - Multi Attachment d -Universal Structural Attachment wl I ' t, Nut and h x 0-3 Bol Washer N. 4" CROSS � , � \ Erico - Quick Grip Brace 4" Pipe Size BRAC: LONGITUDINAL SWAY ! a <� 41 ° l z y ° •t. - r• ° < < �'' 8" Minimum Concrete -- • ' ' + 4 N ' - Universal 40 Attachmentrio 80' 0.;.. SWAY BRACE 4" Pipe Size DETAIL �/ , 1 " ..6_,...,-1,1 Y -� (2)Hole wl h x 5 /, LaErico • • • •4 „ 112 z 43(4" Anchor, I HILTI Kwik Bolt TZ (CS) Erico - Universal .` , Structural Attachment 1 Pipe, Schedule 40 0 3 Bolt -r , Erico `�� Structure �' 1 Pipe, Schedule g : Bolt i \. =£ Z % e� ! \ ! Bottom Flange of Steel --- ° I -Beam ! %x0-3 Bolt Nut and +• Washer Erico - Universal Structural Attachment 1 Pipe, Schedule 40 -`_ 4" CROSS MAIN - 40' O.C. SWAY BRACE �J t Erico - Quick Grip Lateral Sway Brace 4" Pipe Size p BRACE HSB-7 LATERIAL SWAY BRACE DETAIL 112 x 314" Anchor; / t- , HILTI Kwik Bolt TZ (CS) Erico •Universal Structural Attachment 1 Pipe, Schedule 40 4" CROSS MAIN = 21' O.C. SWAY BRACE 6" SUPPLY MAIN = 40' O.C. SWAY BRACE s`` •.��. Erico - Quick Grip Lateral Sway Brace 4" Pipe Size Erico - Quick Grip Lateral Sway Brace 6" Pipe Size BRACE HSB-1 AND HSB-2 LATERIAL SWAY BRACE DETAIL .. , ° '_� 318" ERICO MiN. STRUCTURE Y ATTACHMENT � E HANGER ( ) 318" ATR �-SWIVEL RING - \ TO BE BRACED LINE Erico - Universal Structural Attachment 1 Pipe, Schedule 40 4" CROSS MAIN = 80' O.C. SWAY BRACE ...... LONGITUDINAL 4" CROSS MAIN a Y�- l i 1 Erico - Universal Sway BRACE LSB-3 SWAY ��x _ ?` 4" CROSS MAIN = 80' O.C. SWAY BRACE 6" SUPPLY MAIN = 80' 0.C. SWAY BRACE �'. Erico - Universal Sway Brace 4" Pipe Size Erico - Universal Sway Brace 6" Pipe Size BRACE LSB-1 AND LSB-2 LONGITUDINAL SWAY BRACE DETAIL SURGE RESTRAINT � �'� PIPE : _ �•.° Erico - Universal Sway Brace 4" Pipe Size BRACE LSB-5 LONGITUDINAL SWAY BRACE DETAIL 1 NC) RESTRAINT REQUIRED ON RODS LESS THAN j 6 IN. LONG BETWEEN THE TOP OF PIPE AND POINT 'I OF ATTACHMENT TO STRUCTURE. 9.3.6.5 (PER NFPA13 SEC: 9.3.6.1(5)) RESTRAINT OF BRANCH PIPE TYPE CPVC CPVC HANGERCHART NOMINAL Pk -SIZE -6i) 314 1 1 114 1 112 2 2112 3 5-6 6-0 6-6 7-0 8-0 9-0 10-0 HANGER NOTES 1. ALL ARMORERS TO PENDANT SPRINKLER HEADS 12" OR GREATER SHALL BE SUPPORTED WITH A HANGER. 2. THE MAXIMUM LENGTH FROM THE END OF PIPE WITH A PENDANT SPRINKLER HEADS TO THE LAST HANGER SHALL BE 12". 3. HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 4. CPVC PIPING DROPS TO SPRINKLER HEADS TO BE VERTICAL RESTRAINED PER DETAIL. CPVC, STEEL - HANGER FIG. 510 MINIMUM 2x6 x 6" LONG FILLER BLOCK, ATTACHED I TIGHT TO TOP FLANGE" FIG. 510 HANGER--\ FOUR #10x1V' SHEET METAL SCREWS `- PIPE Fal U -HOOK Hanger No. 01W PIPE . _.._-ROD i '.'f.. F _ -"/K • 318X2LAG SCREW FOUR #10 x114" SHEET wood ,last or eeam METAL SCREWS LEGS OF U -HOOK TO BE BENT OUT 30° PER NFPA #13 (2016) 9.3.5.MAXIMUM LENGTH "A" IS 12" CPVC, STEEL - HANGER FIG. 511 FIG. 511 HANGER • • FOUR #10 x 11h" SHEET-,.� METAL SCREWS 2" PIPE,U af r ITTE CPVC, STEEL - HANGER FIG. 513 FOUR #10 x 1'h" SHEET FIG. 513 METAL SCREWS . HANGER- \ U -HOOK Hanger No. 01W PIPE 3/8 X 2 LAG SCREW Wood Jest or Beam FOUR #10 x VA" SHEET METAL . SCREWS INSTALLED FROM THE BACKSIDE - LEGS OF U -HOOK TO BE BENT OUT 30° PER NFPA #13 (2016) 9.3.5.MAXIMUM LENGTH "A" IS 12" MINIMUM 2x6 x 6" LONG FILLER BLOCK, ATTACHED TIGHT TO TOP FLANGE. U -HOOK Hanger No. 01W 3/8 X 2 LAG SCREW / y LEVEL'7.2 6"JOLST LEVEL 6 TO 3 - 5'/°""X 7" BEAM / / /.,. /_f' / /,_. / / �' / /'l ' / . --ROD PIPE TYPICAL HANGER FOR MAINS LEVEL 3 TO 7 LEGS OF U -HOOK TO BE BENT OUT 30° PER NFPA#13 (2016) 9.3.5.MAXIMUM LENGTH "A" IS 12" CPVC, STEEL - HANGER FIG. 514 MINIMUM 2x6 x 6" LONG FILLER BLOCK, ATTACHED TIGHT TO TOP` ``. FIG. 514 -\ f`' '; ,��T �--- FLANGE. HANGER \ j V" i PIPE FOUR #10 x 1'h" SHEET METAL SCREWS HANGER NO. 04W AFCON 551 SIDE BEAM BRACKET WOOD JOIST OR BEAM ATR - PIPE RING---.. -7)-L 112 X 3 LAG BOLT ' / • \./- PIPE Note on Plan: Hanger Number and "A" Dimension CPVC VERTICAL RESTRAINT DETAIL 11-7/8" TJI JOIST r 1 / Fig. 514 Hanger ,' See Detail CL PIPE - Fig. 514 Hanger See Detail HANGER