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Home My WebLink AboutPP - 6700 RIVERSIDE DR - DESIGN IMPORTS INDIA - PERMITS AND PLANS6700 RIVERSIDE DR ASSOCIATED PERMITS D11-178 D11-179 11-S-152 11-F-175 11-S-188 99-S-338 95-S-093 90-0159 90-0041 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** / King Co. Assessor's Tax No.: 7 �e-1 a — e l G 4 v Site Address: 00 i 1 V1Z 5l bj, Suite Number: Floor: -PIS,4J ,lrcpoior5 Tenant Name: Property Owner's Name: MI cffil L- Mot-go �� /e Q Mailing Address: ZGy ""1`"J��e (4/041re-G*1 MMii, 1�1/f 0160 New Tenant? -Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. / M Name: I 13g4.4.• Day Telephone: 4Jr3) S'z.& -AO4,4(1 zzgfr City State Zip Company Name: Pia‘ /' ' Mailing Address: 44 �(Zi �r . �,�,f� W A- TM V441l R�Pel�lf Ctty / pp State Zip E-mail Address: 1A1G • Gp�,/ Fax Number: ( 0 O j4s,7;33 Valuation of Project (contractor's bid price): $ � 061,•°:°-- Scope 61'•roScope of Work (please provide detailed information): AOD IbteD /'GOGI 1 e SPKht1KLeMS M It,%GL'c'ss .`l 12) AtelsalobAre NOW WAGS GI GKioW . PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING WNER OR UTHORIZED AGENT: Signature: Date: /hill Print Name: k✓ ' i Day Telephone: 663) M - O� Plan Permit App.doc 5/14/10 TFD FP Form 8 SITE LOCATION Site Address: Tenant Name: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 1,ioo g/VE.s,Dt_ 3mvt- ,t)144/ 0.41202-745, i J King Co. Assessor's Tax No.: 't — 41 °4. Suite Number: Property Owner's Name: Mailing Address: M l u4k'c- s Floor: New Tenant? - Yes ❑ - No u,5" CA Fg&e. a/A1 CONTACT PERSON -if there are questions about the submittal. Name: 414,d B Company Name: Fire Sprinklers Inc. Patpm lritaern City 1U,4- 900' State Zip Day Telephone: 253-826-0099 Mailing Address: 1524 45th Street East, Suite 102 Sumner WA 98390 JJ-- City State Zip E-mail Address: Ree Kf.S /AG. COAi( Fax Number: 253-826-1033 Valuation of Project (contractor's bid price): $ `' Scope of Work (please provide detailed information): .P CILvu c/ SP4/,J# .L .5 /4-7' /O— gait/AAA/3 CJl1rtt,J , r,Ks PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORIZED AGENT: Signature: , Print Name: Fes✓/A/ \7 U_ Plan Permit App.doc Date: °Mt Day Telephone: 653) SZ(, -�19'q azo 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** �7 QCj f,� King Co. Assessor's Tax No.: / gE 100 1 1 Site Address: 7oo t\1JersI(Je yr 10e_ TL kW Suite Number: Floor: Tenant Name: ICIfl rh por 'S New Tenant? - Yes ❑ - No Property Owner's Name: GreEvN R.\ i ' 31 V c LLc- MailingAddress: 6700 f NiQ TOkw:Uo CONTACT PERSON -if there are questions about the submittal. City Name: Company Name: FF S 1 C on ,J \A/x). State Zip Day Telephone: 25 — St - \ 2 OZ Mailing Address: ISZH 9 S''S�' Ea¢f So3e 102 Sv Mnrr \A/4 I ?y Fax Number: 253- 02,6 ) 03,E I_ CityZip E-mail Address: Ch 4� �S 1 C -c 1 _ CO rr Valuation of Project (contractor's bid price): $ (0, 8S2, 1 t Scope of Work (please provide detailed information): f JL1, ‘'�S 14.I.1C11 IO11 Of '�1 ct.Lrv- S,Sj 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: Day Telephone: 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Design Imports 6700 Riverside Dr. Permit No.: 11-S-152 Date: July 14, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • ,- It • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. • ma II FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Design Imports 6700 Riverside Dr. Permit No.: 11-S-188 Date: August 18, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. Ow • • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b/1 -/7.? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:q D5' 11% _ - p o (2.4- 3 TypLe of Inspection: C /1.- t r-�v v44_,Address. . J c �o 0 Suite #: R t U.t-S,-e) e t rL Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: C/L —0(c Cr--C.. CL n) k L - p (C fie Ap . �%, 1)A-5 i eGcoS '40 00 () '4 r Pc -6A L iitr M t -i- • i cru t) ' 4 � /I - 1.76? 64, l.i /l b/ 1, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector _s Date: 0.31/ Z Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/- PPI PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project* 5 i r0 -111-0045 Type of/ Inspecn: (' E/ L )--i r`c 's , 0,41 Address: (7o0 F,,L. Suite #: a e_ 16-- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: oK ,J. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 66., Date:ood & D $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 It Hrs.: I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit (Inisod P-l7s Pit - /7/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project /3e9' i,yo 1/41144 Ty a of Inspection: Address: ,7a j) Suite #: , Lens, d'c, Contact Person: Special Instructions: "-1,e3 \ 0 JL Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - "-1,e3 \ 0 JL �v,,L esu. d4g-244-. t Cvrre&A 106L1 ce ,e-- c dme__Dbbes e. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i ,..2,..,,\ 5c9--- Date: 2// Z/ I t 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 Inspector: CORRECTION NOTICE/REINSPECTION FEE Permit number: // — C—/ 75 TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name: Si g YO DIPegtS -ritA, 4. Type of Inspection: --C4 Location Address: „n D r (\u-Rrs i de b2 Date : ce/12(/ I Contact Person : , ovt3s DU -SZ- Phone No. : ACTION REQUIRED : / -, k Stjoo 4 •-- de--- T-ri 60 U 4, OG-5-e ,, O , ovt3s DU -SZ- t iy . CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : i1 )L ,) &' 4. ( 1 CJ( 151AL FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A RIMINAL CITATION/TICkET. • Signature: Billin gim ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 T.F.D. Form F.P. 100 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: 0Q5 ;51t) _Dvitoor/4-5- Type of Inspection: s -p Address: 4,-200 Q(U.(cS r d am- b IL Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. I►� Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ) . /94)1J ✓S. " /% overs Ayt1,- 1 /04 u la. tie ,. 1 _ Sr.) 44 eivj o.( /,,J cD ( ee-StPr l' N (S vac.) CS-) %, rocs CO/M/005 1M y . 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: .01 Inspector:)/ ��__ Date: g/ / I 7/ f 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pJermit U3 )1- - /s /77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: S( �,) �'c9 - Type of nsp ion: S f -f- ; iu t,l'L.- Address: L.>0d Suite #: R .VAS t ac 1)°C)Contact Pe son: Special Instructions: Occupancy Type: Phone No.: 5—Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 0 (l ( tr 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 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: , L'''S‘‘`110 bv1 po - Type of Inspection: T A - Address:, ?UO Suite #: ! W - t'c9 e is R Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: P42 - t� f al `'o we, i -Oi. D AA I \w "-L 0 e -l/ k CCZ__.S Need / N (1? -1"A s S (4 Ae2.4_1\o4-5..e_ At, 044 1'0 Tel -(4.0k% (A. e e_ J� Vi sCAA (_- rb �.0, ems' ;,,., ri,gei,owe /fre..s4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: g//( ((( Hrs.: tea- $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 o1k-l_\ 11--5— ksZ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:�Slsr ihkS Sprinklers: Y'CS Type of Inspection: C -' g SfkWvc� tn f c 11 \_,I `dtj Address: (9-1 () R‘414-5 Suite #: xvk Contact Person: Pre -Fire: Special Instructions: Permits: Phone No.: Occupancy Type: C—1 Approved per applicable codes. XCorrections required prior to approval. COMMENTS: c;\.\ ca7(4 ciKriA:04_n n-A34,4.s Irvkvv/cc Needs Shift Inspection: Sprinklers: Y'CS Hrs.: Fire Alarm: yv ,e.C— Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: C—1 Inspector: SLS( Date: CA Qt\ k\ 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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17 8 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:t _ :1i/.(A Type�If I-n�>pection: Address: Suite #: 6700 Q U mss; J,� ;z Contact Person: Special Instructions: rN Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 1 Pre -Fire: ,, If Nd rN U ,Q. I-- e s 0 t cbA)C,4iDx) lir /1, IF) I °11‘12/-2-3 , a OK To 5-Voc(c eN Sloor'S -w Srfoion 5 i , ^A y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c,,.‘,5 ---d_ . Date: -7/61j) I 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 • Honeywell Secondary Power Requirements Protected Premises: Design Imports Address: 6700 Riverside Date: 8/30/2011 City: Tukwilla State: Wa Zip: 98390 Prepared By: Chase Clements Address: 1524 45th Street East City: Sumner State: Wa Phone: 253-826-0099 Email: chase@fsicpi.com Zip: 98390 Secondary Load Requirements 2.61 Total Secondary Load from the calculation table below. Amp Hours Current Draw Time (hours) Total (AH) Secondary Standby Load 0.075 A x Required Standby Time 24 hours I 1.80 Secondary Alarm Load 4.448 A x Required Alarm Time (hours) 0.084 hours 0.37 Total Secondary Load 2.17 Derating factor x 1.2 Secondary Load Requirements 2.61 Battery Selection Select batteries from the list below. 7 7.0 AH BAT -1270 Battery (12 volt) a Two r Four (two 12VDC sets in parallel) Amp Hours AH Page 1 of 2 Page 2 of 2 Battery Distribution Chart Shows amp -hour distribution of your selections. Secondary Standby Load 31% Secondary Alarm 6% `Spare s: § xs*" µt Load 0 Spare Battery Capacity o Secondary Standby Load Secondary Alarm Load Battery Capacity 63% Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-26AH). Spare Battery Capacity 4.39 Battery Selection (AH) - Secondary Load Requirements (AH) Secondary Standby Load 2.16 Secondary Standby Load (AH) * Derating Factor Secondary Alarm Load 0.45 Secondary Alarm Load (AH) * Derating Factor Page 2 of 2 e' roe dB System Current Draw - HPFF8 Total Current Standb 0.075 A Alarm 4.448 A Secondary Non -Alarm Current I Secondary Alarm Current Device Qty Draw I Non -Alarm I Qty I I Draw Alarm 1. System Modules HPFF8 Main Circuit Board 1 x I 0.07500 0.07500 1 x 0.20600 I 0.20600 2. NAC #1 SCR110 7 x 0.00000 0.00000 7 x 0.20200 1.41400 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #1 Totals (Max 3 Amps): 0.00000 1.41400 3. NAC #2 SCR110 0 x 0.00000 0 x 0.20200 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #2 Totals (Max 3 Amps): 0.00000 0.00000 4. NAC #3 SCR110 7 x 0.00000 0.00000 7 x 0.20200 1.41400 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #3 Totals (Max 3 Amps): 0.00000 1.41400 5. NAC #4 RSSP-24MCWH-FR185 7 x 0.00000 0.00000 7 x 0.20200 1.41400 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #4 Totals (Max 3 Amps): 0.00000 1.41400 6. Auxiliary Power Auxiliary Device 0 x 0.00000 0 x 0.00000 Auxiliary Device 0 x 0.00000 0 x 0.00000 Auxiliary Device 0 x 0.00000 0 x 0.00000 Auxiliary Device 0 x 0.00000 0 x 0.00000 Auxiliary Device 0 x 0.00000 0 x 0.00000 TB4 Totals (Max 2 Amps): 0.00000 0.00000 , 7. Compatible Devices not listed Other compatible devices 0 x 0.00000 0 x 0.00000 Other compatible devices 0 x 0.00000 0 x 0.00000 Other compatible devices 0 x 0.00000 0 x 0.00000 Total Non -Alarm Load: 0.075 Total Alarm Load: 4.448 fTh, SYSTEM ' SENSOR y,. Premises: Design Imports 6700 Riverside Tukwilla, wa Prepared By: Chase Clements FSI Confidence Plus 1524 45th Street East Sumner, WA 98390 2535611202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 1 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Strobe SCR 110 0.202 25 25 20.26 20.17 20.04 19.83 Ceiling Strobe SCR 110 0.202 25 50 20.14 19.98 19.73 19.34 Ceiling Strobe SCR 110 0.202 25 75 20.03 19.82 19.48 18.93 Ceiling Strobe SCR 110 0.202 25 100 19.95 19.69 19.27 18.60 Ceiling Strobe SCR 110 0.202 25 125 19.89 19.59 19.12 18.36 Ceiling Strobe SCR 110 0.202 25 150 19.85 19.53 19.01 18.20 Ceiling Strobe SCR 110 0.202 25 175 19.83 19.50 18.96 18.11 Total current/amps 1.414 vdc loss 0.57 0.90 1.44 2.29 f- SYSTEM SENSOR Premises: Design Imports 6700 Riverside Tukwilla, wa Prepared By: Chase Clements FSI Confidence Plus 1524 45th Street East Sumner, WA 98390 2535611202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 2 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Strobe SCR 110 0.202 25 25 20.26 20.17 20.04 19.83 Ceiling Strobe SCR 110 0.202 25 50 20.14 19.98 19.73 19.34 Ceiling Strobe SCR 110 0.202 25 75 20.03 19.82 19.48 18.93 Ceiling Strobe SCR 110 0.202 25 100 19.95 19.69 19.27 18.60 Ceiling Strobe SCR 110 0.202 25 125 19.89 19.59 19.12 18.36 Ceiling Strobe SCR 110 0.202 25 150 19.85 19.53 19.01 18.20 Ceiling Strobe SCR 110 0.202 25 175 19.83 19.50 18.96 18.11 Total current/amps 1.414 vdc loss 0.57 0.90 1.44 2.29 SYS7EM SENSOR Premises: Design Imports 6700 Riverside Tukwilla, wa Prepared By: Chase Clements FSI Confidence Plus 1524 45th Street East Sumner, WA 98390 2535611202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 3 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Strobe SCR 110 0.202 25 25 20.26 20.17 20.04 19.83 Ceiling Strobe SCR 110 0.202 25 50 20.14 19.98 19.73 19.34 Ceiling Strobe SCR 110 0.202 25 75 20.03 19.82 19.48 18.93 Ceiling Strobe SCR 110 0.202 25 100 19.95 19.69 19.27 18.60 Ceiling Strobe SCR 110 0.202 25 125 19.89 19.59 19.12 18.36 Ceiling Strobe SCR 110 0.202 25 150 19.85 19.53 19.01 18.20 Ceiling Strobe SCR 110 0.202 25 175 19.83 19.50 18.96 18.11 Total current/amps 1.414 vdc loss 0.57 0.90 1.44 2.29 V,1, SYSTEM SENSOR Premises: Design Imports 6700 Riverside Tukwilla, wa Prepared By: Chase Clements FSI Confidence Plus 1524 45th Street East Sumner, WA 98390 2535611202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 4 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Strobe SCR 110 0.202 25 25 20.30 20.24 20.14 19.99 Ceiling Strobe SCR 110 0.202 50 75 20.14 19.98 19.73 19.34 Ceiling Strobe SCR 110 0.202 48 123 20.02 19.80 19.44 18.87 Ceiling Strobe SCR 110 0.202 50 173 19.94 19.67 19.23 18.54 Ceiling Strobe SCR 110 0.202 50 223 19.90 19.60 19.13 18.38 Total current/amps 1.01 vdc loss 0.50 0.80 1.27 2.02 ^Camewlell Ft'FlA��p N'AQ, NSiAI,YEN .5 by System Power Requirements 7100 Series Fire Alarm Control Panel Protected Premises: Design Imports Address: 6700 Riverside Drive Date: 7/12/2011 City: Tukwilla State: Wa Zip: Prepared By: Chase Clements Address: 1524 45th st East Ste#102 City: Sumner State: Wa Phone: 253-561-1202 Email: chase(a)_fsicpi.com Zip: 98130 Secondary Load Requirements Total Secondary Load from the calculation tabl 3.79 Amp Hours akoirgillI 1 3.21 Amp Hours (ho' s) V 'tft (1) Secondary Standby Loadx 0.125 A Secondary Alarm Load Required Standby Time 24 hours 3.00 Secondary Alarm Loadx 1.915 A Required Alarm Time (hours) 0.084 hours 0.16 Total Secondary Load 3.16 Derating factor x 1.20 Secondary Load Requirements 3.79 AH Battery Selection Select batteries from the list below. 