NO'04W AFCON 551 SIDE BEAM BRACKET "TJI" JOIST r ATR - PIPE RING 112 X 2'h LAG BOLT PIPE TWO #10 x 114" SHEET METAL SCREWS Note on Plan: Hanger Number and "A" Dimension HANGER NO. 14W g SAMMYSCREW AND ROD "TJI" JOIST i w= . SAMMY SCREW 3/8" ATR SWIVEL RING = , - IPE A (2" AX-) Note on Plan: Hanger Number and 'A' Dimension HANGER NO. 15W SIDE SAMMY SCREW SIDE SAMMY SCREW ------ 318 ATR - RING HANGER - PIPE Note on Plan. Hanger Number and 'A' Dimension HANGER NO. 05C Hilti'318" HDI -IS TZ , (Drilled) '--• / / ,4 1 Rounded to a Nearest W' 3!4" Concrete Construction 318" Rod All Thread Bottom of Concrete to #Pipe Center Line of Pipe Swivel Ring ,yr�3�4, t Note on Plan' Hanger Number and 'A' Dimension HANGER NO. 07C HILTI Kwik Bolt HILT! Kwik Bolt TZ -Drilled Anchor .- Rod Coupling All Thread-. RoundeCut Rod d toLgth Nearest Inch Swivel Ring ,, Concrete Construction Rod - PipeBottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension Contract With: ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BLVD TUKWILA, WA Drawing Title RISER DETAILS Key Plan Date: Job Number: Designer: Building Permit: January 03, 2019 70040 BRYAN JARAMILLO Drawing No. FP 0.20 0 op _ . . .s _ .cz : _.v -- p pQ—� � QjQQ�.V.��JVp4OC) e. -t: Z:t ¢I<c:::;‹ ` \ 1 \ �a aQ ••2•O LOOKING STANDPIPE ISOMETRIC VIEW QED HAWK FIRE PROTECTION, LLC fa-etd. 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAx (800) 591-4382 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP , — 11 /26/18 Signature Date Approvals Required OWNER / ARCHITECT Revisions 1 - 11.01.18 REVISED PER BCE REVIEW Contract With: ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BOULEVARD Drawing Title STANDPIPE ISOMETRIC Key Plan Date: November 10, 2018 Job Number: 70040 Designer: BRYAN JARAMILLO Building Permit: Drawing No. -RED HAWK FIRE PROTECTION; LLC -_ _ _ - - __ -_ _ _ - TO ROOF 96-0" - TO PLATE - - - 96-1O" VitAtre 801 VALLEY AVE NW, SUITE D - PUYALLUP, WA 98371 PHONE (253) 840-9900 FAx (800) 591-4382 _ WA CL# REDHAHF901 QP LEVEL 7 - 87-a - - - - LEVEL 7 - = 67-6' LEVEL 7 - - 87-6' LEVEL 6 = LEVE;; 6 - NICETStamp _ e FPO 20 c FP020 1 WASHINGTON STATE - - _ CERTIFICATE OF COMPETENCY - FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq - 1925-0518-C - Level 3 - Red Hawk Fire Protection, LLC REDHAWHF901QP - I, Y 1,1- -- - -i %/..r 11/26/18 Signature " I - Date i — a - LEVEL 5 - bis-�• Approvals Required - TU KW I LA B FPO 20 Revisions - - _ - 1 - 11 01 18 REVISED PER BCE REVIEW _ LEVEL 4 �3 LEVEL 4 0-9'/2 FPO 20 I Fl/EL LEVEL 3 = 6-3% - Contract With - ALLIANCE REALTY -- PARTNERS, LLC; 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 -- _ _ PROJ MGR DEAN HUNTER _ _ Phone 206-794-0044 - - - Fax 206-569-9780 = - LEVEL 2 _LE\'EL2- - 39-0 - - Contract Name - STERLING SOUTHCENTER_ - 415 BAKER BLVD TUKWILA, WA w i,. +db. �s.vr•8".°'e 3 $ ��.p�:9 ra LEVEL 1 - 28` - iEVEL1 - 28'-0" LEVEL - Drawing Title - - -- FIRE SPRINKLER_-_-_ - STANDPIPES - �n1 STAIR B CROSS SECTION (LOOKING NORTH) s� STAIR B CROSS SECTION (LOOKING EAST) _ SCALE 1/4"=1-0" - - STAIR A CROSS SECTION (LOOKING EAST) FP1.10 = SCALE 1/4"=1'-0"_ r -E' STAIR C CROSS SECTION (LOOKING EAST) FP1.10 - SCALE 114"=1.-0" Key Plan - - Date Job Number Desic'ner November 17, 2018 70040 - - BRYAN JARAMILLO - = Budding Permit LEVEL 1 2C -G - - - STAIR A CROSS SECTION (LOOKING NORTH BOTTOM CF RES bALCUNY, I YP FC SOFFIT _j , - - 0-3 TSJ- FF, _ 7" - - GVVB DROOPED , SOFFIT T-J'AFF, TYP,04 ALL UNITS ITHIS LEVE19-3 FF _ VVB DROPPED , '1 / SOFFIT -7,`-rAPF, TYP 411,-ILUNITS THIS LeiEt1 , ' -ACF '- Gt'vB -4' Hydraulic Information Remote Area 3- Level 2 Amenity , OCCUPANCY CLASSIFICATION l Ordinary Group 2 - Amenity ; DENSITY (gpm/ft2) - I 0.20 for 1500.00ft2 (Actual 1528.12ft2) I TOTAL HOSE STREAMS i 250.00 1 i ; TOTAL HEADS FLOWING ; 23 I K -FACTOR - I 5.6 . i BASE of RISER (gpm) i 620.52 ; BASE of RISER (psi) 1124.838 - 1i SAFETY MARGIN (psi) 1+18.300 (10.5%) • ,„GWB 6-4AF1-11 _ • 11/2, T-11- 0-4 -6 ,2-1 2-21/2 1C GV1,13 8. FF 7-71/2 : _ 11/2 3-10 6-1 ____ 5-7 8-5 3-9 2-101-0 3-5 -11/2-- 'GAB' 6-154 AFF 11/2 -10 7-9 1-6 8-6' AFF 0? 2 HR RAT DENCLOSUREFOR MECHA I AL DUC VC/ORK - ,111 11 - (10-0, - - 5-1 r#AC:11g-Cr Ar -Tc: 4 1. -4t GWB 5'-1' AFF 1=77- 2017/ 17) 11/2 11/ 9-6 _ 9-8 0 fvf 0 Ir,ISULPION PINN D / TO L3/ CONC SLAB e-6' AFF 11/ 13-21/2 4CL.COL. 1\ 2-7 F- Ts1 7-6% FF, (4, 11/2 '0 1y 0 • ® 9-8 - 9-6 1*;- 7-9 9-8 -7 54-1-7 e 7-9 1 -10 - • 9_8 9-6 FC SOFFIT , • _ /\ 2018 - ' . A1/2 • - 10.3 - 4-11 co • - - a . , 7-10 = _ 9-8 - 11/2 \61-6 - 9-8 -C1-10 7-9 • 11/2 11/2 3-7 ' 1-3Y2 CL.COL. - L.) _ 9-8 7-9 4n 1-101/2 • 9_8 9-51/2 I . - CY Hydraulic Information Remote Area 4. Level 2 Parking OCCUPANCY CLASSIFICATION Ordinary Group 2 - Parking '0.20 for 1950.00ft2 (Actual 2280.75ft2) 250.00 DENSITY (gpmlft2) TOTAL HOSE STREAMS DRY CAPACITY ; 775.56ga1 TOTAL HEADS FLOWING 1 23 K -FACTOR 5.6 BASE of RISER (gpm) - ;616.06 BASE of RISER (psi) SAFETY MARGIN (psi) 110.669 +32.501 (18.6%) 1 •24-8 C.L.COL. ' , • • - 10-7 , -'11/3 - • - 11/2 - _ 10-5 _ 014 -_ 10-3 6 o -s •4-11 3-6 0 0 • O • - • P.? 9-8 _7-10_1-10 • ' - •-• ( \ 9-6 _ 9-8 I 7-9 N • 9-8 '1'40 11/2 2-0' TS 74, FFj-- 11/2 9-8 16 BOTTOM OF RES BALCONY, TYP ,2-7 9-8 7-9 1719-7\--9-8 11/ 9-6 - • _ 17-7 FFy ,..; 9-2' TO UNDERSIDE OF CONC - ACONC 9'-2' AFF RFC SOFFIT 1 10-7 • 3-6 ' 9-8 7 0 - an& S4i 7=f0 i-10'9-8 9-6 , , 9_8 CL.COL. _ 1% L • 7-9 9-8 _ 344 2-7 1 7-5172 11/2 11/2 7_8 • 9-8 t • 10-7 G • 10-7 - 1Z2 - 1% 44 11/2 042-9 - 2-3 =4-11 3-111/2 Zf- LINE • 10-5 - 11/2 9-8 - 0 0. -4: - - 0? \N;PA 3-1 • 2-10 1-10 • - 9-8 11 -,11,,s • - - • • rs, 4 s 9-6 - • - 9-8 `1-10 7)=-=‘; - 2-7'- 9-8 scA) im 0 0 7-9 9-8 9-6 A INSULATION PINNED T"' TO L3 CONC SLAB, 6-6' F I 11/ 9-71/2 7-9 1-10 • 9_8 11/ 9-6 _ 9-6 4.6 :1-71/2 TS - 17 -61/2 FFr F INSJLATION, TYR. _ _ • 10-3 1-0 (41 k 7-10 1-10- 9-8 0 0 1/2 ;2) _ 9-6 9-6 4-2 2 -OTS 7-5° F Q"? er. 0 v? 11/2 \;-•-.y/ . 13- ; -- i -ib 9-8 0 0 • 9-7 7-9 8:3 fr 4-.1-7Y2 BB FF • 9-7 9-6 0 0 _ 10-1 9-6 CL.COL. 4-0 5-9 1 4-41/2 11/2 11/ • 3-51/2 7-9 1 • 1-10-' 9-8 11/2 0 9-6 0 1-0 5.3 - INSULATION PINNED - TO L3 CONC SLAB, 8' -AFF - 8421/2 0) 11/2 11/2 8-10 STAIR C 1 9-0 3-2 Th 11/2 ( 5-10• "` 9-0 • 11 6-11 • 0 0-0 4-1 5-11 8-91 11/2 10-7 - 4-9 op 6-31/2 I '11/2 6-2 6-5% I \ 0-6 - 11/2 -,*"4- _ 10-7 95-51/2 24-8 CL.COL. 0 6-4 RESIDENTIAL P N •-€) - P200 -C) "O \ 11/2 -----G--N,------4-J 1.. -----c 2--;,..: 3-51/2 7-9 1-10' 4-2% - ' ' 2-1 `T ".; i..11%TS]22 TS] 7-5% FF(_ 11/2 0-6 1' 4 3 9 • .6 9-8 _ 16-11/2 0 C.L.COL. 7-10 1 -IC" 9-8 0 1 \)„0 6-0---- 3-44 - 31-11 - 9-7 c? (Iv , ILL r••• 9 -8 - \-1-10t CY 0-61/2 6-3 1Y 9-8 1R11A1D ENCLL E FOR MEC ANICAL DUCTWORK 1Y 9-6 I0) .<_9 4-10 10-7 ,Y • 10-5 10-7 • . 11/2 / 0-6 0 - - Y2 10-3 4-11 1-1 3-6 _ 9-8 c„41 " 7-5 FF!- 1% • 11/2 .C-) • 0:--4 10-3 \ 4-11 1 4 /Ps 1 I I 11/0 4 I ---'4' „ 21-0 „ _ • :gv? ru 9-6 4 • 0, 9 10 7-51/2 - 0 .„; 2-11/2 TS FF ;to .14) 11/2- • , • 7-9 - 5-41/2 11/2 Ica -51/2 7-9 -1 -107- 9-8 9-6 LL ° 207111/21-77.--E 9-8 - 6-6 - 8-8 0 -5-10 1,10 1111 LL - 1 mp : - I- (.4%7 p.i. 1-101/2 \- - 1,1• „ 0-41/2 ,...0 0.. 1" AUX. DRAIN' 4.v /9 at 4'4' AFF NCI' V V (FROM L2r-.., : N r _ 1-101/2 1/2 GARAGE E1<HAUST - DU TS PER = MECHANICAL 7-21/2 CL.COL. 1-111/2 T811\ _ _ 17-51/2 FF,-.? ir .1, N ‘ I % N -k11/2 (1?, 0t 10-3 - 4-11 -cp 4-0 10-5 FIRE SPRINKLER PLAN LEVEL 2 16 1% 0 • 9-8 3-2 1" AUX. DRAIN r,;'• +N-1- ,0? t° 1 1-101/2 AFF 1 MtiM t2 -FF -9"..6 1 -1u Nit, "1" AUX. DRAIN ;11/2 1-2 4,-•-c bi 11-2 .1% AUX. DRAIN • 1 1 1 1-0 0 1" AUX. DRAIN ---49- 1 - 0-51/2 • -_ _ 1/2 - _ 9-8 - _ 11/2 5-41/2 N. 3-51/2 '7-9 1Y 1-1 11/ 9-8 9-6 9 ; Sprinkler Legend Symbol Manufacturer SIN K-Factori Type [Size Response Finish Temperature Escutcheon Quantity Globe GL5615 . 56 Upright 1 % Quick Bronze 1155°F WHITE REC. 283: :0 Globe GL5601 5.6 Pendent; 1/2 White° 1155F , 2 -White Rec. 961 Globe GL5601 . 5.6 Pendent -r 1/2 _Quick Quick Bronze 1155°F n/a 2 Globe G L5635 i 5.6 Pendent' 1 Quick White '155°F White Conc. ' 1 , Ii t Total = 382 9-6 -2-01/2 TS ,---„_ FF 11/2 -11/„ -, 1 - ,.... 