7.00 7.0 AH Battery (12 volt) Amp Hours Battery Distribution Chart Shows amp -hour distribution of your selections. Secondary Alarm Load 3% IT1 W. Secondary Standby Load 51% OSpare Battery Capacity OSecondary Standby Load a Secondary Alarm Load Spare Battery Capacity 3.21 Amp Hours Secondary Standby Load 3.60 Amp Hours Secondary Alarm Load 0.19 Amp Hours Game�wle�� System Current Draw Fire Alarm Control Panel FCi1 =am' 7100 Series by Honeywell Total Standby 0.125 A Total Alarm 1.915 A r S an. b X13 I GlIkIFO Device Qty Draw Standby Qty Draw Alarm 1. System (Please only select one) Basic System Module, 2 SLC 0 x 0.06500 0 x 0.08500 Basic System Module, 1 SLC with DACT 1 x 0.07500 0.07500 1 x 0.09500 0.09500 Basic System Module, 2 SLC with DACT 0 x 0.08500 0 x 0.10500 Printer Transient Module (PTRM) 0 x 0.02000 0 x 0.02000 Class A Option Module (CAOM) 0 x 0.00100 0 x 0.00100 Municipal Circuit Option Module (MCOM) 0 x 0.00100 0 x 0.00100 Optional Remote Serial Annunicator (LCD-7100) 1 x 0.05000 0.05000 1 x 0.07500 0.07500 Remote LED Driver Module (LDM-7100) 0 x 0.03500 0 x 0.20000 Intelligent Network Interface Module - Copper Wire (INI-7100-UTP) 0 x 0.04000 0 x 0.04000 Intelligent Network Interface Module - Fiber Optic (INI-7100-FO) 0 x 0.04000 _ 0 x 0.04000 2. Two-Wire Smoke Detectors Two-wire Smoke Detector 1 0 x 0.00000 0 x 0.00000 Two-wire Smoke Detector 2 0 x 0.00000 0 x 0.00000 Two-wire Smoke Detector 3 0 x 0.00000 0 x 0.00000 Two-wire Smoke Detector 4 _ 0 x _ 0.00000 _ 0 x 0.00000 3. Four-Wire Smoke Detectors Four-wire Smoke Detector 1 0 x 0.00000 0 x 0.00000 Four-wire Smoke Detector 2 0 x 0.00000 0 x 0.00000 Four-wire Smoke Detector 3 0 x 0.00000 0 x 0.00000 Four-wire Smoke Detector 4 0 x 0.00000 0 x 0.00000 4. Notification Appliances PC2R15 9 x 0.00000 0.00000 9 x 0.00000 0.00000 PC2R75 8 x 0.00000 0.00000 8 x 0.17600 1.40800 PC2R30 1 x 0.00000 0.00000 1 x 0.11600 0.11600 P2RK110 1 x 0.00000 0.00000 1 x 0.22100 0.22100 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 Total Standby Load: 0.125 A Total Alarm Load: 1,915 A , SYSTEM SENSOR Premises: Design Imports 6700 Riverside Drive Tukwila, wa Prepared By: Chase Clements FSI Confidence Plus Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (1.5 amp circuit) Starting Voltage = 20.4 Notes: FACP CK#1-A Type and Model Candela Current Next Total 12 14 16 18 Ceiling Horn/Strobe (2 Wire) PC2R 15 0.069 14 14 20.33 20.29 20.22 20.12 Ceiling Strobe SCR 15 0.066 16 30 20.26 20.17 20.04 19.82 Ceiling Strobe SCR 15 0.066 16 46 20.19 20.06 19.86 19.54 Ceiling Strobe SCR 15 0.066 16 62 20.12 19.95 19.69 19.27 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 36 98 19.98 19.73 19.34 18.71 Ceiling Horn/Strobe (2 Wire) PC2R 15 0.069 34 132 19.87 19.56 19.06 18.27 Ceiling Strobe SCR 15 0.066 14 146 19.83 19.49 18.95 18.10 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 42 188 19.71 19.31 18.67 17.64 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 34 222 19.64 19.20 18.49 17.36 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 18 240 19.62 19.16 18.43 17.27 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 26 266 19.60 19.14 18.39 17.20 Total current/amps 1.231 vdc loss 0.80 1.26 2.01 3.20 SYSTEM SENSOR Premises: Design Imports 6700 Riverside Drive Tukwila, wa Prepared By: Chase Clements FSI Confidence Plus Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (1.5 amp circuit) Starting Voltage = 20.4 Notes: FACP CK#2-A Type and Model Candela Current Next Total 12 14 16 18 Ceiling Strobe SCR 15 0.066 8 8 20.37 20.34 20.31 20.26 Ceiling Strobe SC2415 15 0.064 15 23 20.30 20.25 20.16 20.01 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 18 41 20.24 20.14 19.98 19.74 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 30 71 20.14 19.99 19.74 19.35 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 28 99 20.07 19.87 19.56 19.06 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 32 131 20.01 19.77 19.40 18.82 Ceiling Horn/Strobe (2 Wire) PC2R 75 0.157 40 171 19.95 19.69 19.27 18.61 Ceiling Horn/Strobe (2 Wire) PC2R 30 0.097 24 195 19.94 19.67 19.23 18.54 Ceiling Horn/Strobe (2 Wire) PC2R 15 0.069 34 229 19.93 19.65 19.21 18.51 Total current/amps 1.081 vdc loss 0.47 0.75 1.19 1.89 ........ a GarneNel— — I System Power Requirements FirA r.a`�(ayMp. Mf4:,Ni1J�T M ori+ FireForce8 Fire Alarm Control Panel Protected Premises: Design Imports Date: 7-*18-11 Address: 6700 Riverside Drive City: Tukwilla State: wa Zip: Prepared By: Chase Clements Phone: 253-561-1202 Address: 1524 45th St East Ste#102 Email: City: Sumner State: Wa Zip: 98390 Primary Standby Load 0.03 Amps Current load on the primary power supply during non-alarm conditions. Primary Alarm Load 4.83 Amps Current load on the primary power supply during alarm conditions. Secondary Load Requirements 1.35 Amp Hours Total Secondary Load from the calculation table below. Current Draw Time (hours) I Total (AH) Seconday Standby Load Required Standby Time 0.030 A x 24 hours 0.72 Secondary Alarm Load Required Alarm Time (hours) 4.826 A x 0.084 hours 0.41 Total Secondary Load 1.13 Derating factor x 1.2 Secondary Load Requirements 1.35 AH Battery Selection 7 Amp Hours Select batteries from the list below. 7.0 AH BAT-1270 Battery (12 volt) r• Two r Four (two 12VDC sets in parallel) Page 1 of 2 Battery Distribution Chart Shows amp -hour distribution of your selections. Secondary Alarm Load 7% Secondary Standby Load 12% OSpare Battery Capacity OSecondary Standby Load OSecondary Alarm Load Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-26AH). Spare Battery Capacity 5.65 Battery Selection (AH) - Secondary Load Requirements (AH) Secondary Standby Load 0.86 Secondary Standby Load (AH) * Derating Factor Secondary Alarm Load 0.49 _Secondary Alarm Load (AH) * Derating Factor Page 2 of 2 GamowII System Current Draw - FireForce8 Lal Frj NSIA`M'iN , by Mens ", Total Standby Current 0.030 A Alarm 4.826 A Cl - Standby Current C2 - Alarm Current Device Qty Draw Standby Qty Draw Alarm 1. System Modules Common Control Module (CCM) 1 x 0.03000 0.03000 1 x 0.05500 0.05500 NAC 1 and 2 - Class B 1 x 0.00000 0.00000 1 x 0.06500 0.06500 Class B (NAC 1 + NAC 2) NAC 3 and 4 - Class B 1 x 0.00000 0.00000 1 x 0.06500 0.06500 Class B (NAC 3 + NAC 4) External Load A+A- 24VDC 0 x 0.00000 0 x 0.00000 2. NAC #1 PC2R110 5 x 0.00000 0.00000 5 x 0.22100 1.10500 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #1 Totals (Max 3.0 Amps): 0.00000 1.10500 3. NAC #2 User Defined x 0.00000 0 x 0.00000 x 0.00000 0 x 0.00000 PC2R110 5 x 0.00000 0.00000 5 x 0.22100 1.10500 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #2 Totals (Max 3.0 Amps):_ 0.00000 1.10500 4. NAC #3 PC2R110 5 x 0.00000 0.00000 5 x 0.22100 1.10500 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #3 Totals (Max 3.0 Amps): 0.00000 1.10500 5. NAC #4 PC2R110 6 x 0.00000 0.00000 6 x 0.22100 1.32600 User Defined 0 x 0.00000 0 x 0.00000 User Defined 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 0 x 0.00000 NAC #4 Totals (Max 3.0 Amps): 0.00000 1.32600 6. Compatible Devices not listed Other compatible devices 0 x 0.00000 0 x 0.00000 Other compatible devices 0 x 0.00000 0 x 0.00000 Other compatible devices 0 x 0.00000 0 x 0.00000 Total Standby Load: 0.030 Total Alarm Load: 4.826 ,Th, SENSOR Premises: Design Imports 6700 RIVERSIDE DRIVE TUKWILA, WA Prepared By: CHASE CLEMENTS FSI CONFIDENCE PLUS 1524 45TH ST EAST SUMNER, WA 98390 253-561-1202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 1 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 50 20.20 20.08 19.89 19.59 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 100 20.04 19.82 19.48 18.94 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 150 19.92 19.63 19.17 18.45 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 200 19.83 19.50 18.97 18.13 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 250 19.79 19.44 18.87 17.96 Total current/amps 1.005 vdc loss 0.61 0.96 1.53 2.44 i 1 SYSTEM niso Premises: Design Imports 6700 RIVERSIDE DRIVE TUKWILA, WA Prepared By: CHASE CLEMENTS FSI CONFIDENCE PLUS 1524 45TH ST EAST SUMNER, WA 98390 253-561-1202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 2 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 50 20.20 20.08 19.89 19.59 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 100 20.04 19.82 19.48 18.94 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 150 19.92 19.63 19.17 18.45 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 200 19.83 19.50 18.97 18.13 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 250 19.79 19.44 18.87 17.96 Total current/amps 1.005 vdc loss 0.61 0.96 1.53 2.44 SYSTEM n s R Premises: Design Imports 6700 RIVERSIDE DRIVE TUKWILA, WA Prepared By: CHASE CLEMENTS FSI CONFIDENCE PLUS 1524 45TH ST EAST SUMNER, WA 98390 253-561-1202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 3 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 50 20.20 20.08 19.89 19.59 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 100 20.04 19.82 19.48 18.94 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 150 19.92 19.63 19.17 18.45 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 200 19.83 19.50 18.97 18.13 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 250 19.79 19.44 18.87 17.96 Total current/amps 1.005 vdc loss 0.61 0.96 1.53 2.44 SYSTEM niso Premises: Design Imports 6700 RIVERSIDE DRIVE TUKWILA, WA Prepared By: CHASE CLEMENTS FSI CONFIDENCE PLUS 1524 45TH ST EAST SUMNER, WA 98390 253-561-1202 Circuit: Class B @ 14 AWG Filtered (DC) 24 -volt Supply (3 amp circuit) Starting Voltage = 20.4 Notes: CKT 4 Type and Model Candela Current Next Total 12 14 16 18 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 50 20.16 20.02 19.79 19.43 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 100 19.96 19.69 19.28 18.61 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 150 19.79 19.44 18.87 17.96 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 200 19.67 19.25 18.56 17.48 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 250 19.59 19.12 18.36 17.15 Ceiling Horn/Strobe (2 Wire) PC2R 110 0.201 50 300 19.55 19.05 18.26 16.99 Total current/amps 1.206 vdc loss 0.85 1.35 2.14 3.41 e rWr of :o Grinnell Fire Protection Systems - Renton 875 SW 7th Street, Renton, WA 98055 C)at r - '' • f: -?O PROJECT INFORMATION HO PSON TILE - Rack System TUCWILA, WASHINGTON Occupancy Racks. Density 15 psi minimum head pressure Area of Operation 14 most remote sprinklers Area per Sprinkler 72 sq.ft. Number of Sprinklers Calculated: 14 heads Authority having Jurisdiction_ _ WSRB System type_ _ Rack Sprinklers _ _ 1/2" Grinnell F950 Sprklr CALCUATION SUIVRY Demand 60.14 psi @ 306.4 gpm @ B.O.R. Notes: Overhead System Requires 62.49 psi w/ 2327.8 flowing @ balance point • .4rir-nei Firms- Fr'r 3t.ect i ca ; at:err4 .R on Description of Fitting abbreviations, Cade De-rI ption VI V:,ct,aLdio runty degLee .