9-8 \ -1 -9- -I 3-5 7-9 L_..) \---1 4----&-N1/2 _. IT lc) 1Y I -4Th • 9-8 FITTER NOTES: 9-6 4--‘1=B -e-F-TeM-OF Rs BALCONY, TYP _ _ 1. SEE SHEET FP 0.200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH UNE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED - - - • IS CPVC SPRINKLER PIPING. 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL GROOVED COUPLINGS SHOWN THUS IMIM' T.: ARE FLEXIBLE COUPLINGS. 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O. 7. SPRINKLER HEADS IN ROOMS NOTED THUS 177/0 /4 ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA #13(2016) 23.4.4.7.2 8. HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING- -PER NFPA 13(2016) 9.- 3.5.5.11 SEE DETAIL ON SHEET FP 020. 9. ALL HANGERS FOR 1" TO 4" PIPING TO BE "05C" TYPE. 10. ALL HANGERS FOR r PIPING TO BE "07C" TYPE. RED HAWK FIRE PROTECTION, LLC Vitecutt 801 VALLEY AVE NW,. SUITE ID PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901CIP 4=1=11.,21-7. NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC THAWHF901QP f' ' Signature " 01/04/19 Data Approvals Required TUKWILA Revisions 1 - 11.01.18 REVISED PER BCE REVIEW 2 - 11.20.18 REVISED PER BCE SECOND REVIE Contrect With: ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BLVD TUKWILA, WA Drawing Title FIRE SPRINKLER PLAN LEVEL 2 Key Plan Date: Job Number: Designer: Building Permit: January 03, 2019 70040 BRYAN JARAM I LLO Drawing No. - FP 2.20 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 - PHONE: (253) 840-9900 FAx (800) 591-4382 WA CL# REDHAHF901 QP = - -- - LSB-5 12-6 • 4 GWB Ta(0" AFF •; BOTTOM OF RES. BALCONY, TYP NICETStamp = UNIT B.2 WASHINGTON STATE _ - - CERTIFICATE OF COMPETENCY - FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq - - ---- 1925-0518-C _ Level 3 _ - - Red Hawk Fire Protection, LLC _ REDHAWHF901QP - `t,/!//r,.-' 11/26/18 Signature - " _ - Hato - Approvals Required - - TUKWILA .;-_3=:T 3 Hydraulic Information rdinary Group I - Amenity --- -_ 5 for 3000.00ft2 (Actual 3068.65ft2) =1� 13-11% Revisions - 1 - 11.01.18 REVISED PER BCE REVIEW - - 2 - 11.20.18 REVISED PER BCE SECOND REVIEW BASE of RISER (gpm) BASE of RISER (psi) U4NIT B.2 - _\ -_ _ _ - - --- - - L315J - _\� _ • GWB DROPPED _ SOFFIT-4"AFF, TYP. 8'LL UNITS ON - THIS LEVEL _ +58.042 (33.2%) -_ B8'-1035'AFF 0-8 TS 9-8 FF rh _ LATERAL SWAY BRACING NOT REQUIRED PER NFPA 13(20 16) 9.3.5.5.11 ------ Contract With: CHEF'S CHEF'S KITCHEN - 343 J __ UNIT B.211 319 1325 4TH AVE, SUITE 100.5 - _ - SEATTLE, WA 98101 - PROJ PROJ MGR.: DEAN HUNTER_= --_ __ Phone: 206-794-0044 Fax: 206-569-9780 _- UNIT B.2 - L3281 _ 415 BAKER BLVD TUKWILA, WA GWB W- AFF STAIR B L530013.! Drawing Title _ FIRE SPRINKLER PLAN LEVEL 3 BOTTOM OF RES. = BALCONY, TYP = - -160- GWB W-1" AFF Key Plan ------ TYPICAL RISER NIPPLE DETAIL= SCALE: 1/2"=1'-0" - 1'G 1'/s --3- _ Sprinkler Legend - Symbol' Manufacturer: SIN K -Factor a Type Size Response Finish I Temperature; Escutcheon Quantity - - i2 -White Rec. 1 66 ® Globe - _ GL5601 5.6 Pendent '/ Quick - White :155°F - 1Globe --s -- GL5641 5.6 Sidewall - 1 Quick Chrome' 155°F - _ 12 -CHR. -- t - - 26 !Globe --_ _ - _ _ ;GL4910 ---_ 4.9 Pendent _'/ Quick -= White j 155°F -__ --_ = I2 -White Rec. _ - 392, = I Globe -_-_- - oI - GL5615 = -:- 5.6 Upright - - '/i Quick = Bronze t155°F - - I n/a -_ --__ - I :-- _ - 3 _ I = = _ - _ _ - _ -_ _ - - - ` __ __ I ;Total = 487 FITTER NOTES:- - 1. SEE SHEET FP 0200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH UNE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED — — — — • IS CPVC SPRINKLER PIPING. _�— GWB DROPPED =_ - = SOFFIT 8'-4'AFF, __ _ TYD AI 1 I IM1 re AW _ THIS LEVEL - -- - - _- - = UNIT A.2 - 329 3 -_ - UNIT 5.2 - _ 325 = 4. ALL PIPING SHOWN AS SOLID - IS STEEL PIPING. Date: _ _ Job Number: Designer: Building Permit: _ November 17, 2018 - 70040 ___ BRYAN JARAMILLO _ = 5. ALL GROOVED COUPLINGS SHOWN THUS <' ARE FLEXIBLE COUPLINGS. 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O. - - -- - _ _ _ 7. SPRINKLER HEADS IN ROOMS NOTED THUS ���/A ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA #13(2016) 23.4.4.72 - 8. HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 - Drawing No. - _ FIRE SPRINKLER PLAN LEVEL 0--2 4 .-_ 8 SCALE 1/8"=1'-0" UNLT_C,2 L 401 _ GWB Ir -2% AFF TYP. ALL UNITS THIS FLOOR "` -- GWB DROPPED SOFFIT -v 7' -7 -AFF, TYP ALL 4 - UNITS THIS FLOOR 7- 8-101/2 FFt1. = UNIT B.2 UNIT_B,2 403_ L4p5— I_ UNIT B.2 Iter- (/t)i/a$ 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 - - WA CL# REDHAHF901 QP O-3 -TS FP1.10 UNI'LC,5 11/2 1Yz: 01W,Iy2 NICET Stamp 8-101/2 FF/ 9 1% 11/z _ _ 11/2 ( Cj , WASHINGTON STATE CERTIFICATE OF COMPETENCY - FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 11/26/18 Date 12131118 Approvals Required TUKWILA GWB 8'-2'b" AFF 1/_ WY = ‘11'/2J LSB,SJ� . 0-9 TS lt. Revisions 1 - 11.01.18 REVISED PER BCE REVIEW 2 - 11.20.18 REVISED PER BCE SECOND REVIEVI. ej.--...:1% .... —7------01, te.-®-�-. — i'/i = _ --0._.`},�-11.1'21'/2 mo. LATERAL BRACING NOT r -- -- -2 LL REQUIRED PER SWAY NFPA 13(2016) 9.-3.5:511:_r_____.7.7:. .3.5.5.11 w ;, i ' � _ -6- -1'/z ° 1'/z N 0 % '—#I 1% . - -.` - � )aj'/z'1'/ NSR 1'/2 112. — . .� ._ 11/2-40k- GWB DROPPED SOFFIT )T'-7"AFF, TYP ALL JNITS THIS FLOOR 8-4'/z FF (t. 1,/z. 11/1__; _ , -.11/2'. - oiw 0- - 1'/2 Contract With: - ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 - -- PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 - Fax: 206-569-9780 GWB 8'-2%" AFF TYP. ALL UNITS THIS FLOORI ___ GWB DROPPED SOFFIT LSB/4 - T-7"AFF, TYP AL —UNITS ./ THIS FLOG iii FC EYEBROW aaA UNIT B.2 Contract Name: - - - - STERLING SOUTHCENTER - iV ` N) '— ��, - - „1'ii - I> `'I% ------ 11/2 JQ- ".... 1-5 TS .''J 4 ;-, • :S '`,9'/z `, 7-8/z FFA 40 'alN Liu fir; 8'-2 1/4" AFF N 653 LL 411/2 c''' 11.1-LSB-5 111/2"- t°1W. I. - ' . _ . � rM1 O 1 V22 — -* 11/2 �.- STAIR B LS400B 8-101/2 FF = 415 BAKER BLVD - TUKWILA, WA STAIRG ,--° S400C_ 7 1'/z t: 11/2 8-4'/2 FF . - Drawing Title - FIRE SPRINKLER PLAN LEVEL 4 UNIT C.6 421. 11/2 -,_.:- m - 11/2 ---11/, 1'/ .- 7_7- 7 21/21- r 1- . ,‘ti i' . 5 2. 1-0I - 9-7 .. ,\q• 3-4 7-1 • QW t-- A,ryj 'n! = - I - ° 2 -- -''/Z / ,/2 r'01W o�l 142-9t= y Key Plan TYPICAL RISER NIPPLE DETAIL SCALE: 1/2"=1-0" - 0-9 TS It Sprinkler Legend Symbol Manufacturer SIN iK Factor; Type-Size'Response,Finish '/ !Quick Temperature }Escutcheon Quantity: -White Rec. _ 458; -CHR. 26 4 :Globe - - GL4910, 4.9:Pendent White Chrome 155°F '2 155"F l2 Globe IGL564111 5.6Sidewall 1 'Quick - 0 :Globe GL5601 _ X5.6 Pendent Upright 1/ IQuick White 155°F 2 -White Rec. ___10! Q :Globe - - --GL5615 .- _ 5.6 '/ IQuick - - ,Bronze 155°F -. - n/a - - - - 3 i l (Total = 4973 GWB 8'-2'/4" AFF = TYP. ALL UNITS - ON THIS FLOOR - 1'h UNIT A.1 433 THIS FLOOR UNIT A.1 UNIT A.2 L431 i 429 I ' GWB DROPPED SOFFIT T-r'AFF, TYP ALL __ _ - - - _- UNITS THIS FLOOR UNIT. B.2 425 I FITTER NOTES: 1. SEE SHEET FP 0.200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH LINE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED — - — • IS CPVC SPRINKLER PIPING. 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL GROOVED COUPLINGS SHOWN THUS = ARE FLEXIBLE COUPLINGS. 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O.' - 7. SPRINKLER HEADS IN ROOMS NOTED THUS �/��//7 ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA #13(2016) 23.4.4.7.2 8. HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 Date: Job Number: Designer: Building Permit: - November 17, 2018 70040 BRYAN JARAMILLO - Drawing No. FIRE SPRINKLER PLAN LEVEL 4 UNIT C_.2 1 501 GWB DROPPED SOFFIT - J 7-T'AFF, TYP ALL r UNITS THIS FLOOR UNIT B.2 ' UNIT_A.2 8-101/2 FFCL 8-101/2 FF CL - as 1- • UNIT C.5 513_ '1 ( 8-101/2 FF Ct r GWBW.2'%AFF TYP. ALL UNITS - THIS FLOOR LSB-4-77'''_.�..m ._.._. ?TT i s UNIT AS(TYPEA) 514 0 �-! GWB DROPPED SOFFIT 7' LS614___ -7"AFF, TYP AL 1 f UNITS THIS.FLOO UNIT A.2 1 516 NY ..-;101/2. , ,SR 1% : I/2/�.4 T L1 1/2 1'/2 01i/Vi '/2 -. 11/2 A LSB-5Jc 0-9 TS s1'�2�. 8-4%2 FF __.. - _ .- 11/2 1'/2 ' - 2 11/. 11/2' • GWB 8'-23/,' AFF V * o •UNIT B.2 - 515 I GWB DROPPED SOFFIT r� 7"AFF, TYP ALL UNITS THIS FLOOR -0 0 + - LATERAL SWAY BRACING NOT - '"� REQUIRED PER NFPA 13(2016) 9.3.5.5.11 01y11-�`> 0) 0 9b: 1'/z 'Tom 0 11/2 - 11/2 11/2 - ..._ "4'2- FC EYEBROW A,4 1520 739 SF 1'/2 0 4 0- UNIT B.2 528..._.1 11/2 11/ UNIT C.2 .11 i • 11/2 1-5 TS c 7-81/2 FF (I -0-7'/2 .FF (4. 