-..tb ALV Alarm valve GV Gate valve - Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressu-e loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe bath T Total pipe length r PilDe FiOW No tgp-n) Bram_ (A • a• t r 1 "r• v" " • • 11 .. Fitting and Nis./ 21 50( 15.00) - 5 HOMP:,;(11‘,1 TIJWIL.A;' LJASHTN( ION • t T A L.,-) F 0.0 8.0 8.0 0.0 8.0 8.0 0.0 8.0 8.0 0,0 8.0 8.0 0.0 8.0 8.0 :0.0 8.0 1.0 12.2 1 21.3 2.11,T A 21.3=5.50(15.04)-.5 F 2 42.6 2.15 A F 3 64.1 2.15 A 21.6=5.50(15.43)-.5 F 4 85.7 2.15 A 21.9=5.50(15.89)-.5 F 5 107.6 2.15 A - F 6 130.0 2.15 A 23.1=5.50(17.60)-.5 F 7 153.1 2.15 1T T 21.4=5.50(15.16)-.5 22.4=5.50(16.60) -.5 Pi 0.00460 FF. PI PE 0.01587 PF PT PE 0.03371 PF PT FE PF PT PE PF PT PE PF PT PE. 0.05/12 0.08799 0.12486 13.2 0.16893 PF PT Hy: V.:‘!1 Rcf !-(Tv.%) 15.LO L p -ad U.00 0.04 1.8e, 15.04 2 0.00 0.13 15.16 3 0.00 0.27 5.64 15.43 4 0.00 0.46 7.54 15.89 5 0.00 0.70 9.47 16.60 6 0.00 1..00 11.44 17.60 7 0.00 2.23 13.48 19.83 8 Riser Nipple Jot 3.75 K -factor for branohline no. 1 = 153.1/(19.83)-.5 = 34.38 Riser Nipple (Top of RN = Brendhline A 0.5 PT 153.1=34.38(19.83)-.5 F 16.5 fie 17.0 0.06334 PF -:pr 8 153.1 2.64 1T T 19.83 -0„22 1.-07 20,69 K -factor for riser nipple = 153.1/(20.69).5 = 33.66 at Hyd Ref Pts 9 10 C = 120 8 8L1 9,01 9 Bot of R.niP •-••••.. +" 1re 1 1 -Oi r `t, r:3t -91E... i<keti .c_h`1 T} cN TIL.0 Nac' �> t.err. Tl. ih 4d2 ._A6, WAC -11- Cy7 �:ini Pipe F'1C4.4 C1iz• f itt in Lengthy: Fr Los . P .ra , . Myr V -) No igprn) (,r.;'f� Eric! fes;=v 1. rt. /t ) psi; tet .-fps Crow:., main til A 5.0 F''T .'s:' 69 153.1=33. E)6 (20.69) 5 F 16.5 PE 0.00 153.1 2.64 1T T 21.5 0.0+6334 PF1.36 9.01 PT 22:05 11 K -factor for Cross mein A = 153:1/(22.05)-.5 =32.61 Cross main B A 4.1 PT 20..69 10 153.1=33.66(20.69) . 5 F 16.5 PE 0.00 10 153.1 2.64 1T T 20.6 0.06334 PF, 14.30 PT 21.99 11 K -factor for Cross main B = 153.1/(21.99)-.5 = 132.65 9.01. !\k ,i fry!, Bulk Jot C = 120 Fes. Bulk Jot t.-4-1tir F ie rotctSt Rent or. fietza-diCkci...ip:ancv THIIMF'.:3061 TIL - Nad, f;,Y St ei 1,4A.".1 -',J NI T 1\1 Pipe Lerigth Fr L.'7),-; Hyd VJ. No fgpm) Lrr.t irriH.v (f0 (1)1/tti (p.) Ret Bulk t A 6,7) Fl 2; Or) 11 CM A + CM B 306.4=e1..25(22.M) .5 F 5.5 FE -L7 (EL= -4.3:7, ft) 11 306.4 2.t,6 1VE T 9.8 0.22860 PF 2.24 18.03 A ' 33.5 PT 22.41 12 F 5.5 PE 0.00 12 306.4 2.64 1VE T 39.0 0.22860 PF 8.91 18.03 A 215.,0 PT 31.32 13 F 6.7 PE 0.00 13 306.4 3.26 1VE T 221.7 0.08108 PF 17.98 11.78 PT 49.30 14. Top of Riser Riser ' C = 120 A 21.0 PT 49.30 14 Top of Riser F 57.9 PE 9.09 (EL= 21.00 ft) 14 306.4 4.26 1ALV 1GV T .78.9 0.02203 PF 1.74 6.90 1T A 2.0 PT 60.13 15 F 0.0 PE 0.00 15 306.4 8.25 T 2.0 0.00088 PF 0.00 1.84 PT 60.14 16 B.O.R. Overhead System Requires 62.49 psi w/ 2327.8 flowing @ balance point HYDRAULIC CALCULATIONS Grinnell Fire Protection Systems, Anchorage Date 01/10/90 :cb_ _ THOMPSON TILE Ldµ/C.t2.• MtZZ TUKWILA, WASHINGTON Sheet I of 17 Authority having Jurisdiction_ Washington Surveying & Rating Bureau Occupancy—t%Gtifi liAZc•PRP1H0,2 14 /474,e i5 Density 0.13 gpm/sq.ft. Area of Application 3000 sq.ft. Coverage per Sprinkler _ _ _ VARIES System type_ _ Wet Hose 150.0 gpm Inside Hose. 500.0 gpm Outside Hose Water Supply _ 151.00 psi Static, 65.00 psi Residual 3288.0 Demand _ 36.32 psi 1273.6 gpm F & S 45.56 psi 51 1923.6 qpm a Supply 126.52 psi available a 1923.6 gpm Demand is below curve by 60.96 psi Sprinklers_ - F950 SSU - F950 SSP 1/2 wALCULATING ABOVE AND BELOW THE NON -RATED CEILING gpm D: Sheet 2 of 1 7 THOMPSON TILE TUKWILA, WASHINGTON Static = 151.00 psi Residual = 85.00 psi at a flow of .288.0 Demand at FIS = 36.32 psi with 1273.6 gpm flowing. System demand = 45.56 psi with 1923.6 gpm flowing. Pressure available = 126.52 psi when 1923.6 gpm is flowing. Demand is below curve by 80.96 psi. (64.0%) apr. SI Multiply pressure scale by 20 N1.85 Graph 0-T T T T T T T T T 9 8 -- 7 - 6 5 4 1 0 ' 1 ■ D F 1 2 3 4 6 1 7 8 9 10 GPM Multiply flow scale by 400 Sheet 3 of ( 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ioe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes prig I C = 120 A 0.7 PT 9.27 1 16.9=5.55(9.27)A.5 F 5.0 PE 0.32 (EL= 0.75 ft) 1 16.9 1.05 IT T 5.7 0.09527 PF 0.54 6.27 PT 10.14 13 81 Jct K -factor for sprig 1 = 16.9/(10.14)'.5 = 5.31 -prig 2 A 0.6 PT 7.00 2 14.7=5.55(7.00)°.5 F 5.0 PE 0.25 2 14.7 1.05 1T T 5.6 0.07347 PF 0.41 5.45 PT 7.66 14 K -factor for sprig 2 = 14.7/(7.66)^.5 = 5.31 at Hyd Ref Pts 14 24 34 57 58 73 74 :.prig 3 A 1.3 PT 7.00 3 14.7=5.55(7.00)^.5 F 5.0 PE 0.58 3 14.7 1.05 1T T 6.3 0.07347 PF 0.46 5.45 PT 8.04 15 C = 120 (EL= 0.58 ft) 81 Jct C = 120 (EL= 1.33 ft) 81 Jct K -factor for sprig 3 = 14.7/(8.04)".5 = 5.18 at Hyd Ref Pts 15 27 30 35 37 39 42 44 46 60 62 65 67 69 76 78 81 83 85 86 88 orig 4 A 0.7 PT 7.00 4 C = 120 14.7=5.55(7.00)'.5 F 5.0 PE 0.32 (EL= 0.75 ft) 4 14.7 1.05 iT T 5.7 0.07347 PF 0.42 5.45 PT 7.74 32 81 Jct K -factor for sprig 4 = 14.7/(7.74)".5 = 5.28 at Hyd Ref Pts 32 55 71 prig 5 C = 120 A 0.7 PT 8.75 5 16.4=5.55(8.75)A.5 F 5.0 PE 0.32 (EL= 0.75 ft) 5 16.4 1.05 IT T 5.7 0.09032 PF 0.51 6.09 PT 9.59 6 B1 Jct K -factor for sprig 5 = 16.4/(9.59)".5 = 5.30 Sheet 4 of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE -TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes prig 6 C = 120 A 0.6 PT 8.75 6 16.4=5.55(8.75)'.5 F 5.0 PE 0.25 (EL= 0.58 ft) 6 16.4 1.05 IT T 5.6 0.09032 PF 0.51 6.09 PT 9.51 7 81 J c t K -factor for sprig 6 = 16.4/(9.51)".5 = 5.32 =prig 7 C = 120 A 1.3 PT 8.75 7 16.4=5.55(8.75)".5 F 5.0 PE 0.58 (EL= 1.33 ft) 7 16.4 1.05 1T T 6.3 0.09032 PF 0.57 6.09 PT 9.89 17 81 Jct K -factor for sprig 7 = 16.4/(9.89)".5 = 5.21 :rop 1 A 2.0 PT 9.27 16.9=5.55(9.27)".5 F 5.0 PE -0.88 8 16.9 1.05 1T T 7.0 0.09527 PF 0.67 PT 9.05 rop 2 K -factor for drop 1 = 16.9/(9.05)'`.5 = 5.62 13 A 2.0 PT 7.90 9 6.27 15.6=5.55(7.90)'.5 F 5.0 PE -0.88 9 15.6 1.05 IT T 7.0 0.08217 PF 0,58 5.79 PT 7.59 14 K -factor for drop 2 = 15.6/(7.59)1.5 = 5.66 at Hyd Ref Pts 14 19 54 56 59 rop 3 A 3.0 PT 7.00 10 14.7=5.55(7.00)".5 F 5.0 PE -1.32 10 14.7 1.05 1T T 8.0 0.07347 PF 0.59 5.45 PT 6.27 15 K -factor for drop 3 = 14.7/(6.27)".5 = 5.87 rop 4 A 0.6 PT 7.00 11 14.7=5.55(7.00)".5 F 5.0 PE -0.27 11 14.7 1.05 IT T 5.6 0.07347 PF 0.41 FT 7.14 16 K -factor for drop 4 = 14.7/(7.14)".5 = 5.50 at Hyd Ref Pts 16 17 18 28 29 63 64 66 68 89 5.45 120 (EL= -2.04 ft) 81 Jct C = 120 (EL= -2.04 ft) 81 Jct C = 120 (EL= -3.04 ft) 81 Jct C = 120 (EL= -0.62 ft) S1 Jct Sheet 5 of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMF'SON TILE TUKWILA, WASHINGTON' ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes rop 5 C = 120 A 2.0 PT 7.00 12 14.7=5.55(7.00)^.5 F 5.0 PE -0.88 12 14.7 1.05 iT T 7.0 0.07347 FF 0.51 PT 6.63 20 K -factor for drop 5 = 14.71(6.63).5 = 5.71 at Hyd Ref Pts 20 21 31 33 36 87 (EL= -2.04 ft) 5.45 El Jct ,rm-over 1 C = 120 A 1.8 PT 10.14 13 SP1 + DR1 34.8=10.92(10.14)`.5 F 5.0 PE 0.00 13 34.8 1.05 1T T 6.8 0.36226 PF 2.46 12.91 PT 12.60 22 81 Jct K -factor for arm -over 1 = 34.81(12.60)^.5 = 9.80 rm-over 2 C = 120 A 1.7 PT 7.66 14 SP2 + DR2 30.4=10.97(7.66)^.5 F 0.0 PE 0.00 14 30.4 1.05 T 1.7 0.28189 PF 0.48 11.28 PT 8.14 23 Bl Jct K -factor for arm -over 2 = 30.4/(8.14)1.5 = 10.65 at Hyd Ref Pts 23 25 rm-over 3 C = 120 A 1.0 PT 8.04 15 SF3 + DR3 31.4=11.05(8.04)A.5 F 0.0 PE 0.00 15 31.4 1.05 i 1.0 0.29877 PF 0.30 11.64 PT 8.34 26 81 Jct K -factor for arm -over 3 = 31.4/(8.34)^.5 = 10.87 rm-over 4 A 1.5 PT 7.14 16 14.7=5.50(7.14)^.5 F 0.0 PE 0.00 16 14.7 1.05 T 1.5 0.07362 PF 0.11 5.46 FT 7.25 38 K -factor for arm -over 4 = 14.7/(7.25)^.5 = 5.46 at Hyd Ref Pts 38 61 rm-over 5 A 1.0 PT 9.90 17 ,,.7=10.71(9.90)"..5 F 0.0 PE 0.00 17 33.7 1.05 T 1.0 0.34169 PF 0.74 12.51 PT 10.24 50 K -factor for arm -over 5 = 33.7/(10.24)^.5 = 10.53 C = 120 DR4 El Jct C = 120 SP7 + DR4 BI Jct Sheet to of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes rm-over 6 C = 120 A 1.0 PT 7.14 18 DR4 14.7=5.50(7.14)^.5 F 0.0 PE 0.00 18 14.7 1.05 T 1.0 0.07362 PF 0.07 5.46 PT 7.22 40 81 Jct k -factor for arm -over 6 = 14.7/(7.22)A.5 = 5.47 at Hyd Ref Pts 40 41 43 45 rm-over 7 C = 120 A 1.7 PT 7.59 19 DR2 15.6=5.66(7.59)^.5 F 0.0 PE 0.00 19 15.6 1.05 T 1.7 0.08218 PF 0.14 5.79 PT 7.73 70 81 Jct K -factor for arm -over 7 = 15.6/(7.73)`.5 = 5.61 at Hyd Ref Pts 70 72 75 rm-over B C = 120 A 1.2 PT 6.63 20 DR5 14.7=5.71(6.63)4.5 F 0.0 PE 0.00 20 14.7 1.05 T 1.2 0.07362 PF 0.09 5.46 PT 6.72 77 81 Jct K -factor for arm -over 8 = 14.7/(6.72)^.S = 5.67 at Hyd Ref Pts 77 79 80 82 84 rm-over 9 C = 120 A 0.5 PT 6.63 21 DRS 14.7=5.71(6.63)'.5 F 0.0 PE 0.00 21 14.7 1.05 T 0.5 0.07362 PF 0.04 5.46 PT 6.67 22 81 Jct K -factor for arm -over 9 = 14.7/(6.67)''•.5 = 5.69 Sheet 7 of f 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flow Dia Fitting Lenoth Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 1 C = 120 A 9.0 PT 12.60 22 A01 34.8=9.80(12.60)".5 F 0.0 PE 0.00 22 34.8 1.38 T 9.0 0.09536 PF 0.86 7.46 A 7.0 PT :3.46 23 A02 37.8=10.65(12.58)".5 F 0.0 PE 0.00 23 72.6 1.61 T 7.0 0.17538 PF 1.23 11.44 PV= 0.88 A 3.7 PT 14.69 24 SP2 20.0=5.31(14.16)^.5 F 0.0 PE 0.00 24 92.6 2.07 T 3.7 0.08145 PF 0.30 8.85 PV= 0.53 A 6.7 PT 14.99 25 A02 39.7=10.65(13.91)^.5 F 0.0 PE 0.00 25 132.3 2.07 T 6.7 0.15771 PF 1.06 12.65 PV= 1.08 A 6.7 PT 16.04 26 A03 42.3=10.87(15.12)^.5 F 0.0 PE 0.00 26 174.6 2.47 T 6.7 0.11087 PF 0.74 11.70 PV= 0.92 A 1.3 PT 16.79 27 SP3 20.5=5.18(15.64)^.5 F 0.0 PE 0.00 27 195.1 2.47 T 1.3 0.13615 PF 0.18 13.07 PV= 1.15 A 4.5 PT 16.96 28 DR4 21.7=5.50(15.54)^.5 F 12.0 PE 0.00 28 216.8 2.47 IT T 16.5 0.16547 PF 2.73 14.53 PV= 1.42 PT 19.69 90 X -main Jct K -factor for branchline no. 1 = 216.8/(19.69)^.5 = 48.85 ranchline No. 2 C = 120 A 3.3 PT 8.64 29 DR4 16.2=5.50(8.64)'.5 F 0.0 PE 0.00 29 16.2 1.05 T 3.7 0.08779 PF 0.29 6.00 A 2.3 PT 6.93 30 SP3 14.7=5.18(B.05)''.5 F 5.0 PE 0.00 30 30.9 1.05 IT T 7.3 0.29058 PF 2.12 11.46 PV= 0.88 PT 11.05 90 X -main Jct K -factor for branchline no. 2 = 30.9/(11.05)'.5 = 9.30 Sheet $ of 1 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKW'IL . WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline Nc. 3 C = 120 A 1.0 PT 7.95 31 DR5 16.1=5.71(7.95)".5 F 0.0 PE 0.00 31 16.1 1.05 T 1.0 0.08710 PF 0.09 5.98 A 11.0 PT 8.04 32 SP4 14.7=5.28(7.75)A.5 F 0.0 PE 0.00 32 30.8 1.38 T 11.0 0.07608 PF 0.84 6.61 PV= 0.29 A 1.0 PT 8.88 33 DR5 16.7=5.71(8.50)1`.5 F 0.0 PE 0.00 33 47.5 1.61 T 1.0 0.07986 PF 0.08 7.48 PV= 0.38 A 9.3 PT 8.96 34 SP2 15.3=5.31(8.30)".5 F 0.0 PE 0.00 34 62.8 1.61 T 9.3 0.13393 PF 1.25 9.89 PV= 0.66 A 1.7 PT 10.20 35 SP3 16.3=5.18(9.82)1.5 F 0.0 PE 0.00 35 79.0 2.07 T 1.7 0.06073 PF 0.10 7.55 PV= 0.38 A 7.7 FT 10.30 36 DR5 17.8=5.71(9.73)1.5 F 0.0 PE 0.00 36 96.8 2.07 T 7.7 0.08846 PF 0.68 9.25 PV= 0.58 A 2.7 PT 10.99 37 SP3 16.6=5.18(10.20)1.5 F 0.0 PE 0.00 37 113.4 2.07 T 2.7 0.11846 PF 0.32 10.84 PV= , 0.79 A 4.5 PT 11.31 38 A04 17.9=5.46(10.78)1.5 F 12.0 PE 0.00 38 131.3 2.47 IT T 16.5 0.06541 PF 1.08 8.80 PV= 0.52 PT 12.38 91 X -main Jct K -factor for branchline nc. 3 = 13.1.31(12.38)".5 = 37.31 Sheet 9 off 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 4 C = 120 A 0.9 F'T 8.04 39 SP3 14.7=5.18(6.04)'`.5 F 0.0 PE 0.00 39 14.7 1.05 T 0.9 0.07363 PF 0.07 5.46 A 10.0 PT 8.11 40 A06 15.3=5.47(7.837".5 F 0.0 PE 0.00 40 30.0 1.38 T 10.0 0.07250 FF 0.73 6.44 PV= 0.28 A 2.4 PT 8.83 41 A06 15.9=5.47(8.48)•.5 F 0.0 PE 0.00 41 45.9 1.61 T 2.4 0.07523 PF 0.18 7.24 PV= 0.35 A 7.6 PT 9.01 42 SP3 15.0=5.18(8.39)".5 F 0.0 PE 0.00 42 61.0 1.61 T 7.6 0.12696 PF 0.96 9.61 PV= 0.62 A 5.7 PT 9.98 43 A06 17.0=5.47(9.60)A.5 F 0.0 PE 0.00 43 77.9 2.07 T 5.7 0.05921 PF 0.34 7.45 PV= 0.37 A 4.3 PT 10.31 44 SP3 16.2=5.18(9.777-.5 F 0.0 PE 0.00 44 94.1 2.07 T 4.3 0.08398 PF 0.36 9.00 PV= 0.54 A 3.3 PT 10.67 45 A06 17.2=5.47(9.91)A.5 F 0.0 PE 0.00 45 111.3 2.07 T 3.3 0.11461 PF 0.38 10.65 PV= 0.76 A 2.3 PT 11.05 46 SP3 16.9=5.18(10.56)A.5 F 12.0 PE 0.00 46 128.2 2.47 1T T 14.3 0.06259 PF 0.90 8.59 PV= 0.50 PT 11.95 47 X -main Jct K -factor for branchline no. 4 = 128.2/(11.95)'.5 = 37.09 ranchline No. 5 C = 120 A 5.2 PT 7.64 47 End head 15.4=5.55(7.64)'.5 F 4.0 PE -0.65 (EL= -1.50 ft) 47 15.4 1.05 2E T 9.2 0.07968 PF 0.73 5.70 A 9.2 FT 7.73 48 15.1=5.55(7.44)".5 F 9.0 PE -1.73 (EL= -4.00 ft) 48 30.5 1.38 3E T 18.2 0.07461 PF 1.36 6.54 PV= 0.29 A 8.9 PT 7.35 49 14.7=5.55(7.01)".5 F 16.0 PE -1.21 (EL= -2.80 ft) 49 45.2 1.61 2E IT T 24.9 0.07293 PF 1.82 7.12 PV= 0.34 PT 7.95 51 X -main Jct K -factor for branchline no. 5 = 45.2/(7.95)A.5 = 16.03 Sheet I() of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flaw Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flaw Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline Nc. 6 C = 12� A 4.0 PT 10.24 50 A05 33.7=10.53(10.24)".5 F 0.0 PE 0.00 50 33.7 1.05 T 4.0 0.34167 PF 1.37 12.51 A 9.0 PT 11.60 51 BL5 53.5=16.03(11.14)".5 F 10.0 PE 0.00 51 87.2 2.07 IT T 19.0 0.07290 PF 1.39 8.34 PV= 0.47 A 21.8 PT 12.99 52 F 5.0 PE -0.22 (EL= -0.50 ft) 52 87.2 2.07 IE T 26.8 0.07290 PF 1.95 8.34 A 13.5 PT 14.73 53 F 12.0 PE 0.00 53 87.2 2.47 IT T 25.5 0.03068 PF 0.78 5.84 PT 15.51 92 X -main Jct K -factor for branchline no. 6 = 87.2/(15.51)".5 = 22.14 ranchline No. 7 C = 120 A 1.0 PT 7.95 54 DR2 16.0=5.66(7.95)".5 F 0.0 FE 0.00 54 16.0 1.05 T 1.0 0.08576 PF 0.09 5.93 A 11.0 PT 8.04 55 SF4 14.7=5.28(7.74)".5 F 0.0 PE 0.00 55 30.7 1.38 T 11.0 0.07546 PF 0.83 6.58 PV= 0.29 A 1.0 PT 8.87 56 DR2 16.5=5.66(8.49)'.5 F 0.0 PE 0.00 56 47.2 1.61 T 1.0 0.07900 PF 0.08 7.43 PV= 0.37 A 9.3 PT 8.94 57 SP2 15.3=5.31(8.29)".5 F 0.0 PE 0.00 57 62.5 1.61 T 9.3 0.13282 PF 1.24 9.84 PV= 0.65 A 1.7 PT 10.18 58 SP2 16.6=5.31(9.80)".5 F 0.0 PE 0.00 58 79.1 2.07 T 1.7 0.06086 PF 0.10 7.56 PV= 0.38 A 7.7 PT 10.28 59 DR2 17.7=5.66(9.71)".5 F 0.0 PE 0.00 59 96.7 2.07 T 7.7 0.08833 PF 0.68 9.25 PV= 0.58 A 2.7 PT 10.96 60 SP3 16.5=5.18(10.17)".5 F 0.0 PE 0.00 60 113.3 2.07 T 2.7 0.11829 PF 0.32 10.83 PV= 0.79 A 4.5 PT 11.28 61 A04 17.9=5.46(10.76)A.5 F 12.0 PE 0.00 61 131.2 2.47 1T T 16.5 0.06531 PF 1.08 8.79 PV= 0.52 PT 12.36 93 X -main Jct K -factor for branchline no. 7 = 131.2/(12.36)1.5 = 37.32 Sheet 11 of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flow Dia. Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline Na. 8 C = 120 A 0.9 PT 8.04 62 SP3 14.7=5.18(8.04)'.5 F 0.0 PE 0.00 62 14.7 1.05 T 0.9 0.07363 PF 0.07 5.46 A 10.0 PT 8.11 63 DR4 15.4=5.50(7.82)".5 F 0.0 PE 0.00 63 30.1 1.38 T 10.0 0.07285 PF 0.73 6.45 PV= 0.28 A 2.4 PT 8.83 64 DR4 16.0=5.50(8.48)1.5 F 0.0 PE 0.00 64 46.1 1.61 T 2.4 0.07572 PF 0.18 7.26 PV= 0.36 A 7.6 PT 9.02 65 SP3 15.0=5.18(8.39)".5 F 0.0 PE 0.00 65 61.1 1.61 T 7.6 0.12758 PF 0.97 9.63 PV= 0.62 A 5.7 PT 9.99 66 DR4 17.1=5.50(9.61)'.5 F 0.0 PE 0.00 66 78.2 2.07 T 5.7 0.05957 PF 0.34 7.47 PV= 0.38 A 4.3 PT 10.:2 67 SP3 16.2=5.18(9.78)1.5 F 0.0 PE 0.00 67 94.4 2.07 T 4.3 0.08441 PF 0.36 9.02 PV= 0.55 A 3.3 PT 10.69 68 DR4 17.3=5.50(9.92)1.5 F 0.0 PE 0.00 68 111.7 2.07 T 3.3 0.11529 PF 0.38 10.68 PV= 0.77 A 2.3 PT 11.07 69 SP3 16.9=5.18(10.57)1'.5 F 12.0 PE 0.00 69 128.6 2.47 IT T 14.3 0.06293 PF 0.90 8.61 PV= 0.50 PT 11.97 95 k -main Jct K -factor for branchiine no. B = 128.6/(11.97)1`.5 = 37.17 Sheet 12 of ( 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 9 0 = 120 A 1.0 PT 7.95 70 A07 15.8=5.61(7.95)A.5 F 0.0 PE 0.00 70 15.8 1.05 T 1.0 0.08433 PF 0.08 5.87 A 11.0 PT 8.04 71 SP4 14.7=5.28(7.75)^.5 F 0.0 PE 0.00 71 30.5 1.38 T 11.0 0.07479 PF 0.82 6.55 PV= 0.29 A 1.0 PT 8.86 72 A07 16.4=5.61(8.49)`".5 F 0.0 PE 0.00 72 46.9 1.61 T 1.0 0.07807 PF 0.08 7.39 PV= 0.37 A 9.3 PT 8.94 73 SP2 15.3=5.31(8.29)^.5 F 0.0 PE 0.00 73 62.2 1.61 T 9.3 0.13163 PF 1.22 9.80 PV= 0.65 A 1.7 PT 10.16 74 SP2 16.6=5.31(9.78)^.5 F 0.0 PE 0.00 74 78.8 2.07 T 1.7 0.06041 PF 0.10 7.53 PV= 0.38 A 7.7 PT 10.26 75 A07 17.5=5.61 (9.69)``.5 F 0.0 PE 0.00 75 96.2 2.07 T 7.7 0.08751 PF 0.67 9.20 PV= 0.57 A 2.7 PT 10.94 76 SP3 16.5=5.18(10.15)'.5 F 0.0 PE 0,00 76 112.8 2.07 T 2.7 0.11731 PF 0.32 10.78 PV=, 0.78 A 4.5 PT 11.25 77 A08 18.6=5.67(10.73)"'.5 F 12.0 PE 0.00 77 131.3 2.47 IT T 16.5 0.06546 PF 1.08 8.60 PV= 0.52 PT 12.33 96 X -main Oct K. -factor for branchiine no. 9 = 131.3/(12.33)^.5 = 37.39 Sheet (3 of ► 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TLUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchiine No. 10 C = 120 A 0.9 PT 8.04 78 SP3 14.7=5.18(8.04)''.5 F 0.0 PE 0.00 78 14.7 1.05 T 0.9 0.07363 PF 0.07 5.46 A 10.0 PT 8.11 79 A08 15.9=5.67(7.82)".5 F 0.0 PE 0.00 79 30.6 1.38 T 10.0 0.07496 PF 0.75 6.55 PV= 0.29 A 2.4 PT 8.B5 80 A08 16.5=5.67(8.48)'`.5 F 0.0 PE 0.00 80 47.1 1.61 T 2.4 0.07871 PF 0.19 7.42 PV= 0.37 A 7.6 PT 9.04 81 SP3 15.0=5.18(8.40)".5 F 0.0 PE 0.00 61 62.1 1.61 T 7.6 0.13141 PF 1.00 9.79 PV= 0.64 A 5.7 PT 10.04 82 A08 17.6=5.67(9.65)".5 F 0.0 PE 0.00 82 79.7 2.07 T 5.7 0.06177 PF 0.35 7.62 PV= 0.39 A 4.3 PT 10.39 8: SP3 16.3=5.18(9.83)''.5 F 0.0 PE 0.00 83 96.0 2.07 T 4.3 0.08706 PF 0.37 9.18 PV= 0.57 A 3.3 PT 10.77 84 A08 17.9=5.67(9.97)".S F 0.0 PE 0.00 94 113.9 2.07 T 3.3 0.11948 PF 0.39 10.89 PV= 0.80 A 2.3 PT 11.16 85 SP3 16.9=5.18(10.65)".5 F 12.0 PE 0.00 85 130.8 2.47 IT T 14.3 0.06497 PF 0.93 8.76 PV= 0.52 PT 12.09 96 X -rain Jct K -factor for branchline no. 10 = 130.8/(12.09)".5 = 37.61 ranchiine No. 11 C = 120 A 1.7 F`T 8.08 86 SP3 14.7=5.18(8.08)A.5 F 0.0 PE 0.00 86 14.7 2.07 T 1.7 0.00272 PF 0.00 1.41 A 7.7 PT 8.09 87 DRS 16.2=5.71(8.03)`".5 F 0.0 PE 0.00 87 30.9 2.07 T 7.7 0.01071 PF 0.08 2.96 PV= 0.06 A 2.7 PT 8.17 88 SP3 14.7=5.1B(8.04)".5 F 0.0 PE 0.00 38 45.6 2.07 T 2.7 0.02199 PF 0.06 4.36 PV= 0.13 A 4.5 PT 8.'3 89 DR4 15.7=5.50(8.11)'`.5 F 12.0 PE 0.00 89 61.3 2.47 1T T 16.5 0.01598 PF 0.26 4.11 PV= 0.11 PT 8.49 97 X -main Jct K -factor for branchline no. 11 = 61.3/(8.49)".5 = 21.04 Sheet I L. of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE Tjf:WILA. 'v;AS'r.INe uN ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes 'css main A C = 120 A 8.0 PT 19.70 90 BL1 + BL2 258.1=58.15(19.70)'.5 F 0.0 PE 0.00 90 258.1 4.26 T 8.0 0.01604 PF 0.13 5.81 A 2.5 PT 19.82 91 BL: 163.6=37.31(19.22)^.5 F 0.0 PE 0.00 91 421.6 4.26 T 2.5 0.03977 PF 0.10 9.49 PV= 0.61 A 5.5 PT 19.92 92 BL6 96.5=22.14(19.01)".5 F 0.0 PE 0.00 92 518.2 4.26 T 5.5 0.05823 PF 0.32 11.66 PV= 0.92 A 1.5 PT 20.24 93 BL7 161.3=37.32(18.67)".5 F 0.0 PE 0.00 93 679.4 4.26 T 1.5 0.09613 PF 0.14 15.29 PV= 1.57 A 2.5 PT 20.39 94 F 0.0 PE 0.00 94 679.4 4.26 T 2.5 0.09613 PF 0.24 15.29 A 4.3 PT 20.63 95 BLS 166.8=37.17(20.14)".5 F 0.0 PE 0.00 95 846.2 6.36 T 4.3 0.02054 PF 0.09 8.55 PV= 0.49 A 9.2 PT 20.72 96 BL9 + BL10 3333.4=75.00(19.76)^.5 F 0.0 PE 0.00 96 1179.6 6.36 T 9.2 0.0379B PF 0.35 11.92 PV= 0.96 A 29.5 FT 21.07 97 BL11 94.0=21.04(19.95)'`.5 F 0.0 PE 0.00 97 1273.6 6.36 T 29.5 0.04:76 PF 1.29 12.87 PV= 1.12 A 50.5 PT 22.76 98 F 31.4 PE 0.00 98 1273.6 6.36 1VT T 81.9 0.34:76 PF 3.53 12.87 PT 25.94 99 Bulk Jct K -factor Tar Cress main A = i273.8!(25.94)'.5 = 250.06 Sheet 15 of'%' Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TJKWILA, W SHI'i3TON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ulk C = 120 A 54.4 PT 25.94 99 CM A 1273.6=250.06(25.94)1..5 F 56.6 PE -5.21 (EL= -12.04 ft) 99 1273.6 6.36 1VT 2VE T 111.0 0.04376 PF 4.86 12.87 A 24.2 PT 25.58 100 F 14.5 PE 0.00 00 1273.6 0.25 1VE T 38.7 0.01231 FF 0.48 7.65 PT 26.06 101 Top of Riser iser C = 120 A 22.3 PT 26.06 101 Top of Riser F 28.9 PE 9.63 (EL= 22.25 ft) 01 1273.6 8.25 1ALV 16V T 51.2 0.01231 PF 0.63 7.65 PT 36.32 102 F & 8 nder ground C = 140 A 198.0 PT 36.33 102 F & S 150.0 gpm = Hose F 139.1 PE 0.00 02 1423.6 10.40 2LTE 2GV T 337.1 0.00368 PF 9.24 5.38 1BKF = 8.00# 1T 1B1F A 0.0 PT 45.56 103 500.0 qpm = Hose F 0.0 PE 0.00 03 1923.6 10.40 T 0.0 0.00000 PF 0.00 7.27 PT 45.56 104 Supply Jct vailable flow at 45.56 psi is 4235.6 gpm which is 2312.0 qpm from curve. upply pressure available with 1923.6 gpm flowing is 126.52 psi, hus system requirement is 80.95 psi below supply curve. (64.0%) Sheet Itp of 17 Grinnell Fire Protection Systems, Anchorage Description of Fitting abbreviations Code Descriptior T Tee E Ninety degree elbow LTE Long turn ninety degree elbow VT Victauli: tee VE Victaulic ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description AO Arm -over DR Drop SP Sprig DL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length seer, i7 D /7 14 .� 6 C ,J0 g0 x r 1 z CI III -') -- -- cgn — T— ? r o Z f.. — c1- -- ....1. C- Sheet I of 11 HYDRAULIC CALCULATIONS Grinnell Fire Protection Systems, Anchorage Date 01/10/90 -ob_ _ THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON Authority having Jurisdiction Washington Surveying & Rating Bureau OccupancyLIB1,14--HAi*RtORbiA/r9-rt'7 /i-slz.an,) Density 0.13 apm/sp.ft. Area of Application 3000 sa.ft. Coverage per Sprinkler __ _ VARIES System type_ _ Wet Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose Water Supply _ 151.00 psi Static, 85.00 psi Residual @ 388.0 gpm Demand __ _ _ 42.65 psi 8 1033.4 rpm F & S 51.53 psi 1683.4 gpm a@ Supply 131.87 psi available @ 1683.4 gpm Demand is below curve by 80.34 psi Sprinklers _ _ F950 SSU - F950 SSP 1/2 CALCULATING ABOVE AND BELOW FOR AREAS WITH NON -RATED CEILINGS. is F: D: THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON Sheet 2 of 17 Static = 151.00 psi Residual = 85.00 psi at a flow of 3288.0 gpm Demand at FSS = 42.65 psi with 1033.4 gpm flowing. System demand = 51.53 psi with 1683.4 gpm flawing. Pressure available = 131.87 psi when 1683.4 gpm is flowing. Demand is below curve by 80.34 psi. (60.9%) SI Multiply pressure scale by 20 N1.85 Graph 0 'T T. T T"' T T T T T 9 8 7 6 5 4 F 2 i 1 ■ D 1 0-1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 GPM Multiply flow scale by 400 Sheet 3 of `i Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWIL A, WASHINGTON 'ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Top 1 C = 120 A 0.8 PT 7.00 1 14.7=5.55(7.00)".5 F 5.0 PE -0.32 (EL= -0.75 ft) 1 14.7 1.05 1T T 5.8 0.07347 PF 0.43 5.45 PT 7.10 24 81 Jct K -factor for drop 1 = 14.7/(7.10)".5 = 5.52 at Hyd Ref Pts 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 )rop 2 C = 120 A 0.8 PT 8.71 2 16.4=5.55(8.71)A.5 F 5.0 PE -0.32 (EL= -0.75 ft) 2 16.4 1.05 1T T 5.8 0.08994 PF 0.52 6.08 PT 8.91 3 81 Jct K -factor for drop 2 = 16.4/(8.91)".5 = 5.50 ;prig 1 A 0.7 PT 7.00 3 14.7=5.55(7.00)".5 F 5.0 PE 0.29 3 14.7 1.05 1T T 5.7 0.07347 PF 0.42 5.45 PT 7.71 24 K -factor for sprig 1 = 14.7/(7.71)".5 = 5.29 at Hyd Ref Pts 24 33 Sprig 2 _ A 1.0 PT 7.00 4 14.7=5.55(7.00)".5 F 5.0 PE 0.43 4 14.7 1.05 1T T 6.0 0.07347 FF 0.44 5.45 PT 7.87 25 K -factor for sprig 2 = 14.7/(7.87)".5 = 5.24 Sprig 3 A 1.3 PT 7.00 5 C = 120 (EL= 0.67 ft) 81 Jct C = 120 (EL= 1.00 ft) 81 Jct C = 120 14.7=5.55(7.00)A.5 F 5.0 PE 0.58 (EL= 1.33 ft) 5 14.7 1.05 IT T 6.3 0.07347 PF 0.46 5.45 PT 8.04 26 B1 Jct K -factor for sprig 3 = 14.7/(8.04)".5 = 5.18 Sprig 4 A 1.8 PT 7.00 6 14.7=5.55(7.00)".5 F 5.0 FE 0.76 6 14.7 1.05 IT.T 6.8 0.07347 PF 0.50 PT 8.26 27 K -factor for sprig 4 = 14.7/(8.26)A.5 = 5.12 5.45 C = 120 (EL= 1.75 ft) B1 Jct Sheet 2+ of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TU}(t ILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes prig 5 C = 120 A 2.3 PT 7.00 7 14.7=5.55(7.00)1.5 F 5.0 PE 0.97 (EL= 2.25 ft) 7 14.7 1.05 1T T 7.3 0.07347 PF 0.54 5.45 PT 8.51 28 81 Jct K -factor for sprig 5 = 14.7/(8.51)`•.5 = 5.04 at Hyd Ref Pts 28 57 prig 6 A 2.6 PT 7.00 8 14.7=5.55(7.00)1.5 F 5.0 PE 1.12 8 14.7 1.05 1T T 7.6 0.07347 PF 0.56 5.45 PT 8.68 44 K -factor for sprig 6 = 14.7/(8.68)1.5 = 4.99 at Hvd Ref Pts 44 58 ;prig 7 A 2.9 PT 7.00 9 ~---14.7=5.55(7.00)^.5 F 5.0 PE 1.26 9 14.7 1.05 IT T 7.9 0.07347 PF 0.58 5.45 PT 8.84 45 K -factor for sprig 7 = 14.7/(8.84)1%5 = 4.94 at Hyd Ref Pts 45 59 :prig 8 A 3.2 PT 7.00 10 14.7=5.55(7.00)'.5 F 5.0 PE 1.37 10 14.7 1.05 iT T 8.2 0.07347 PF 0.60 5.45 PT 8.98 46 K -factor for sprig 8 = 14.7/(8.98)".5 = 4.91 at Hyd Ref Pts 46 60 :,prig 9 _ A 0.8 PT 7.00 11 14.7=5..55(7.00)1•.5 F 5.0 PE 0.36 11 14.7 1.05 IT T 5.8 0.07347 PF 0.43 PT 7.79 29 K -factor for sprig 9 = 14.7/(7.79)".5 = 5.27 at Hyd Ref Pts 29 61 Sprig 10 A 1.2 PT 7.00 12 14.7=5.55(7.00)^.5 F 5.0 PE 0.51 12 14.7 1.05 1T T 6.2 0.07347 PF 0.46 PT 7.96 30 5.45 C = 120 (EL= 2.58 ft) 81 Jct 5.45 C = 120 (EL= 2.92 ft) 81 Jct C = 120 (EL= 3.17 ft) 81 Jct C = 120 (EL= 0.83 ft) 81 Jct C = 120 (EL= 1.17 ft) 81 Jct Sheet 5 of 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON .ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes prig it C = 120 A 1.7 PT 7.00 13 14.7=5.55(7.00)'`.5 F 5.0 PE 0.72 (EL= 1.67 ft) 13 14.7 1.05 1T T 6.7 0.07347 PF 0.49 5.45 PT E.22 31 81 Jct K -factor for sprig 11 = 14.7/(8.22)'.5 = 5.13 at Hyd Ref Pts 31 37 prig 12 C = 120 A 1.9 PT 7.00 14 14.7=5.55(7.00)^.5 F 5.0 PE 0.83 (EL= 1.92 ft) 14 14.7 1.05 1T T 6.9 0.07347 PF 0.51 5.45 PT 8.34 32 B1 Jct K -factor for sprig 12 = 14.7/(8.34)".5 = 5.09 at Hyd Ref Pts 32 38 sprig 13 A 2.1 PT 7.00 15 14.7=5.55(7.00)".5 F 5.0 PE 0.90 15 14.7 1.05 1T T 7.1 0.07347 PF 0.52 5.45 PT 8.42 16 K -factor for sprig 13 = 14.7/(8.42)1.5 = 5.07 :prig 14 A 3.3 PT 7.00 16 14.7=5.55(7.00)'.5 F 5.0 PE 1.41 16 14.7 1.05 IT T 8.3 0.07347 PF 0.61 PT 9.02 17 K -factor for sprig 14 = 14.7/(9.02)'•.5 = 4.90 :prig 15 C = 120 (EL= 2.08 ft) 81 Jct C = 120 (EL= 3.25 ft) 5.45 81 Jct A 0.9 PT 7.00 17 14.7=5.55(7.00)^.5 F 5.0 PE 0.40 17 14.7 1.05 1T T 5.9 0.07347 PF 0.43 5.45 PT 7.83 34 K -factor for sprig 15 = 14.7/(7.83)A.5 = 5.25 3prig 16 A 1.1 PT 7.00 18 14.7=5.55(7.00)A.5 F 5.0 PE 0.47 18 14.7 1.05 IT T 6.1 0.07347 PF 0.45 5.45 PT 7.92 35 K -factor for sprig 16 = 14.7/(7.92)1.5 = 5.22 0 = 120 (EL= 0.92 ft) 81 Jct C = 120 (EL= 1.08 ft) 81 Jct Sheet tP of 11 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TU WILA, WASHINGTJN ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes .prig 17 C = 120 A 1.4 PT 7.00 19 14.7=5.55(7.00)A.5 F 5.0 PE 0.61 (EL= 1.42 ft) 19 14.7 1.05 IT T 6.4 0.07347 PF 0.47 5.45 PT 8.09 36 81 Jct K -factor for sprig 17 = 14.7/(8.09)"-.5 = 5.17 ;prig 18 C = 120 A 2.2 PT 8.34 20 16.0=5.55(8.34)^.5 F 5.0 PE 0.94 (EL= 2.17 ft) 20 16.0 1.05 1T T 7.2 0.08640 PF 0.62 5.95 PT 9.90 68 B1 Jct K -factor for sprig 18 = 16.0/(9.90)^.5 = 5.08 ;prig 19 C = 120 A 2.6 PT 8.34 21 16.0=5.55(8.34)".5 F 5.0 PE 1.12 (EL=. 