21/2 10-9Y2 .. GWz;�'-?,� AFF -�-� ti.:. 1..ry ) \010 r- - _... 2'/27r)7-7-�Z 4-2 `( 6 2 : 2-8 " 1-0 ` 4 9 2-8 1:....„..4-6 4z 4-1;,t,41-31-11 �Q���7 j, T A-1. \J a04.c?� --r� R 1�3 - STAIR C S500C' 8-4/2 FFL - 1'/2 0 s 011tH 1'/2 *0 1%.- �n .• N` -1'/2 0-9 TS (E' 8-41/2 FFIt . +1, -! 1. "I ( 8 UNIT _C. l2 _534.._...1 1209 SF.. GWB T-2%" AFV - aro e� ALL INIITS THIS FLOOR l .0y GWB r -r AFF TYP. ALL UNITS ON THIS FLOOR 4 4, • 0 GWB 8'-23/." AFF TYP. ALL UNITS 0 ON THIS FLOOR 1% UNIIC3 (40 _522..... . LSB-4 UNIT A.1 1 531 NI`- GWB DROPPED SOFFIT T-7"AFF, TYP ALL -- 4 UNIT A.2 529 UNIT B.2 527; UNIT B.2 -_ UNITS THIS FLOOR LSB-4 FIRE SPRINKLER PLAN LEVEL 5 0 2 4 8. 16 SCALE 1/8"=1'-0" 0 TYPICAL RISER NIPPLE DETAIL SCALE: 1/2"=1'-0" Sprinkler Legend Symbol3Manufacturer! SIN KFactor!, Type ISizeIResponse Finish TemperaturelEscutcheon Quantity; Globe !GL4910 4.9 Pendent I 1/2 !Quick White 155°F _'2 -White Rec. _ 458; Globe ;GL5641 . 5.6 Sidewall I 1 ~Quick - Chrome 155°F 2 -CHR. 261 Globe- 3GL56011 -5.6Pendent '/2 ;Quick White 155°F 2 -White Rec. 10 Globe - GL5615i 5.6 Upright Y iQuick Bronze 155°F in/a 3 . ! I � 7.._.__.....____._....__ 1 Total = 497; FITTER NOTES: 1. SEE SHEET FP 0200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH LINE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED - - - - • IS CPVC SPRINKLER PIPING. 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL GROOVED COUPUNGS SHOWN THUS ::e._' ARE FLEXIBLE COUPLINGS. ' - 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O. 7. SPRINKLER HEADS IN ROOMS NOTED THUS ARE NOT INCLUDED IN HYDRAUUC CALCULATIONS PER NFPA #13(2016) 23.4.4.7.2 8. HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 REDHAWK: FIRE PROTECTION, LLC Le/4 ti/a e 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAx (800) 591-4382 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP • 1 j • /-" .;,j.v %;/! %r 11/26/18 Signature " - r" Date Approvals Required TUKWILA Revisions - . - 1 - 11.01.18 REVISED PER BCE REVIEW 2 - 11.20.18 REVISED PER BCE SECOND REVIEW: Contract With: - ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BLVD TUKWILA, WA Drawing Title FIRE SPRINKLER PLAN N LEVEL 5 Key Plan Date: - Job Number: Designer: Building Permit: November 17, 2018 70040 BRYAN JARAMILLO Drawing No. FP 2.50 GWB 8'-2% AFF TYP. ALL UNITS THIS FLOOR - UNIT B.2 -- } 603/ 1 � Y_ I8-10'�s FFI 0.3 - -♦- N UNIT_C.4 -_ - 612 - _ �- 11, L=1'/: 801 VALLEY AVE NW, SUITE D - - - - PUYALLUP, WA 98371 - - PHONE: (253) 840-9900 FAX (800) 591-4382 - WA CL# REDHAHF9010P -_ ' . 4-3 +0 0-8 4-10 6-3 4-2 5-9 1-4 �JQ GWB 8'-2%" AFF 6-3 3-11 6-3 \� FP1.10 111'/2 _- 8-51/2 FF UNIT C_„5 -. "a _"s-. . 4-, 4--- NICET Stamp UNIT B.2 606 UNIT B.3 _- �610J _ WASHINGTON STATE - - - CERTIFICATE OF COMPETENCY - FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq - 1925-0518-C Level 3 - .- ; Red Hawk Fire Protection, LLC - -- REDHAWHF901QP - - /' .'/:','',,, -_ 11/26/18 xp Signature / _- Date 12/31/48 UNIT A.5 614 Approvals Required TUKWILA LSB-4 Revisions 1 - 11.01.18 REVISED PER BCE REVIEW - -- 2 - 11.20.18 REVISED PER BCE SECOND REVIEW UNIT_A.2 GWB DROPPED SOFFIT T-7"AFF, TYP ALL UNITS THIS FLOOR - 11/2, 'I' .11/2' > - 11/2,. -- LATERAL SWAY BRACING NOT - • - REQUIRED PER NFPA 13(2016) 9.3.5.5.11• - .� i I _ 1 Y2L 112 11/2N - Contract With: _ ALLIANCE REALTY PARTNERS. LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER -- -' Phone: 206-794-0044 Fax: 206-569-9780 -441!!-- GWB DROPPED SOFFIT LSB.4 -- T-7"AFF, TYP ALI UNITS THIS FLOO T FC EYEBROW _ UNIT B.2 - 619 i Contract Name: _ STERLING _ - SOUTHCENTER- LATERAL SWAY BRACING NOT -- REQUIRED PER NFPA 13(2016) 9.3.5.5.11 - 1209 SF 8-101/2 FF _ 0-3 TS' 1'/2 .. 'jy-.1 1A, 415 BAKER BLVD TUKWILA,WA Drawing Title FIRE SPRINKLER PLAN LEVEL 6 STAIR C GWB 8'-0' AFF th _- 1Y2 m ( '9 °Q �1'lz 1'/2x1'/2 I < '� 97 - �yti ' 34 ---- 7-1.7777 f. \iz '*0 1 )®•fib. -I .