2.58 ft) 21 16.0 1.05 1T T 7.6 0.08640 PF 0.66 5.95 PT 10.11 69 81 Jct K -factor for sprig 19 = 16.0/(10.11)''.5 = 5.03 :prig 20 A 3.0 PT 8.34 22 16.0=5.55(8.34)°'.5 F 5.0 PE 1.30 22 16.0 1.05 IT T 8.0 0.08640 PF 0.69 PT 10.33 70 K -factor for sprig 20 = 16.0/(10.33)".5 = 4.98 at Hyd Ref Pts 70 72 Sprig 21 A 3.4 PT 8.34 23 16.0=5.55(8.34)A.5 F 5.0 PE 1.48 23 16.0 1.05 1T T 8.4 0.08640 PF 0.73 PT 10.55 71 K -factor for sprig 21 = 16.0/(10.55)^.5 = 4.93 at Hyd Ref Pts 71 73 5.95 5.95 C = 120 (EL= 3.00 ft) 81 Jct C = 120 (EL= 3.42 ft) B1 Jct lrm-over 1 C = 120 _ =A 1.0 P1 7.71 24 DR1 + SP1 30.0=10.81(7.71)^.5 F 5.0 PE 0.00 24 30.0 1.05 1T T 6.0 0.27579 PF 1.65 11.14 PT 9.36 39 81 Jct K -factor for arm -over 1 = 30.0/(9.36)^.5 = 9.80 at Hyd Ref Pts 39 47 Sheet 7 of'? Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUK4; I LA. WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ;rm-aver 2 A 1.0 PT 7.87 25 30.2=10.76(7.87)1'.5 F 5.0 PE 0.00 25 30.2 1.05 1T T 6.0 0.27857 PF 1.67 11.20 PT 9.55 40 K -factor for arm -aver 2 = 30.2/(9.55)1.5 = 9.77 at Hyd Ref Pts 40 48 C = 120 DR1 + SP2 81 Jct rm-over 3 C = 120 A 1.0 PT 8.04 26 DRI + SP3 30.4=10.70(8.04)".5 F 5.0 PE 0.00 26 30.4 1.05 1T T 6.0 0.28133 PF 1.69 11.26 PT 9.73 41 81 Jct K -factor for arm -over 3 = 30.4/(9.73)".5 = 9.75 at Hyd Ref Pts 41 49 arm -over 4 A 1.0 PT 8.26 27 30.6=10.63(8.26)1.5 F 5.0 PE 0.00 27 30.6 1.05 1T T 6.0 0.28495 PF 1.71 11.34 PT 9.97 42 K -factor for arm -over 4 = 30.6/(9.97)1.5 = 9.69 at Hyd Ref Pts 42 50 C = 120 DR1 + SP4 B1 Jct ,rm-over 5 C = 120 A 1.0 PT 8.51 28 DRI + SP5 30.8=10.56(8.51)1.5 F 5.0 PE 0.00 28 30.8 1.05 IT T 6.0 0.28915 PF 1.73 11.43 PT 10.25 43 B1 Jct K -factor for arm -over 5 = 30.8/(10.25)".5 = 9.62 at Hyd Ref Pts 43 51 trm-over 6 A 1.2 PT 7.79 29 30.1=10.78(7.79)^.5 F 5.0 PE 0.00 29 30.1 1.05 IT T 6.2 0.27710 PF 1.72 11.17 PT 9.50 53 K -factor for arm -over 6 = 30.1/(9.50)1.5 = 9.76 ►rm-over 7 A 1.2 PT 7.96 30 30.3=10.73(7.96)".5 F 5.0 PE 0.00 30 30.3 1.05 IT T 6.2 0.28004 PF 1.74 11.24 PT 9.70 54 K -factor for arm -over 7 = 30.3/(9.70)A.5 = 9.73 C = 120 DR1 + SP9 B1 Jct C = 120 DRI + SF10 131 Jct Sheet 81 of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) ,rm-over 8 A 1.2 PT 8.22 31 30.5=10.65(6.22)^.5 F 5.0 PE 0.00 31 30.5 1.05 1T T 6.2 0.28425 PF 1.76 11.33 PT 9.98 55 K -factor for arm -over 8 = 30.5/(9.98)".5 = 9.66 Notes C = 120 DR1 + SP11 131 Jct arm -over 9 C = 120 A 1.2 PT 8.34 32 DR1 + SP12 30.6=10.61(8.34)^.5 F 5.0 PE 0.00 32 30.6 1.05 1T T 6.2 0.28629 PF 1.77 11.37 PT 10.11 56 81 Jct K -factor for arm -over 9 = 30.6/(10.11)^.5 = 9.62 ;rm-over 10 A 0.5 PT 7.71 33 30.0=10.61(7.71)^.5 F 5.0 PE 0.00 33 30.0 1.05 iT T 5.5 0.27579 PF 1.52 11.14 PT 9.23 62 K -factor for arm -over 10 = 30.0/(9.23)".5 = 9.88 :rm-over 11 A 0.5 PT 7.83 34 30.1=10.77(7.63)^.5 F 5.0 PE 0.00 34 30.1 1.05 1T T 5.5 0.27786 PF 1.53 11.19 PT 9.36 63 K -factor for arm -over 11 = 30.1!(9.36)^.5 = 9.84 :rm-over 12 A 0.5 PT 7.92 35 30.2=10.74(7.92)°.5 F 5.0 PE 0.00 35 30.2 1.05 1T T 5.5 0.27928 PF 1.54 11.22 PT 9.45 64 K -factor for arm -over 12 = 30.2/(9.45)^.5 = 9.82 :rm-over 13 A 0.5 PT 8.09 36 30.4=10.69(8.09)^.5 F 5.0 PE 0.00 36 30.4 1.05 1T T 5.5 0.28210 PF 1.55 11.28 PT 9.64 65 K -factor for arm -over 13 = 30.4/(9.64)^.5 =•9.79 C = 120 DR1 + SP1 B1 Jct C = 120 DR1 + SP15 B1 Jct C = 120 DR1 + SP16 131 Jct C = 120 DRI + SP17 81 Jct Sheet (i of i7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) rm-over 14 A 0.5 FT 6.22 37 330.5=10.65(8.22)".5 F 5.0 PE 0.00 37 30.5 1.05 IT T 5.5 0.28425 PF 1.56 11.33 PT 9.78 66 K -factor for arm -over 14 = 30.5/(9.78)^.5 = 9.75 Irm-over 15 A 0.5 PT 8.34 3B 30.6=10.61(8.34)^.5 F 5.0 PE 0.00 38 30.6 1.05 1T T 5.5 0.28629 PF 1.57 11.37 PT 9.91 67 K -factor for arm -over 15 = 30.6/(9.91)''.5 = 9.72 Notes C = 120 DR1 + SP11 Bi Jct C = 120 DR1 + SP12 B1 Jct Sheet I O of J 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 1 C = 120 A 9.0 PT 9.36 39 A01 30.0=9.80(9.36)^.5 F 0.0 PE 0.00 39 30.0 1.05 T 9.0 0.27552 PF 2.48 11.14 A 8.0 FT 11.84 40 A02 31.9=9.77(10.66)".5 F 0.0 PE 0.00 40 61.9 1.38 8.0 0.27682 PF 2.21 13.28 PV= 1.19 A 12.0 PT 14.06 41 A03 34.5=9.75(12.51)^.5 F 0.0 PE 0.00 41 96.4 1.61 T 12.0 0.29636 PF 3.56 15.19 PV= 1.55 A 12.0 PT 17.61 42 A04 39.4=9.69(16.48)".5 F 0.0 PE 0.00 42 135.7 2.07 T 12.0 0.16535 PF 1.98 12.98 PV= 1.13 A 8.0 PT 19.60 43 A05 40.5=9.622(17.69)".5 F 0.0 PE 0.00 43 176.2 2.07 T 8.0 0.26796 PF 2.14 16.85 PV= 1.91 A 9.0 PT 21.74 44 SP6 22.0=4.99(19.33)A.5 F 0.0 PE 0.00 44 198.2 2.07 T 9.0 0.33294 PF 3.00 18.94 PV= 2.42 A 9.0 PT 24.74 45 SP7 23.8=4.94(23.25)".5 F 0.0 PE 0.00 45 222.0 2.47 T 9.0 0.17288 PF 1.56 14.88 PV= - 1.49 A 0.8 PT 26.29 46 SP8 24.3=4.91(24.46)^.5 F 12.0 PE 0.00 46 246.3 2.47 1T T 12.8 0.20947 PF 2.68 16.50 PV= 1.83 PT 28.98 74 X -main Jct K -factor for branchline no. 1 = 246.3/(28.98)".5 = 45.76 Sheet ) I of 1 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWIL A, WASNINCT0N ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 2 C = 120 A 9.0 PT 9.36 47 A01 30.0=9.80(9.36)A.5 F 0.0 PE 0.00 47 30.0 1.05 T 9.0 0.27552 PF 2.48 11.14 A 6.0 PT 11.84 48 A02 31.9=9.77(10.66)".5 F 0.0 PE 0.00 48 61.9 1.38 T 8.0 0.27662 PF 2.21 13.28 PV= 1.19 A 12.0 PT 14.06 49 A03 34.5=9.75(12.51)".5 F 0.0 PE 0.00 49 96.4 1.61 T 12.0 0.29636 PF 3.56 15.19 PV= 1.55 A 12.0 PT 17.61 50 A04 39.4=9.69(16.46)".5 F 0.0 PE 0.00 50 135.7 2.07 T 12.0 0.16535 PF 1.98 12.98 PV= 1.13 A 21.0 PT 19.60 51 A05 40.5=9.62(17.69)^.5 F 0.0 PE 0.00 51 176.2 2.07 T 21.0 0.26796 PF 5.63 16.85 PV= 1.91 A 5.6 PT 25.23 52 F 12.0 PE 0.00 52 176.2 2.47 IT T 17.6 0.11277 PF 1.98 11.81 PT 27.21 75 X -main Jct K -factor for branchline no. 2 = 176.2/(27.21)".5 = 33.78 Sheet 12 off 7 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TJKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 3 C = 120 A 9.0 PT 9.50 53 A06 30.1=9.76(9.50)'.5 F 0.0 PE 0.00 53 30.1 1.05 T 9.0 0.27722 PF 2.49 11.17 A 12.0 PT 12.00 54 A07 32.0=9.73(10.81)4.5 F 0.0 PE 0.00 54 62.1 1.38 T 12.0 0.27825 PF 3.34 13.32 PV= 1.19 A 7.0 PT 15.34 55 A08 35.8=9.66(13.74)".5 F 0.0 PE 0.00 55 97.9 1.61 T 7.0 0.30489 PF 2.13 15.42 PV= 1.60 A 4.0 PT 17.47 56 A09 38.9=9.62(16.32)".5 F 0.0 PE 0.00 56 136.8 2.07 T 4.0 0.16765 PF 0.67 13.07 PV= 1.15 A 8.0 PT 18.14 57 SP5 20.6=5.04(16.62)".5 F 0.0 PE 0.00 57 157.3 2.07 T 8.0 0.21720 PF 1.74 15.04 PV= 1.52 A 9.5 PT 19.88 58 5P6 21.1=4.99(17.92)".5 F 0.0 PE 0.00 58 178.4 2.07 T 9.5 0.27423 PF 2.61 17.06 PV= 1.96 A 9.0 PT 22.49 59 SP7 22.1=4.94(20.01)".5 F 0.0 PE 0.00 59 200.5 2.07 T 9.0 0.34040 PF 3.06 19.17 PV= - 2.47 A 9.0 PT 25.55 60 SP8 24.1=4.91(24.03)".5 F 0.0 PE 0.00 60 224.6 2.47 T 9.0 0.17665 PF 1.59 15.05 PV= 1.52 A 0.8 PT 27.14 61 SP9 26.5=5.27(25.23)4.5 F 12.0 PE 0.00 61 251.1 2.47 IT T 12.8 0.21708 PF 2.78 16.82 PV= 1.90 PT 29.92 76 X -main Jct K -factor for branchline no. 3 = 251.1:(29.92)".5 = 45.91 Sheet 13 of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ranchline No. 4 C = 120 A 6.0 PT 9.23 62 A010 30.0=9.88(9.23)A.5 F 0.0 PE 0.00 62 30.0 1.05 T 6.0 0.27552 PF 1.65 11.14 A 5.0 PT 10.88 63 A011 30.7=9.84(9.74)A.5 F 0.0 PE 0.00 63 60.7 1.38 T 5.0 0.26691 PF 1.33 13.02 PV= 1.14 A 8.0 PT 12.21 64 A012 32.3=9.82(10.77)^.5 F 0.0 PE 0.00 64 93.0 1.61 T 8.0 0.27708 PF 2.22 14.65 PV= 1.44 A 4.0 PT 14.43 65 A013 35.9=9.79(13.41)A.5 F 0.0 PE 0.00 65 128.8 2.07 T 4.0 0.15008 PF 0.60 12.32 PV= 1.02 A 7.0 PT 15.03 66 A014 35.7=9.75(13.37)A.5 F 0..0 PE 0.00 66 164.5 2.07 T 7.0 0.23588 PF 1.65 15.72 PV= 1.66 A 6.5 PT 16.68 67 A015 36.6=9.72(14.19)A.5 F 0.0 PE 0.00 67 201.1 2.07 T 6.5 0.34214 PF 2.22 19.23 PV= 2.49 A 10.0 PT 18.91 68 SP18 21.2=5.08(17.41)".5 F 0.0 PE 0.00 68 222.3 2.47 T 10.0 0.17335 PF 1.73 14.90 PV= - 1.49 A 10.0 PT 20.64 69 SP19 21.8=5.03(18.84)".5 F 0.0 PE 0.00 69 244.1 2.47 T 10.0 0.20616 PF 2.06 16.36 PV= 1.80 A 10.0 PT 22.70 70 5P20 22.6=4.98(20.55)'`.5 F 0.0 PE 0.00 70 266.7 2.47 T 10.0 0.24279 PF 2.43 17.87 PV= 2.15 A 3.3 PT 25.13 71 SP21 23.4=4.93(22.59)``.5 F 12.0 PE 0.00 71 290.1 2.47 1T T 15.3 0.28369 PF 4.34 19.44 PV= 2.54 PT 29.47 77 X -main Jct K -factor for branchline no. 4 = 290.1/(29.47)^.5 = 53.44 ranchline No. 5 C = 120 A 10.0 PT 10.57 72 SP20 16.2=4.98(10.57)A.5 F 0.0 PE 0.00 72 16.2 2.47 T 10.0 0.00136 PF 0.01 1.08 A 3.3 PT 10.58 73 SP21 16.0=4.93(10.55)A.5 F 12.0 PE 0.00 73 32.2 2.47 1T T 15.3 0.00486 PF 0.07 2.16 PV= 0.03 PT 10.66 78 X -main Jct K -factor for branchline no. 5 = 32.2/(10.66)^.5 = 9.86 Sheet 1 `I of 17 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel. No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ross main A C = 120 A 6.0 PT 30.20 74 BL1 251.4=45.76(30.20)^.5 F 0.0 PE 0.00 74 251.4 6.36 T 6.0 0.00218 PF 0.01 2.54 A 6.3 PT 30.21 75 BL2 185.3=33.78(30.08)1.5 F 0.0 PE 0.00 75 436.7 6.36 T 6.3 0.00604 PF 0.04 4.41 PV= 0.13 A 12.3 PT 30.25 76 BL3 251.1=45.91(29.92)".5 F 0.0 PE 0.00 76 687.8 6.36 T 12.3 0.01400 PF 0.17 6.95 PV= 0.33 A 12.3 PT 30.42 77 BL4 291.5=53.44(29.76)^.5 F 0.0 PE 0.00 77 979.3 6.36 T 12.3 0.02692 PF 0.33 9.90 PV= 0.66 A 43.1 PT 30.75 78 BLS 54.0=9.86(30.02)^.5 F 0.0 PE 0.00 78 1033.4 6.36 T 43.1 0.02973 PF 1.28 10.45 PV= 0.73 A 10.9 PT 32.03 79 F 14.5 FE 0.00 79 1033.4 8.25 1VE T 25.4 0.00836 PF 0.21 6.20 PT 32.24 80 Bulk Jct K -factor for Cross main A = 1033.4/(32.24)".5 = 181.99 Sheet 15 of 1 Grinnell Fire Protection Systems, Anchorage Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - SECOND FLOOR MEZZANINE TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes ulk C = 120 __= A 27.3 PT 32.24 80 CM A 1033.4=1B1.99(32.24)".5 F 14.5 PE 0.00 BO 1033.4 8.25 1VE T 41.8 0.00836 PF 0.35 6.20 PT 32.59 81 Top of Riser iser C = 120 _=== A 22.3 PT 32.59 81 Top of Riser F 28.9 PE 9.63 (EL= 22.25 ft) 81 1033.4 8.25 1ALV 1GV T 51.2 0.00836 PF 0.43 6.20 PT 42.65 82 F & S nder ground C = 140 A 198.0 PT 42.65 82 F & 5 150.0 gpm = Hose F 139.1 PE 0.00 82 1183.4 10.40 2LTE 26V T 337.1 0.00261 PF 8.88 4.47 1BKF = 8.00# 1T 1BKF A 0.0 PT 51.53 83 500.0 gpm = Hose F 0.0 PE 0.00 83 1683.4 10.40 T 0.0 0.00000 PF 0.00 6.36 PT 51.53 84 Supply Jct vailable flow at 51.53 psi is 4104.2 gpm which is 2420.8 gpm from curve. upply pressure available with 1683.4 gpm flowing is 131.87 psi, hus system requirement is 80.33 psi below supply curve. (60.97.) Sheet Hp of 17 Grinnell Fire Protection Systems, Anchorage Description of Fitting abbreviations Code Description T Tee LTE Long turn ninety degree elbow VE Victaulic ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description AO Arm -over DR Drop SP Sprig BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 'r ^ ' QP Q RIsER UPPER F'1 E22 . ocF'(-E S /5"i-Et`i 5kET� o - uPRi6ro-rs ; I d - Lierued'fs 4 PEAtc -r MAID Also SER'LEs '4 6T C -r -R ID SEE OTHER s Kers-+-4 13 H5 Sheet of HYDRAULIC CALCULATIONS Grinnell Fire Protection Systems - Renton 875 SW 7th Street, Renton,WA 98055 (206)228-4610 Date 02/07/90 Job_ _ THOMPSON TILE edksT c a. t t� TUKWILA, WASHINGTON Authority having Jurisdiction_ Washington Surveying & Rating Bureau Occupancy ORDINARY GROUP 3 Density 0.39 gpm/sq.ft. Area of Application 5600 sq.ft. Coverage per Sprinkler _ _ _ _ 98.5 System type_ _ Wet Hose 150.0 gpm Inside Hose, 750.0 gpm Outside Hose Water Supply _ 151.00 psi Static, 85.00 psi Residual @ 3288.0 gpm Demand _ _ _ _ 65.56 psi @ 2327.8 gpm @ B.O.R. 77.01 psi @ 3227.8 gpm @ Supply 87.22 psi available @ 3227.8 gpm Demand is below curve by 10.21 psi for Remote Area 1 Sprinklers _ _ ISSUE C 17/32" . TTGRID2A 02/07/90 10:46am Sheet of 1 Pressure (PSI) Ch .CO 3 13 CO CO C9 C▪ O CO 3 CO 1 13 w C1 W 1-6 ul Oti Cwd9? nom 3 m m 3crl 3 Cu m 3 m Cu 3 co Cu m 3 m �a Cu 3 m L.) 3 3 3 3 • Static = 151.00 psi, Residual = 85.00 psi at a flow of 3288.0 gpm. Demand at F&S = 65.56 psi with 2327.8 gpm flowing. System demand = 77.01 psi with 3227.8 gpm flowing. Pressure available = 87.22 psi when 3227.8 gpm is flowing. Demand is below curve by 10.21 psi. (11.7%) aAJnD fi}iiiq j}1E'AU .Ahem (I{d7e45 S8' T N) Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee LTE Long turn ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 7TGRID2A 02/07/90 10:28am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 18 21.98 65.56 2327.8 77.01 3227.8 Split Pressure= 21.98 2 44 21.66 Grid Loss = 24.16 3 72 23.60 Avail @ Supply= 87.22 4 94 23.12 Below Curve = 10.21 5 125 27.40 2 1 18 22.01 65.29 2330.7 76.75 3230.7 Split Pressure= 22.01 2 43 21.68 Grid Loss = 23.84 3 71 23.70 Avail @ Supply= 87.11 4 93 23.12 Below Curve = 10.35 5 125 27.60 3 1 17 22.04 64.99 2333.2 76.46 3233.2 Split Pressure= 22.04 2 42 21.70 Grid Loss = 23.49 3 70 23.79 Avail @ Supply= 87.02 4 92 23.12 Below Curve = 10.56 5 125 27.79 Most demanding Remote Area is area number 1 TTGRID2A 02/07/90 10:58am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. This applies only to nodes within the grid itself. Any other calculated sections will use the calculated flows. Remote area number 1 includes nodes: 9-24 35-50 64-75 86-99 121-123 Remote area number 2 includes nodes: 8-23 34-49 63-74 85-98 120-122 Remote area number 3 includes nodes: 7-22 33-48 62-73 84-97 119-121 TTGRID2A 02/07/90 10:59am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Sheet of Elevation (ft) Comments 2 - 41.11 25.83 3 - 38.66 25.83 4 - 28.57 25.83 5 - 27.75 25.83 6 - 26.92 25.83 7 - 26.10 25.83 8 - 25.27 25.83 9 39.6 24.44 Orif= 8.00 25.83 10 39.0 23.77 Orif= 8.00 25.83 11 38.6 23.23 Orif= 8.00 25.83 12 38.2 22.80 Orif= 8.00 25.83 13 37.9 22.49 Orif= 8.00 25.83 14 37.7 22.26 Orif= 8.00 25.83 15 37.6 22.11 Orif= 8.00 25.83 16 37.5 22.03 Orif= 8.00 25.83 17 37.5 21.99 Orif= 8.00 25.83 18 37.5 21.98 Orif= 8.00 25.83 Split: Line 1 19 37.5 21.98 Orif= 8.00 25.83 20 37.5 21.99 Orif= 8.00 25.83 21 37.5 22.03 Orif= 8.00 25.83 22 37.6 22.12 Orif= 8.00 25.83 23 37.8 22.28 Orif= 8.00 25.83 24 37.9 22.47 Orif= 8.00 25.83 25 - 23.38 25.83 26 - 25.79 22.50 28 - 41.17 25.83 29 - 38.86 25.83 30 - 27.81 25.83 31 - 27.03 25.83 32 - 26.25 25.83 33 - 25.47 25.83 34 - 24.70 25.83 35 39.1 23.92 Orif= 8.00 25.83 36 38.6 23.28 Orif= 8.00 25.83 37 38.2 22.78 Orif= 8.00 25.83 38 37.9 22.39 Orif= 8.00 25.83 39 37.6 22.10 Or -if= 8.00 25.83 40 37.4 21.90 Orif= 8.00 25.83 41 37.3 21.77 Orif= 8.00 25.83 42 37.3 21.69 Orif= 8.00 25.83 43 37.2 21.66 Orif= 8.00 25.83 44 37.2 21.66 Orif= 8.00 25.83 Split: Line 2 45 37.2 21.66 Orif= 8.00 25.83 46 37.2 21.68 Orif= 8.00 25.83 47 37.3 21.73 Orif= 8.00 25.83 48 37.4 21.82 Orif= 8.00 25.83 49 37.5 21.97 Orif= 8.00 25.83 50 37.7 22.20 Orit= 8.00 25.83 TTGRID2A 02/07/90 10:59am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Sheet of Elevation (ft) Comments 51 - 24.85 22.50 52 - 25.87 22.50 54 - 41.37 25.83 55 - 39.58 25.83 56 - 30.19 25.83 57 - 29.59 25.83 58 - 28.99 25.83 59 - 28.47 25.83 60 - 27.96 25.83 61 - 27.27 25.83 62 - 26.59 25.83 63 - 25.90 25.83 64 40.2 25.21 Orif= 8.00 25.83 65 39.7 24.68 Orif= 8.00 25.83 66 39.4 24.27 Orif= 8.00 25.83 67 39.2 23.98 Orif= 8.00 25.83 68 39.0 23.79 Orif= 8.00 25.83 69 38.9 23.67 Orif= 8.00 25.83 70 38.9 23.61 Orif= 8.00 25.83 71 38.9 23.60 Orif= 8.00 25.83 72 38.9 23.60 Orif= 8.00 25.83 Split: Line 3 73 38.9 23.61 Orif= 8.00 25.83 74 38.9 23.65 Orif= 8.00 25.83 75 39.0 23.75 Orif= 8.00 25.83 76 - 25.70 22.50 77 - 26.15 22.50 79 - 41.75 25.83 80 - 39.82 25.83 81 - 28.30 25.83 82 - 27.75 25.83 83 - 27.19 25.83 84 - 26.45 25.83 85 - 25.71 25.83 86 60.0 24.97 Orif= 8.00 25.83 87 39.5 24.39 Orif= 8.00 25.83 88 39.1 23.94 Orif= 8.00 25.83 89 38.9 23.61 Orif= 8.00 25.83 90 38.7 23.38 Orif= 8.00 25.83 91 38.6 23.24 Orif= 8.00 25.83 92 38.5 23.16 Orif= 8.00 25.83 93 38.5 23.13 Orif= 8.00 25.83 94 38.5 23.12 Orif= 8.00 25.83 Split: Line 4 95 38.5 23.13 Orif= 8.00 25.83 96 38.5 23.16 Orif= 8.00 25.83 97 38.6 23.23 Orif= 8.00 25.83 98 38.7 23.37 Orif= 8.00 25.83 99 38.9 23.59 Orif= 8.00 25.83 100 - 25.81 22.50 TTGRID2A 02/07/90 10:59am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Sheet of Elevation (ft) Comments 101 - 26.65 22.50 103 - 42.37 25.83 104 - 41.22 25.83 105 - 34.00 25.83 106 - 33.66 25.83 107 - 33.22 25.83 108 - 32.78 25.83 109 - 32.33 25.83 110 - 31.89 25.83 111 - 31.45 25.83 112 - 31.00 25.83 113 - 30.56 25.83 114 - 30.12 25.83 115 - 29.67 25.83 116 - 29.23 25.83 117 - 28.84 25.83 118 - 28.51 25.83 119 - 28.07 25.83 120 - 27.62 25.83 121 41.7 27.18 Orif= 8.00 25.83 122 41.5 26.86 Orif= 8.00 25.83 123 41.3 26.65 Orif= 8.00 25.83 124 - 27.72 22.50 125 - 27.40 22.50 127 - 43.23 25.83 128 - 42.23 25.83 129 - 28.95 22.50 130 - 27.95 22.50 131 (2327.8) 46.14 Feed Jct 22.50 132 - 44.32 25.83 133 - 43.31 25.83 134 - 29.32 22.50 135 - 28.31 22.50 136 - 26.79 25.83 137 - 27.79 25.83 138 - 45.14 22.50 TTGRID2A 02/07/90 10:59am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 6.36 12.9 12.9 0.00 -375.3 0.0046 0.06 3.8 28 2 41.17 41.11 27 6.36 12.5 12.5 0.00 -738.6 0.0160 0.20 7.5 54 28 41.37 41.17 53 6.36 12.3 12.3 0.00-1054.5 0.0309 0.38 10.7 79 54 41.75 41.37 78 6.36 12.3 12.3 0.00-1383.6 0.0510 0.63 14.0 103 79 42.37 41.75 102 6.36 12.3 12.3 0.00-1633.0 0.0693 0.85 16.5 127 103 43.23 42.37 126 6.36 12.3 12.3 0.00-1864.3 0.0886 1.09 18.8 132 127 44.32 43.23 131 8.25 12.3 12.3 3.33-2096.5 0.0309 0.38 12.6 131 132 46.14 44.32 26 5.30 18.3 18.3 0.00 226.2 0.0044 0.08 3.3 26 52 25.79 25.87 52 5.30 17.8 17.8 0.00 459.7 0.0162 0.29 6.7 52 77 25.87 26.15 77 5.30 18.2 18.2 0.00 610.5 0.0274 0.50 8.9 77 101. 26.15 26.65 101 5.30 15.8 15.8 0.00 820.8 0.0473 0.75 12.0 101 125 26.65 27.40 125 5.30 15.8 15.8 0.00 694.8 0.0347 0.55 10.1 125 130 27.40 27.95 130 5.30 17.4 17.4 -3.33 463.5 0.0164 0.29 6.8 130 136 27.95 26.79 135 5.30 17.5 17.5 3.33 -232.3 0.0046 0.08 3.4 135 136 28.31 26.79 2 3.26 3.3 20.8 0.00 -375.3 0.1180 2.45 14.4 2 3 41.11 38.66 Fit= 17.5 1VT 3 3.26 68.0 85.5 0.00 -375.3 0.1180 10.08 14.4 3 G. 38.66 28.57 Fit= 17.5 1VT 4 3.26 7.0 7.0 0.00 -375.3 0.1180 0.83 14.4 4 5 28.57 27.75 5 3.26 7.0 7.0 0.00 -375.3 0.1180 0.83 14.4 5 6 27.75 26.92 6 3.26 7.0 7.0 0.00 -375.3 0.1180 0.83 14.4 6 7 26.92 26.10 7 3.26 7.0 7.0 0.00 -375.3 0.1180 0.83 14.4 7 8 26.10 25.27 8 3.26 7.0 7.0 0.00 -375.3 0.1180 0.83 14.4 8 9 25.27 24.44 9 3.26 7.0 7.0 0.00 -336.9 0.0966 0.68 12.9 9 10 24.44 23.77 10 3.26 7.0 7.0 0.00 -298.8 0.0774 0.54 11.5 10 11 23.77 23.23 11 3.26 7.0 7.0 0.00 -261.0 0.0603 0.42 10.0 11 12 23.23 22.80 TTGRID2A 02/07/90 10:59am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 12 3.26 7.0 7.0 0.00 -223.4 0.0452 0.32 8.6 12 13 22.80 22.49 13 3.26 7.0 7.0 0.00 -185.9 0.0322 0.23 7.1 13 14 22.49 22.26 14 3.26 7.0 7.0 0.00 -148.4 0.0212 0.15 5.7 14 15 22.26 22.11 15 3.26 7.0 7.0 0.00 -111.0 0.0124 0.09 4.3 15 16 22.11 22.03 16 3.26 7.0 7.0 0.00 -73.5 0.0058 0.04 2.8 16 17 22.03 21.99 17 3.26 7.0 7.0 0.00 -36.1 0.0016 0.01 1.4 17 18 21.99 21.98 18 3.26 7.0 7.0 0.00 1.4 0.0000 0.00 0.1 18 19 21.98 21.98 19 3.26 7.0 7.0 0.00 38.9 0.0018 0.01 1.5 19 20 21.98 21.99 20 3.26 7.0 7.0 0.00 76.4 0.0062 0.04 2.9 20 21 21.99 22.03 21 3.26 7.0 7.0 0.00 113.8 0.0130 0.09 4.4 21 22. 22.03 22.12 22 3.26 7.0 7.0 0.00 151.2 0.0220 0.15 5.8 22 23 22.12 22.28 23 3.26 6.0 6.0 0.00 188.7 0.0331 0.20 7.3 23 24 22.28 22.47 24 3.26 2.2 19.7 0.00 226.2 0.0462 0.91 8.7 24 25 22.47 23.38 Fit= 17.5 1VT 25 3.26 3.3 20.8 3.33 226.2 0.0462 0.96 8.7 25 26 23.38 25.79 Fit= 17.5 1VT 28 3.26 3.3 20.8 0.00 -363.3 0.1111 2.31 14.0 28 29 41.17 38.86 Fit= 17.5 1VT 29 3.26 82.0 99.5 0.00 -363.3 0.1111 11.05 14.0 29 30 38.86 27.81 Fit= 17.5 1VT 30 3.26 7.0 7.0 0.00 -363.3 0.1111 0.78 14.0 30 31 27.81 27.03 31 3.26 7.0 7.0 0.00 -363.3 0.1111 0.78 14.0 31 32 27.03 _26.25 32 3.26 7.0 7.0 0.00 -363.3 0.1111 0.78 14.0 32 33 26.25 25.47 33 3.26 7.0 7.0 0.00 -363.3 0.1111 0.78 14.0 33 34 25.47 24.70 34 3.26 7.0 7.0 0.00 -363.3 0.1111 0.78 14.0 34 35 24.70 23.92 35 3.26 7.0 7.0 0.00 -325.3 0.0906 0.63 12.5 35 36 23.92 23.28 36 3.26 7.0 7.0 0.00 -287.5 0.0721 0.50 11.1 36 37 23.28 22.78 37 3.26 7.0 7.0 0.00 -250.1 0.0557 0.39 9.6 37 38 22.78 22.39 TTGRID2A 02/07/90 11:00am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 38 3.26 7.0 7.0 0.00 -212.7 0.0413 0.29 8.2 38 39 22.39 22.10 39 3.26 7.0 7.0 0.00 -175.5 0.0289 0.20 6.7 39 40 22.10 21.90 40 3.26 7.0 7.0 0.00 -138.3 0.0186 0.13 5.3 40 41 21.90 21.77 41 3.26 7.0 7.0 0.00 -101.2 0.0104 0.07 3.9 41 42 21.77 21.69 42 3.26 7.0 7.0 0.00 -64.0 0.0045 0.03 2.5 42 43 21.69 21.66 43 3.26 7.0 7.0 0.00 -26.8 0.0009 0.01 1.0 43 44 21.66 21.66 44 3.26 7.0 7.0 0.00 10.4 0.0002 0.00 0.4 44 45 21.66 21.66 45 3.26 7.0 7.0 0.00 47.6 0.0026 0.02 1.8 45 46 21.66 21.68 46 3.26 7.0 7.0 0.00 84.8 0.0075 0.05 3.3 46 47 21.68 21.73 47 3.26 6.0 6.0 0.00 121.9 0.0147 0.09 4.7 47 48- 21:73 21.82 48 3.26 6.5 6.5 0.00 159.1 0.0241 0.16 6.1 48 49 21.82 21.97 49 3.26 6.5 6.5 0.00 196.3 0.0356 0.23 7.5 49 50 21.97 22.20 50 3.26 7.0 24.5 3.33 233.5 0.0490 1.20 9.0 50 51 22.20 24.85 Fit= 17.5 1VT 51 3.26 3.3 20.8 0.00 233.5 0.0490 1.02 9.0 51 52 24.85 25.87 Fit= 17.5 1VT 54 3.26 3.3 20.8 0.00 -315.9 0.0858 1.78 12.1 54 55 41.37 39.58 Fit= 17.5 1VT 55 3.26 92.0 109.5 0.00 -315.9 0.0858 9.39 12.1 55 56 39.58 30.19 Fit= 17.5 1VT 56 3.26 7.0 7.0 0.00 -315.9 0.0858 0.60 12.1 56 57 30.19 29.59 57 3.26 7.0 7.0 0.00 -315.9 0.0858 0.60 12.1 57 58 29.59 _28.99 58 3.26 6.0 6.0 0.00 -315.9 0.0858 0.51 12.1 58 59 28.99 28.47 59 3.26 6.0 6.0 0.00 -315.9 0.0858 0.51 12.1 59 60 28.47 27.96 60 3.26 8.0 8.0 0.00 -315.9 0.0858 0.69 12.1 60 61 27.96 27.27 61 3.26 8.0 8.0 0.00 -315.9 0.0858 0.69 12.1 61 62 27.27 26.59 62 3.26 8.0 8.0 0.00 -315.9 0.0858 0.69 12.1 62 63 26.59 25.90 63 3.26 8.0 8.0 0.00 -315.9 0.0858 0.69 12.1 63 64 25.90 25.21 TTGRID2A 02/07/90 11:00am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Frio Pipe Diam Len Len Head Flow Loss Loss Vel Nodes No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) Press @ End (Psi) 64 3.26 25.21 65 3.26 24.68 8.0 8.0 0.00 -276.6 0.0671 0.54 10.6 64 65 8.0 8.0 0.00 -237.4 0.0506 0.40 9.1 65 66 8.0 8.0 0.00 -198.5 0.0363 0.29 7.6 66 67 66 3.26 24.27 67 3.26 8.0 8.0 0.00 -159.6 0.0243 0.19 6.1 67 68 23.98 68 3.26 8.0 8.0 0.00 -120.8 0.0145 0.12 4.6 68 69 23.79 69 3.26 8.0 8.0 0.00 -82.0 0.0071 0.06 3.2 69 70 23.67 70 3.26 8.0 8.0 0.00 -43.2 0.0022 0.02 1.7 70 71 23.61 71 3.26 7.0 7.0 0.00 -4.4 0.0000 0.00 0.2 71 72 23.60 72 3.26 6.0 6.0 0.00 34.5 0.0014 0.01 1.3 72 73 23.60 23.61 73 3.26 8.0 8.0 0.00 73.3 0.0057 0.05 2.8 73 74 23.61 23.65 74 3.26 8.0 8.0 0.00 112.1 0.0126 0.10 4.3 74 75 23.65 23.75 75 3.26 5.6 23.1 3.33 150.9 0.0219 0.50 5.8 75 76 23.75 25.70 Fit= 17.5 1VT 76 3.26 3.3 20.8 0.00 150.9 0.0219 0.45 5.8 76 77 25.70 26.15 Fit= 17.5 1VT 79 3.26 3.3 20.8 0.00 -329.1 0.0925 1.92 12.7 79 80 41.75 39.82 Fit= 17.5 1VT 80 3.26 107.0 124.5 0.00 -329.1 0.0925 11.52 12.7 80 81 39.82 28.30 Fit= 17.5 1VT 81 3.26 6.0 6.0 0.00 -329.1 0.0925 0.56 12.7 81 82 28.30 27.75 82 3.26 6.0 6.0 0.00 -329.1 0.0925 0.56 12.7 82 83 27.75 27.19 24.68 24.27 23.98 23.79 23.67 23.61 23.60 23.60 83 3.26 8.0 8.0 0.00 -329.1 0.0925 0.74 12.7 83 84 27.19 .26.45 84 3.26 8.0 8.0 0.00 -329.1 0.0925 0.74 12.7 84 85 26.45 25.71 85 3.26 8.0 8.0 0.00 -329.1 0.0925 0.74 12.7 85 86 25.71 24.97 86 3.26 8.0 8.0 0.00 -290.0 0.0732 0.59 11.1 86 87 24.97 24.39 87 3.26 8.0 8.0 0.00 -251.2 0.0561 0.45 9.7 87 88 24.39 23.94 88 3.26 8.0 8.0 0.00 -212.6 0.0412 0.33 8.2 88 89 23.94 23.61 89 3.26 8.0 8.0 0.00 -174.1 0.0285 0.23 6.7 89 90 23.61 23.38 TTGRID2A 02/07/90 11:00am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOtPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 90 3.26 8.0 8.0 0.00 -135.6 0.0180 0.14 5.2 90 91 23.38 23.24 91 3.26 8.0 8.0 0.00 -97.2 0.0097 0.08 3.7 91 92 23.24 23.16 92 3.26 8.0 8.0 0.00 -58.8 0.0038 0.03 2.3 92 93 23.16 23.13 93 3.26 7.0 7.0 0.00 -20.4 0.0005 0.00 0.8 93 94 23.13 23.12 94 3.26 6.0 6.0 0.00 18.1 0.0004 0.00 0.7 94 95 23.12 23.13 95 3.26 8.0 8.0 0.00 56.5 0.0036 0.03 2.2 95 96 23.13 23.16 96 3.26 8.0 8.0 0.00 95.0 0.0093 0.07 3.6 96 97 23.16 23.23 97 3.26 8.0 8.0 0.00 133.4 0.0174 0.14 5.1 97 98 23.23 23.37 98 3.26 8.0 8.0 0.00 171.8 0.0278 0.22 6.6 98 99 23.37 23.59 99 3.26 1.8 19.3 3.33 '210.3 0.0404 0.78 8.1 99 100. 