-1 ELEV 2 - - - -_` TO TRASH SHUT SPRINKLER - - - GWB 8'-3" AFF COR NIc - 24 1-2 _a x+0-8 TS' - 8.51/2 FF 2'/2 TYPICAL RISER NIPPLE . DETAIL - SCALE: 12"=1'-0" Sprinkler Legend Symbol Manufacturer SIN K Factor Type Size Response Finish Temperature Escutcheon Quantity Globe -- GL5615 - - 5.6 Upright 1 % Quick - Bronze 155°F - -- - n/a - - 3. 4-I Globe - - GL5641 i - 5.6 Sidewall 1 -;Quick - ;Chrome 155°F - 2 -CHR. - - 26 CGlobe `_ _- - -. GL4910 - - - 4.9jPendent Pendent 'A % Quick :White - Quick White 155°F - 155°F - 2 -White Rec. 2 -White Rec. -_ - 458 ' - - 10 Globe - - - - GL5601 I - = 5.6 f _ = Total = 497 8-10Y2 FF 0-3TS - di# GWB 8'-235" AFF TYP. ALL UNITS ON THIS FLOOR UNILQ.3 .622 UNIT Al 631 GWB DROPPED SOFFIT 1 T-7"AFF, TYP ALL UNITS THIS FLOOR UNIT A.2 FITTER NOTES: 1. SEE SHEET FP 0200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH LINE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED - - - - • IS CPVC SPRINKLER PIPING. - 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL GROOVED COUPLINGS SHOWN THUS ;:..r ;= ARE FLEXIBLE COUPLINGS. 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O. -_ 7. SPRINKLER HEADS IN ROOMS NOTED THUS///7 ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA #13(2016) 23.4.4.7.2 8. HANGER O1W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 Date: - -- _ Job Number: Designer: - - Building Permit: Drawing No. November 17, 2018 70040 BRYAN JARAMILLO FIRE SPRINKLER PLAN LEVEL 6 P GWB 8"-2" AFF TYP. ALL UNITS = THIS FLOOR _ •.I� ON] . j8-10+/2 FF UNIT C.2 - _ GWB DROPPED SOFFIT t W, T-6"AFF, TYP ALL - >• _ • 701 UNITS THIS FLOOR 1+/2 UNIT B.2 7,015 UNIT B.2 707- UNIT B.2 709 1 x 0-8 Hydraulic Information Remote Area 1- Level 7 Residential Unit - _ OCCUPANCY CLASSIFICATION 1 Ordinary Group 1- Residential Unit DENSITY (gpmlft2) ' 0.15 for 1500.00ft2 (Actual 3050.22ft2) TOTAL HOSE STREAMS - . 250.00 TOTAL HEADS FLOWING 1 43 _ ___ K -FACTOR -: _ 14.9 BASE of RISER (gpm) _ - _ _ 1 832.42 = BASE of RISER (psi) _ 122.737 =- SAFETY MARGIN (psi) 1+18.686 (10,7°k) _ - 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAx (800) 591-4382 WA CL# REDHAHF901 QP _ 10 k 2 $ ?N6-3 2 , STAIR A - S700A 1- /27-6 1( 5-9 L1-4 8-51/2 FF UNIT C.5 NICETStamp 18-101/2 FF UNIT B.2 706 UNIT B.2 708 WASHINGTON STATE - CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 - _ - - Red Hawk Fire Protection, LLC - - REDHAWHF901QP 11/26/18 Signature Date - cxpIres 2/31/18 --- UNIT B.3 710 11/2.- - - -11/2 11/2 s t - ,- -- .- -- �--- -z LSB-4 TT Approvals Required TUKWILA Hydraulic Information Remote Area Aux 1B - Level 7 Residential Unit _- -_ 'OCCUPANCY CLASSIFICATION 1 Ordinary Group 1- Residential Unit 'DENSITY (gpm) 'TOTAL HOSE STREAMS 250.00 - z--_-- TOTAL HEADS FLOWING -- 1 31 ! 0.15 for 1500.00ft2 (Actual 3015.12ft2) K -FACTOR - _ - _ - 1 4.9 BASE ofRISER (gpm) _---- 1724.05 _ - " BASE of RISER (psi) 115.713 AFE'rfMARGIN (psi) +26:644(152%)-- Hydraulic Information Remote Area 1- Level 7 Residential Unit = _ OCCUPANCY CLASSIFICATION 1 Ordinary Group I - Residential Unit DENS (gpmHf2) ' 0.15 for 3000.00ft2 (Actual 2980.91ft2) TOTAL HOSE STREAMS 1 250.00 TOTAll HEADS FLOWING 1 31 K-FAdTOR - 1 4.9 - - BASE of RISER (gpm) - ' 666.19 BASE of RISER (psi) - _ i 104.302 `- SAFE -Y MARGIN (psi) - +38.503 (22.0'/0} EA WAS-0ONSIDERED AND FOUND TO BE LESS DEMANDING THEN HE REMOTE AREA. Revisions _ 1 - 11.01.18 REVISED PER BCE REVIEW - -- - 2 - 11.20.18 REVISED PER BCE SECOND REVIEW - 01 W1 Y2 GWB DROPPED SOFFIT -" T -6 -AFF, TYP ALL 4 f UNITS THIS FLOOR - - - - 11/- - -y - UNIT B.2 THIS AREA WAS CONSIDERED AND FOUND TO BE LESS DEMANDING THEN THE REMOTE AREA. UNIT A.2-_ i/z i�a•Ti_ 716 - --- LATERAL SWAY BRACING NOT -s-z- ' i I REQUIRED PER NFPA 13(20 6) 9.3.5.5.11 ----7'7'--_ -- �� ;' CORRI i 1� ; 1-1 v27j2`N - .71 2 . -('} yh - _ _- 11/2 _-- - . * - - 11%2 J4. - 11/2' .' . 1 1/2 - UNIT B.2 717 UNIT A.2 718 Contract With: - = ALLIANCE REALTY PARTNERS, LLC 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 - PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 - Fax: 206 -569 -9780 -- L1 - UNIT C.2 732 UNIT A.4 720.