23.59 25.81 Fit= 17.5 1VT 100 3.26 3.3 20.8 0.00 210.3 0.0404 0.84 8.1 100 101 25.81 26.65 Fit= 17.5 1VT 103 3.26 3.3 20.8 0.00 -249.4 0.0554 1.15 9.6 103 104 42.37 41.22 Fit= 17.5 1VT 104 3.26 113.0 130.5 0.00 -249.4 0.0554 7.23 9.6 104 105 41.22 33.99 Fit= 17.5 1VT 105 3.26 6.0 6.0 0.00 -249.4 0.0554 0.33 9.6 105 106 33.99 33.66 106 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 106 107 33.66 33.22 107 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 107 108 33.22 32.78 108 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 108 109 32.78 32.33 109 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 109 110 32.33 31.89 110 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 110 111 31.89 31.45 111 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 111 112 31.45 31.00 112 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 112 113 31.00 30.56 113 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 113 114 30.56 30.12 114 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 114 115 30.12 29.67 115 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 115 116 29.67 29.23 TTGRID2A 02/07/90 11:01am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 116 3.26 7.0 7.0 0.00 -249.4 0.0554 0.39 9.6 116 117 29.23 28.84 117 3.26 6.0 6.0 0.00 -249.4 0.0554 0.33 9.6 117 118 28.84 28.51 118 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 118 119 28.51 28.07 119 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 119 120 28.07 27.62 120 3.26 8.0 8.0 0.00 -249.4 0.0554 0.44 9.6 120 121 27.62 27.18 121 3.26 8.0 8.0 0.00 -208.2 0.0397 0.32 8.0 121 122 27.18 26.86 122 3.26 8.0 8.0 0.00 -167.0 0.0264 0.21 6.4 122 123 26.86 26.65 123 3.26 6.2 23.7 -3.33 -126.0 0.0157 0.37 4.8 123 124 26.65 27.72 Fit= 17.5 1VT 124 3.26 3.3 20.8 0.00 -126.0 0.0157 0.33 4.8 124 125 27.72 27.40 Fit= 17.5 1VT 127 3.26 3.3 20.8 0.00 -231.3 0.0482 1.00 8.9 127 128 43.23 42.23 Fit= 17.5 1VT 128 3.26 270.5 305.4 -3.33 -231.3 0.0482 14.72 8.9 128 129 42.23 28.95 Fit= 34.9 2VT 129 3.26 3.3 20.8 0.00 -231.3 0.0482 1.00 8.9 129 130 28.95 27.95 Fit= 17.5 1VT 132 3.26 3.3 20.8 0.00 -232.3 0.0486 1.01 8.9 132 133 44.32 43.31 Fit= 17.5 1VT 133 3.26 282.7 317.6 -3.33 -232.3 0.0486 15.43 8.9 133 134 43.31 29.32 Fit= 34.9 2VT 134 3.26 3.3 20.8 0.00 -232.3 0.0486 1.01 8.9 134 135 29.32 28.31 Fit= 17.5 1VT 136 3.26 3.3 20.8 0.00 231.3 0.0482 1.00 8.9 136 137 26.79 27.79 Fit= 17.5 1VT 137 3.26 295.1 330.0 3.33 231.3 0.0482 15.90 8.9 137 138 27.79 45.14 Fit= 34.9 2VT 138 3.26 3.3 20.8 0.00 231.3 0.0482 1.00 8.9 138 131 45.14 46.14 Fit= 17.5 1VT TTGRID2A 02/07/90 11:06am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE TUKWILA, WASHINGTON Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk A 140.7 PT 46.14 131 2327.8=342.70(46.14)-.5 F 28.9 PE 0.00 139 2327.8 8.25 2VE T 169.6 0.03755 PF 6.37 13.97 PT 52.51 140 Riser C = 120 Grid Jct Top of Riser C = 120 A 19.5 PT 52.51 140 Top of Riser F 80.1 PE 9.31 (EL= 21.50 ft) 140 2327.8 8.25 1ALV 1GV T 99.6 0.03755 PF 3.74 13.97 1VE 1VT PT 65.56 141 B.O.R. Under ground C = 140 A 198.0 PT 65.56 141 B.O.R. 150.0 gpm = Hose F 139.1 PE 0.00 141 2477.8 10.40 2LTE 2GV T 337.1 0.01025 PF 11.46 9_36 1BKF = 8.0041 1T 1BKF A 0.0 PT 77.01 142 750.0 gpm = Hose F 0.0 PE 0.00 142 3227.8 10.40 T 0.0 0.00000 PF 0.00 12.19 PT 77.01 143 Supply Jct Available flow at 77.01 psi is 3497.5 gpm which is 269.7 gpm from curve. Supply pressure available with 3227.8 gpm flowing is 87.22 psi, thus system requirement is 10.21 psi below supply curve. (11.70) -4 O N e s74= Grinnell FIRE PROTECTION SYSTEMS COMPANY 875 S.W. 7th Street Renton, Washington 98055 Contractor's Lic. No. GRINNFP137LE 206-228-4610 Telex# 329491 March 2, 1990 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188-7661 Attn: Nick Olivas RE: Thompson Tile Nick: Enclosed is a set of plans and review letter by WSRB. In response to the WSRB review and recommendations letter on the above project, Grinnell will make the following corrections to the system. 2) Sprinklers will be added to the feed mains. 3) By others. 4) A pressure relief valve will be added to each system. 5) By others. 6) The area in question is an unfinished area, not a storage area. 7) We will attach a hydraulic data plate to each riser. 8) By others. 9) Hanger placement will be per NFPA #13. 10) The unistrut hangers meet the requirements of NFPA #13. 11) Coachscrew rods will be installed per NFPA #13 - members do meet the standard.. 12) C-clamp hangers will be restrained per NFPA #13. 13) Section is shown. 14) The warehouse sprinklers are large orifice. The office sprinklers are standard orifice. 15) Earthquake protection will be per NFPA #13. 16) By others. 17) All pipe and fittings per NFPA #13. 18) The building is completely protected per NFPA #13. If I can be of any assistance, please call. Sincere .� J: n Grundy Design Technician Grinnell Fire Protection Systems Company JG/dr lib 4os WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 981 21-21 90 February 26, 1990 PLAN SHEET 1-2 OF 2 SUBJECT Thompson Tile Southcenter South Industrial Park Tukwila, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to the installation of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Proposed design is acceptable for storage of class IV commodities in racks to not more than 18-19 ft. in height, using conventional pallets, and 8 ft. aisles. If storage exceeds these limits, the design should be reinforced to adequately protect the increased hazards. 2. Provide a line of sprinklers to protect feedmains where they pass through areas protected by other systems. 3. Provide details of the proposed backflow assembly including specification sheets and friction loss curves. 4. Provide pressure relief valve for each gridded system. 5. Provide sleeve with minimum 2 in. clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 6. Spacing should not exceed 100 sq. ft. in storage areas. 7. Provide the nameplate data for hydraulic designed systems as specified by NFPA 13. 8. Provide an indicating gate valve in the supply main at the property line. 9. Provide intermediate hangers between all branch lines. Provide complete hanger details. 10. Replace uni-strut hangers with hangers that are UL listed and labeled for fire service. 11. Coach screw rods should be installed in accordance with Table 3-10.4.1 and Table 3-10.4.9 of NFPA 13(1989). If member widths do not allow conformance to the Standards, use alternate method for hanging pipe. Washington Surveying & Rating Bureau PLAN REVIEWED AS NOTED SEATTLE WASH. •.. - �.�.....- -...i ..... •-l-ti......IfnN nt 12. Clamp hangers should be provided with retaining straps as specified by article 3-5.3.5.10 of NFPA 13(1989). 13. Provide full height elevation of building showing complete details of construction in the office areas, including roofing materials, ceiling and floor blind spaces, slab thicknesses and supports, etc. 14. Sprinkler heads with different size orifices should not be installed on the same branchline. 15. Recommend flexible couplings on all riser nipples. 16. Provide roof draft curtains spaced not over 100 x 100 ft. on centers. 17. Replace shop fabricated segmented welded fittings with fittings listed and labeled by UL for fire service. 18. Extend sprinkler protection to all areas including exterior eaves, soffits, and canopies, and to filter compartments of heating and air conditioning equipment, intermediate levels of storage racks, and to roof skylights. Sheet of HYDRAULIC CALCULATIONS Grinnell Fire Protection Systems - Renton 875 SW 7th Street, Renton,WA 98055 (206)228-4610 Date 02/07/90 Job_ _ THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Authority having Jurisdiction_ Washington Surveying & Rating Bureau Occupancy ORDINARY GROUP 3 Density 0.39 gpm/sq.ft. Area of Application 5600 sq.ft. Coverage per Sprinkler _ _ _ _ 98.5 System type_ _ Wet Hose 150.0 gpm Inside Hose, 750.0 gpm Outside Hose Water Supply 151.00 psi Static, 85.00 psi Residual @ 3288.0 gpm Demand _ _ _ _ 60.29 psi @ 2207.1 gpm @ B.O.R. 71.44. psi @ 3107.1 gpm @ Supply 91.56 psi available @ 3107.1 gpm Demand is below curve by 20.12 psi for Remote Area 1 Sprinklers _ _ ISSUE C 17/32" TTGRID1 02/07/90 11:25am 1 . C Hd9? "a 13 Sheet of Pressure (PSI) 8 3 3 8 3 8 8 3 3 30 @ 8 3 3 3 Static = 151.00 psi, Residual = 85.00 psi at a flow of 3288.0 gpm. Demand at F&S = 60.29 psi with 2207.1 gpm flowing. System demand = 71.44 psi with 3107.1 gpm flowing. Pressure available = 91.56 psi when 3107.1 gpm is flowing. Demand is below curve by 20.12 psi. (22.0%) nl 1 l lqe l liens ,ta1'eM h C z cideaS S8' T Grinnell Fire Protection Systems - Renton Description of Fitting abbreviations Code Description T Tee LTE Long turn ninety degree elbow VE Victaulic ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve Description of Other abbreviations Code Description PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TTGRID1 02/07/90 11:24am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 16 23.12 60.29 2207.1 71.44 3107.1 Split Pressure= 23.12 2 39 23.16 Grid Loss = 23.88 3 62 23.31 Avail @ Supply= 91.56 4 85 23.62 Below Curve = 20.12 5 115 28.25 2 1 15 23.12 60.03 2207.3 71.18 3107.3 Split Pressure= 23.12 2 38 23.16 Grid Loss = 23.62 3 61 23.30 Avail @ Supply= 91.55 4 84 23.60 Below Curve = 20.37 5 115 28.48 3 1 14 23.12 59.75 2207.6 70.90 3107.6 Split Pressure= 23.12 2 37 23.16 Grid Loss = 23.34 3 60 23.29 Avail @ Supply= 91.54 4 83 23.58 Below Curve = 20.64 5 115 28.69 Most demanding Remote Area is area number 1 TTGRID1 02/07/90 11:31am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Sheet of Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. This applies only to nodes within the grid itself. Any other calculated sections will use the calculated flows. Remote area rn.ber 1 includes nodes: 8-21 31-44 54-67 77-90 113 Remote area number 2 includes nodes: 7-20 30-43 53-66 76-89 112 Remote area number 3 includes nodes: 6-19 29-42 52-65 75-88 111 TTGRID1 02/07/90 11:31am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Sheet of THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 2 - 43.93 23.25 3 - 40.33 26.83 4 - 27.53 26.83 5 - 26.83 26.83 6 - 26.14 26.83 7 - 25.44 26.83 8 39.8 24.75 Orif= 8.00 26.83 9 39.4 24.20 Orif= 8.00 26.83 10 39.0 23.79 Orif= 8.00 26.83 11 38.8 23.53 Orif= 8.00 26.83 12 38.6 23.33 Orif= 8.00 26.83 13 38.5 23.20 Orif= 8.00 26.83 14 38.5 23.14 Orif= 8.00 26.83 15 38.5 23.12 Orif= 8.00 26.83 16 38.5 23.12 Orif= 8.00 26.83 Split: Line 1 17 38.5 23.13 Orif= 8.00 26.83 18 38.5 23.17 Orif= 8.00 26.83 19 38.6 23.26 Orif= 8.00 26.83 20 38.7 23.42 Orif= 8.00 26.83 21 38.9 23.67 Orif= 8.00 26.83 22 - 24.70 26.83 23 - 26.94 24.00 25 - 43.98 23.25 26 - 40.37 26.83 27 - 27.57 26.83 28 - 26.87 26.83 29 - 26.18 26.83 30 - 25.48 26.83 31 39.8 24.79 Orif= 8.00 26.83 32 39.4 24.24 Orif= 8.00 26.83 33 39.1 23.83 Orif= 8.00 26.83 34 38.8 23.57 Orif= 8.00 26.83 35 38.7 23.37 Orif= 8.00 26.83 36 38.6 23.24 Orif= 8.00 26.83 37 38.5 23.18 Orif= 8.00 26.83 38 38.5 23.16 Orif= 8.00 26.83 39 38.5 23.16 Orif= 8.00 26.83 Split: Line 2 40 38.5 23.17 Orif= 8.00 26.83 41 38.5 23.21 Orif= 8.00 26.83 42 38.6 23.30 Orif= 8.00 26.83 43 38.7 23.46 Orif= 8:00 26.83 44 39.0 23.71 Orif= 8.00 26.83 45 - 24.74 26.83 46 - 26.99 24.00 48 - 44.12 23.25 49 - 40.52 26.83 50 - 27.71 26.83 51 - 27.02 26.83 TTGRID1 02/07/90 11:31am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations Sheet of THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node (gPm) (psi) K -Value Source (ft) Comments 52 - 26.32 26.83 53 - 25.63 26.83 54 39.9 24.93 Orif= 8.00 26.83 55 39.5 24.39 Orif= 8.00 26.83 56 39.2 23.97 Orif= 8.00 26.83 57 39.0 23.71 Orif= 8.00 26.83 58 38.8 23.51 Orif= 8.00 26.83 59 38.7 23.39 Orif= 8.00 26.83 60 38.6 23.33 Orif= 8.00 26.83 61 38.6 23.31 Orif= 8.00 26.83 62 38.6 23.31 Orif= 8.00 26.83 Split: Line 3 63 38.6 23.32 Orif= 8.00 26.83 64 38.7 23.36 Orif= 8.00 26.83 65 38.7 23.45 Orif= 8.00 26.83 66 38.9 23.62 Orif= 8.00 26.83 67 39.1 23.87 Orif= 8.00 26.83 68 - 24.91 26.83 69 - 27.18 24.00 71 - 44.44 23.25 72 - 40.83 26.83 73 - 28.02 26.83 74 - 27.32 26.83 75 - 26.63 26.83 76 - 25.93 26.83 77 40.2 25.23 Orif= 8.00 26.83 78 39.8 24.69 Orif= 8.00 26.83 79 39.4 24.28 Orif= 8.00 26.83 80 39.2 24.02 Orif= 8.00 26.83 81 39.0 23.82 Orif= 8.00 26.83 82 38.9 23.70 Orif= 8.00 26.83 83 38.9 23.64 Orif= 8.00 26.83 84 38.9 23.62 Orif= 8.00 26.83 85 38.9 23.62 Orif= 8.00 26.83 Split: Line 4 86 38.9 23.63 Orif= 8.00 26.83 87 38.9 23.67 Orif= 8.00 26.83 88 39.0 23.77 Orif= 8.00 26.83 89 39.1 23.94 Orif= 8.00 26.83 90 39.4 24.20 Orif= 8.00 26.83 91 - 25.28 26.83 92 - 27.57 24.00 94 - 44.98 23.25 95 - 42.28 26.83 96 - 35.12 26.83 97 - 34.73 26.83 98 - 34.34 26.83 99 - 33.96 26.83 100 - 33.57 26.83 101 - 33.18 26.83 TTGRIDI 02/07/90 11:31am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Sheet of Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 102 - 32.79 26.83 103 - 32.45 26.83 104 - 32.06 26.83 105 - 31.67 26.83 106 - 31.29 26.83 107 - 30.90 26.83 108 - 30.51 26.83 109 - 30.12 26.8A 110 - 29.73 26.83 111 - 29.34 26.83 112 - 28.96 26.83 113 42.8 28.57 Orif= 8.00 26.83 114 - 27.79 26.83 115 - 28.25 24.00 117 - 45.71 23.25 118 - 43.03 26.83 119 - 28.56 26.83 120 - 28.69 24.00 121 (2207.1) 47.00 Feed Jct 23.25 122 - 46.66 23.25 123 - 43.93 26.83 124 - 28.81 26.83 125 - 28.90 24.00 126 - 27.73 26.83 127 - 28.89 26.83 128 - 44.25 26.83 TTGRID1 02/07/90 11:31am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Pipe Diam Len Len Head Flow Loss Loss Vel Nodes No. (inch) (Ft) (Ft) (Ft) (GPm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) Press @ End (Psi) 1 6.36 12.3 12.3 43.98 43.93 24 6.36 12.3 12.3 0.00 -635.9 0.0121 0.15 6.4 48 25 44.12 43.98 47 6.36 12.3 12.3 0.00 -953.9 0.0256 0.32 9.6 71 48 44.44 44.12 70 6.36 12.3 12.3 0.00-1272.0 0.0437 0.54 12.9 94 71 44.98 44.44 93 6.36 12.3 12.3 0.00-1504.2 0.0595 0.73 15.2 117 94 45.71 44.98 116 6.36 12.3 12.3 0.00-1734.2 0.0775 0.95 17.5 122 117 46.66 45.71 121 8.25 12.3 12.3 0.00-1969.6 0.0276 