- UNIT B.2 719 Contract Name: - 704 _ UNIT B. 706 UNIT B.2 706 UNIT B.2 UNIT B.4 (TYPE A) _ - -_724 _ - -'. 11/2 1-111/2 11/ -TYPICAL RISER NIPPLE DETAIL NO SCALE STERLING= SOUTHCENTER LATERAL SWAY BRACING NOT / REQUIRED PER NFPA 13(2016) 9.3.5.5.11 r.: I 1'/2 11/2 11.6 415 BAKER BLVD - TUKWILA, WA - -753 Drawing Title FIRE SPRINKLER PLAN LEVEL 7 tit STAIR C S700C • 1-8 I u.;in r* ..�., ae io_3� c 8 4-1 �NNCV or ii _ ` 00-807 2/ 1-9 Q`b 7 J4p+tiJ Y .---,§ %.4 i - 0* 11/2 a"›,,, L 11/2 1�/2 1 1_ _i\-- -- 1 v? 11/2 11/211/2i ✓ /21/2'1-.71) !- � _ - _ - _ - � r ., - -. 21/2 2 p 1-01 9-7 ^�ti 3-4 a >-- 7-1 2¢1/2 6- 1/23. TO TRASH SHUT SPRINKLER ^ 1 GWR 88.-2" AFF 4 ry1 O 19T 77541,,_-`7,f'E ��- - 21/2 Key Plan - - A - PIPING DETAIL 1 NO SCALE UNIT A.1 - - 733 - UNIT C.2 - 734 =_ GWB 8'-2" AFF TYP. ALL UNITS ON THIS FLOOR - UNIT A.1 731 N - ,1,1‘."4", GWB DROPPED SOFFIT 7'-6"AFF, TYP ALL UNITS THIS FLOOR - UNIT A.2 729 UNIT C.3 _ -__ 722 -` - _-LSB4 - Sprinkler Legend Symbol. Manufacturer SIN ,K -Factory Type Size Response Finish Temperature I Escutcheon Quantity !Globe = - - -- GL56011 - - - -= 5.6 -Pendent GL5615! -- _ 5.6 Upright 1/2 1/2 Quick _ -: - Quick _. - White Bronze 155°F - -- 155°F : - - - ;2 -White Rec. - n/a - - 11 4 Globe - _ -- =- Globe -__- - = "- GL4910, _ = 4.9Pendent 1/2 Quick =_ -_ = White - 155°F - 2 -White Rec.- 457 -= Total - 472 FITTER NOTES: 1. SEE SHEET FP 0200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. SEE SHEET FP 0.200 CPVC HANGER CHART FOR MAXIMUM SPACING OF BRANCH LINE CPVC PIPING. 3. ALL PIPING SHOWN AS DASHED - - - - • IS CPVC SPRINKLER PIPING. 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL GROOVED COUPLINGS SHOWN THUS :>risr- ARE FLEXIBLE COUPLINGS. 6. ALL CPVC PIPING TO BE 1" IN SIZE U.N.O. - - Date: Job Number: - Designer: November 17, 2018 70040 BRYAN JARAMILLO Building Permit: 7. SPRINKLER HEADS IN ROOMS NOTED THUS - . ` ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA #13(2016) 23.4.4.7.2 8- HANGER 01W (U -HOOK) TO ACT AS LATERAL SWAY BRACING PER NFPA 13(2016) 9.3.5.5.11 Drawing No. SCALE 1/8"=1' -0" -_--- 5. \\17 i\\, '1\sL 11, 'V s ,,,,z,N Nt4...1‘ .30 VERIFY LOCATION MTH STRUCTURAL SEE SHEET FP2.70 FOR SPRINKLER PROTECTION OF THIS AREA INSULATED SHAFT BY OTHERS Cr ELEV. 4-3' g C9NTROL RM JQ SEE SHEET FP2.70 FOR SPRINKLER PROTECTION OF THIS AREA FIRE SPRINKLER PLAN ROOF 0 2 4 8 16 rr� SCALE 1/8"=1'-0" CPVC MALE _.. NEO CA;IO?Y .BOVE LINE OF OP Y AE V E 1%- 7-8 I ` -9 $74',iR • TER 01LEER'Rt . SC? wF /:j HOLE,VALVES 2 ELEtr CONxTRS/ 5C2 ABOVE 4.6 - fSprinkler Legend SymbolManufacturer SIN K -tactor, Type ;SizeResponse Finish Temperature Escutcheon.Quantity; Globe GL5615 5.6j Upright! !Quick Bronze 200°F 6° i Total =6: FITTER NOTES: 1. SEE SHEET FP 0.200 FOR TYPICAL CPVC HANGER AND SWAY BRACING DETAILS. 2. ALL PIPING SHOWN AS DASHED — — — — • IS CPVC SPRINKLER PIPING. 3. SEE SHEET FP 0.200 FOR TYPICAL STEEL HANGER AND SWAY BRACING DETAILS. 4. ALL PIPING SHOWN AS SOLID IS STEEL PIPING. 5. ALL ROOMS NOTED AS HATCHED P / / / / ARE CLOSETS OR WASHROOMS THAT DO EXCEED 55 SQ. FT. AND ARE NOT INCLUDED IN HYDRAULIC CALCULATIONS PER NFPA 13 (2016) 23.4.4.7.2 6. ALL GROOVED COUPLINGS SHOWN THUS : ammo ARE FLEXIBLE COUPLINGS. RED HAWK FIRE PROTECTION, LLC Ethcii VI/4e 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAx (800) 591-4382 WA CL# REDHAHF90 10P NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Christopher Louis DeVicq 1925-0518-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP f,/ 11/26/18 Signaturo Date Approvals Required TUKWILA OWNER /ARCHITECT Revisions 1 - 11.01.18 REVISED PER BCE REVIEW Contract With: ALLIANCE REALTY PARTNERS, LLC. 1325 4TH AVE, SUITE 1005 SEATTLE, WA 98101 PROJ MGR.: DEAN HUNTER Phone: 206-794-0044 Fax: 206-569-9780 Contract Name: STERLING SOUTHCENTER 415 BAKER BLVD TUKWILA, WA Drawing Title FIRE SPRINKLER PLAN ROOF LEVEL Key Pian Date: November 10, 2018 Job Number: 70040 Designer: BRYAN JARAMILLO Building Permit: Drawing No. FP 2.80