0.34 11.8 121 122 47.00 46.66 23 5.30 12.3 12.3 0.00 221.2 0.0042 0.05 3.2 23 46 26.94 26.99 46 5.30 12.3 12.3 0.00 442.8 0.0151 0.19 6.5 46 69 26.99 27.18 69 5.30 12.3 12.3 0.00 666.0 0.0321 0.40 9.7 69 92 27.18 27.57 92 5.30 12.3 12.3 0.00 892.7 0.0552 0.68 13.0 92 115 27.57 28.25 115 5.30 12.3 12.3 0.00 702.8 0.0355 0.44 10.2 115 120 28.25 28.69 120 5.30 12.3 12.3 0.00 472.9 0.0170 0.21 6.9 120 125 28.69 28.90 125 5.30 12.3 12.3 -2.83 237.5 0.0048 0.06 3.5 125 126 28.90 27.73 2 3.26 3.5 23.7 3.58 -317.9 0.0868 2.05 12.2 2 3 43.93 40.33 Fit= 20.2 1T 3 3.26 127.3 147.5 0.00 -317.9 0.0868 12.80 12.2 3 4 40.33 27.53 Fit= 20.2 1T 4 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 4 5 27.53 26.83 5 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 5 6 26.83 26.14 0.00 -317.9 0.0034 0.04 3.2 25 2 6 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 6 7 26.14 7 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 7 8 25.44 8 3.26 8.0 8.0 0.00 -278.9 0.0682 0.55 10.7 8 9 24.75 9 3.26 8.0 8.0 0.00 -240.2 0.0517 0.41 9.2 9 10 24.20 10 3.26 7.0 7.0 0.00 -201.7 0.0374 0.26 7.8 10 11 23.79 11 3.26 8.0 8.0 0.00 -163.2 0.0253 0.20 6.3 11 12 23.53 25.44 24.75 24.20 23.79 23.53 23.33 TTGRID1 02/07/90 11:32am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations TFSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric f"1vss Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 12 3.26 8.0 8.0 0.00 -124.8 0.0154 0.12 4.8 12 13 23.33 23.20 13 3.26 8.0 8.0 0.00 -86.4 0.0078 0.06 3.3 13 14 23.20 23.14 14 3.26 8.0 8.0 0.00 -48.0 0.0026 0.02 1.8 14 15 23.14 23.12 15 3.26 8.0 8.0 0.00 -9.5 0.0001 0.00 0.4 15 16 23.12 23.12 16 3.26 8.0 8.0 0.00 29.0 0.0010 0.01 1.1 16 17 23.12 23.13 17 3.26 8.0 8.0 0.00 67.4 0.0049 0.04 2.6 17 18 23.13 23.17 18 3.26 8.0 8.0 0.00 105.8 0.0113 0.09 4.1 18 19 23.17 23.26 19 3.26 8.0 8.0 0.00 144.2 0.0201 0.16 5.5 19 20 23.26 23.42 20 3.26 8.0 8.0 0.00 182.7 0.0311 0.25 7.0 20 21 23.42 23.67 21 3.26 3.0 23.2 0.00 221.2 0.0444 1.03 8.5 21 22 23.67 24.70 Fit= 20.2 1T 22 3.26 2.8 23.0 2.83 221.2 0.0444 1.02 8.5 22 23 24.70 26.94 Fit= 20.2 1T 25 3.26 3.5 23.7 3.58 -317.9 0.0868 2.05 12.2 25 26 43.98 40.37 Fit= -20.2 1T 26 3.26 127.3 147.5 0.00 -317.9 0.0868 12.80 12.2 26 27 40.37 27.57 Fit= 20.2 1T 27 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 27 28 27.57 26.87 28 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 28 29 26.87 26.18 29 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 29 30 26.18 25.48 30 3.26 8.0 8.0 0.00 -317.9 0.0868 0.69 12.2 30 31 25.48 24.79 31 3.26 8.0 8.0 0.00 -278.9 0.0682 0.55 10.7 31 32 24.79 24.24 32 3.26 8.0 8.0 0.00 -240.2 0.0517 0.41 9.2 32 33 24.24 23.83 33 3.26 7.0 7.0 0.00 -201.6 0.0374 0.26 7.7 33 34 23.83 23.57 34 3.26 8.0 8.0 0.00 -163.1 0.0253 0.20 6.3 34 35 23.57 23.37 35 3.26 8.0 8.0 0.00 -124.6 0.0154 0.12 4.8 35 36 23.37 23.24 36 3.26 8.0 8.0 0.00 -86.2 0.0078 0.06 3.3 36 37 23.24 23.18 37 3.26 8.0 8.0 0.00 -47.7 0.0026 0.02 1.8 37 38 23.18 23.16 TTGRID1 02/07/90 11:32am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 38 3.26 8.0 8.0 0.00 -9.3 0.0001 0.00 0.4 38 39 23.16 23.16 39 3.26 8.0 8.0 0.00 29.2 0.0010 0.01 1.1 39 40 23.16 23.17 40 3.26 8.0 8.0 0.00 67.7 0.0050 0.04 2.6 40 41 23.17 23.21 41 3.26 8.0 8.0 0.00 106.1 0.0114 0.09 4.1 41 42 23.21 23.30 42 3.26 8.0 8.0 0.00 144.6 0.0202 0.16 5.6 42 43 23.30 23.46 43 3.26 8.0 8.0 0.00 183.1 0.0313 0.25 7.0 43 44 23.46 23.71 44 3.26 3.0 23.2 0.00 221.6 0.0445 1.03 8.5 44 45 23.71 24.74 Fit= 20.2 1T 45 3.26 2.8 23.0 2.83 221.6 0.0445 1.02 8.5 45 46 24.74 26.99 Fit= 20.2 1T 48 3.26 3.5 23.7 3.58 -318.0 0.0869 2.06 12.2 48 49 44.12 40.52 Fit= 20.2 1T 49 3.26 127.3 147.5 0.00 -318.0 0.0869 12.81 12.2 49 50 40.52 27.71 Fit= 20.2 1T 50 3.26 8.0 8.0 0.00 -318.0 0.0869 0.69 12.2 50 51 27.71 27.02 51 3.26 8.0 8.0 0.00 -318.0 0.0869 0.69 12.2 51 52 27.02 26.32 52 3.26 8.0 8.0 0.00 -318.0 0.0869 0.69 12.2 52 53 26.32 25.63 53 3.26 8.0 8.0 0.00 -318.0 0.0869 0.69 12.2 53 54 25.63 24.93 54 3.26 8.0 8.0 0.00 -278.9 0.0681 0.55 10.7 54 55 24.93 24.39 55 3.26 8.0 8.0 0.00 -240.0 0.0516 0.41 9.2 55 56 24.39 23.97 56 3.26 7.0 7.0 0.00 -201.3 0.0373 0.26 7.7 56 57 23.97 23.71 57 3.26 8.0 8.0 0.00 -162.7 0.0251 0.20 6.3 57 58 23.71 23.51 58 3.26 8.0 8.0 0.00 -124.1 0.0152 0.12 4.8 58 59 23.51 23.39 59 3.26 8.0 8.0 0.00 -85.5 0.0077 0.06 3.3 59 60 23.39 23.33 60 3.26 8.0 8.0 0.00 -47.0 0.0025 0.02 1.8 60 61 23.33 23.31 61 3.26 8.0 8.0 0.00 -8.4 0.0001 0.00 0.3 61 62 23.31 23.31 62 3.26 8.0 8.0 0.00 30.3 0.0011 0.01 1.2 62 63 23.31 23.32 63 3.26 8.0 8.0 0.00 68.8 0.0051 0.04 2.6 63 64 23.32 23.36 TTGRID1 02/07/90 11:33am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #i Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 64 3.26 8.0 8.0 0.00 107.4 0.0117 0.09 4.1 64 65 23.36 23.45 65 3.26 8.0 8.0 0.00 146.0 0.0206 0.16 5.6 65 66 23.45 23.62 66 3.26 8.0 8.0 0.00 184.6 0.0317 0.25 7.1 66 67 23.62 23.87 67 3.26 3.0 23.2 0.00 223.2 0.0451 1.05 8.6 67 68 23.87 24.91 Fit= 20.2 1T 68 3.26 2.8 23.0 2.83 223.2 0.0451 1.04 8.6 68 69 24.91 27.18 Fit= 20.2 1T 71 3.26 3.5 23.7 3.58 -318.1 0.0869 2.06 12.2 71 72 44.44 40.83 Fit= 20.2 1T 72 3.26 127.3 147.5 0.00 -318.1 0.0869 12.82 12.2 72 73 40.83 28.02 Fit= 20.2 1T 73 3.26 8.0 8.0 0.00 -318.1 0.0869 0.70 12.2 73 74 28.02 27.32 74 3.26 8.0 8.0 0.00 -318.1 0.0869 0.70 12.2 74 75 27.32 26.63 75 3.26 8.0 8.0 0.00 -318.1 0.0869 0.70 12.2 75 76. 26.63 25.93 76 3.26 8.0 8.0 0.00 -318.1 0.0869 0.70 12.2 76 77 25.93 25.23 77 3.26 8.0 8.0 0.00 -278.8 0.0681 0.54 10.7 77 78 25.23 24.69 78 3.26 8.0 8.0 0.00 -239.6 0.0515 0.41 9.2 78 79 24.69 24.28 79 3.26 7.0 7.0 0.00 -200.7 0.0371 0.26 7.7 79 80 24.28 24.02 80 3.26 8.0 8.0 0.00 -161.8 0.0249 0.20 6.2 80 81 24.02 23.82 81 3.26 8.0 8.0 0.00 -123.0 0.0150 0.12 4.7 81 82 23.82 23.70 82 3.26 8.0 8.0 0.00 -84.2 0.0074 0.06 3.2 82 83 23.70 23.64 83 3.26 8.0 8.0 0.00 -45.3 0.0024 0.02 1.7 83 84 23.64 23.62 84 3.26 8.0 8.0 0.00 -6.5 0.0001 0.00 0.2 84 85 23.62 23.62 85 3.26 8.0 8.0 0.00 32.4 0.0013 0.01 1.2 85 86 23.62 23.63 86 3.26 8.0 8.0 0.00 71.2 0.0055 0.04 2.7 86 87 23.63 23.67 87 3.26 8.0 8.0 0.00 110.1 0.0122 0.10 4.2 87 88 23.67 23.77 88 3.26 8.0 8.0 0.00 148.9 0.0213 0.17 5.7 88 89 23.77 23.94 89 3.26 8.0 8.0 0.00 187.7 0.0328 0.26 7.2 89 90 23.94 24.20 TTGRID1 02/07/90 11:33am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 90 3.26 3.0 23.2 0.00 226.7 0.0464 1.08 8.7 90 91 24.20 25.28 Fit= 20.2 1T 91 3.26 2.8 23.0 2.83 226.7 0.0464 1.07 8.7 91 92 25.28 27.57 Fit= 20.2 1T 94 3.26 3.5 23.7 3.58 -232.2 0.0485 1.15 8.9 94 95 44.98 42.28 Fit= 20.2 1T 95 3.26 127.3 147.5 0.00 -232.2 0.0485 7.16 8.9 95 96 42.28 35.12 Fit= 20.2 1T 96 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 96 97 35.12 34.73 97 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 97 98 34.73 34.34 98 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 98 99 34.34 33.96 99 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 99 100 33.96 33.57 100 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 100 101 33.57 33.18 101 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 101 102 33.18 32.79 102 3.26 7.0 7.0 0.00 -232.2 0.0485 0.34 8.9 102 103 32.79 32.45 103 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 103 104 32.45 32.06 104 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 104 105 32.06 31.67 105 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 105 106 31.67 31.29 106 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 106 107 31.29 30.90 107 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 107 108 30.90 30.51 108 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 108 109 30.51 30.12 109 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 109 110 30.12 29.73 110 3.26 8.0 8.0 0.00 -232.2 0.0488 0.39 8.9 110 111 29.73 29.34 111 3.26 8.0 8.0 0.00 -232.2 0.0485 0.39 8.9 111 112 29.34 28.96 112 3.26 8.0 8.0 0.00 -232.2.0.0485 0.39 8.9 112 113 28.96 28.57 113 3.26 3.0 23.2 0.00 -189.8 0.0334 0.77 7.3 113 114 28.57 27.79 Fit= 20.2 1T 114 3.26 2.8 23.0 -2.83 -189.8 0.0334 0.77 7.3 114 115 27.79 28.25 Fit= 20.2 1T 117 3.26 3.5 23.7 3.58 -229.9 0.0477 1.13 8.8 117 118 45.71 43.03 Fit= 20.2 iT TTGRZD1 02/07/90 11:33am Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Sheet of Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (GPm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 118 3.26 263.3 303.6 0.00 -229.9 0.0477 14.47 8.8 118 119 43.03 28.56 Fit= 40.3 2T 119 3.26 2.8 23.0 -2.83 -229.9 0.0477 1.09 8.8 119 120 28.56 28.69 Fit= 20.2 1T 122 3.26 3.5 23.7 3.58 -235.4 0.0498 1.18 9.0 122 123 46.66 43.93 Fit= 20.2 1T 123 3.26 263.3 303.6 0.00 -235.4 0.0498 15.12 9.0 123 124 43.93 28.81 Fit= 40.3 2T 124 3.26 2.8 23.0 -2.83 -235.4 0.0498 1.14 9.0 124 125 28.81 28.90 Fit= 20.2 1T 126 3.26 2.8 23.0 0.00 237.5 0.0506 1.16 9.1 126 127 27.73 28.89 Fit= 20.2 1T 127 3.26 263.3 303.6 0.00 237.5 0.0506 15.36 9.1 127 128 28.89 44.25 Fit= 40.3 2T 128 3.26 3.5 23.7 3.58 237.5 0.0506 1.20 9.1 128 121 44.25 47.00 Fit= 20.2 1T TTGFc'1D1 02/07/90 11:33am Sheet of Grinnell Fire Protection Systems - Renton Sprinkler Systems Hydraulic Flow Calculations THOMPSON TILE - WEST GRID WAREHOUSE TUKWILA, WASHINGTON Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk A 27.3 PT 47.00 121 2207.1=321.94(47.00)x.5 F 28.9 PE 0.00 129 2207.1 8.25 2VE T 56.2 0.03403 PF 1.91 13.25 PT 48.91 130 Riser C = 120 Grid Jct Top of Riser C = 120 A 22.3 PT 48.91 130 Top of Riser F 28.9 PE 9.63 (EL= 22.25 ft) 130 2207.1 8.25 1ALV 1GV T 51.2 0.03403 PF 1.74 13.25 PT 60.29 131 B.O.R. Under ground C = 140 A 198.0 PT 60.29 131 B.O.R. 150.0 gpm = Hose F 139.1 PE 0.00 131 2357.1 10.40 2LTE 2GV T 337.1 0.00935 PF 11.15 8.90 1BKF = 8.00# 1T 1BKF A 0.0 PT 71.44 132 750.0 gpm = Hose F 0.0 PE 0.00 132 3107.1 10.40 T 0.0 0.00000 PF 0.00 11.73 PT 71.44 133 Supply Jct Available flow at 71.44 psi is 3637.5 gpm which is 530.4 gpm from curve. Supply pressure available with 3107.1 gpm flowing is 91.56 psi, thus system requirement is 20.12 psi below supply curve. (22.0%) fl riS N0;Lg Too 128682 10 11 12 A STANDARD HANGERS (Came!, A... (s) 1W 3C 4C /5W 5C 5S 6W 7W 8S 00004 u F&STETTER `CEILING PLATE (OPTIONAL, -COACH SCREW R00 -PIPE RING r••B•c _ • 1 11 .0 e• a e. .e 1 0� \- FASTENER P01,10ERSTUO `400 COUPLING --ALL TMREA0 R00 �►UE R1NG \CONCRETE ANCHOR 04111E01 R00 COUPLING --All THREAD (/:i2) R00 MAE RING r--PASTENER SIDE I a knj 'j Ef AM Emi BRACKET 9Np (CLIP( 1 ALL THREAD ROD 41,1 A1NG 1X041 STRAP _ _ A11 EMR{ AO it409 1P41RG 104010 tOGGIE 1111 140 41 411 wit 104AU M F 1 NUT iL 1 -�S� FIAT WASMfR 1KF 10S 11W 11S ALL TMRE AO R00 PIPE RING TOP BEAM C CLAMP -All 044440 R00 PIPE RIR TOP BEAM C CLAMP .-ALU THREAD R00 - ►1►E RING 100 1 CEILING Fl•NGE 1ASTENER 4'ALL THREAD 400 \0-4144 41 12S° ItD 13S I v 4.-1- 4. Aa PJ 1! Or- i (-ATL `/ L -/� c. 4. i -I / Ib v/ATCR r 1„Tic, c2, 1 S;�tl,,ITCD io-0 Ctrz,A9E ‘,,/All, F'u '1 _;p, eftherd .a„.ad,-s >J ED 0 - i EA T GR10 N (17 O\ I 1 I -r1'�1 Cr `LL' IO RE G ' Drop Psi r) l 'r �Lk' �f11L A `ACF:t�E� G`1-: 4 1 '-O P.F( 1 O' u.Jl Ft 4 r> E c / ;171t�rs CTRsNr1 uU S ALAR r1tp L F2oof Pe"- �ac�Zt1.T•z_ (-r/r. ) I`41-lELLEZ N.R.S GATE '/AWE CFLa�G�D) 5- v -/!"rt -1 v./A1-1_ Pos-T IIJO'(A 7 Z (rtLcuLER) try? a ) A g. Ga. 1- )yOp 90 ID, 11nIDER CT2oLw1 Q LE/ OTTr RS) ( I� 1, VffAI E-/ > �� LoQKINJ( \Jest c, -4 I S • T# \O' sEe _,4T a or ro R .,,f- OL,SE LAy oiJ f l(o -11/ ,t, la -14- Le -11/a 6,-114� o au k Q.Z us 0 3 rn 6- \cr4 E; oA\ - biL18:39 FASTENER _CAP OR STOP TRAPEZE MAR - `` CHANNEL PIPE (fowE _ J OR ANGLE IRON '•- jr1 Uf A<i Nv T-17 • ' - }v 1 o 1/ CPI L 14 O41'0 I 115 ALL TMREAO ROO — RIPE RING • 1 ?\4:4 O Iv' TOP It•M CLAMP 1H411.0( U BOLT 14S ~� T3VQl 14C - SB -1 �\ 4IPE RING 1TE R00 _FaSTE Nig V hkill I I O � Sp+--SWAY a aACE - TOE bit) 111COCtAMPlf FIG 1000 SB -2 FASTENER BRACE FITTING COMPLE0E TWA) BRACE (14E I -B . B A • T R WINUTS AND WASHERS -•-BRACE FITTING COMPtFTE IV/FASTENER BR•CE FITTING rrENU { r -'IPE CLAMP IMPORTANT 14� LF/ 7 1 31 V`` to iv, I-1� t 1 EPI JT 0, 17 1Q 1 c• ot,t�G 7 $fol c ,J �pIA Its' u,''+1 ' t: - x,,1.0, 1`' 1 �4 �'• r l pa�1+ Iv/ 14r 3 ' I � � Lia O'' CIORAIM 02, 0 uppeR f-eiczzAkiikie mzeA 66ALE--, 1/3- - In localities subject to freezing conditions, it is the owner's responsi bility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to SPrinkler systems This drawing and the information and design application herein contained is the Property of Grinnell Fire Protection Systems Com pany, Inc and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request. information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. CONTRACT RESPONSIBILITIES ITEM GFPS STREET WATER CONNECTION UNDERGROUND 4ATER MAINS EXCAVATION BACKFILL WIRING PAINTING 1c ; li 0 Gr - i Nog / 0 -9 'IO to L ASTER K(oTE a/3 I=Ft1ALE oi1 1-L C T �--- 3 ` GI; o � •rr: D o ti -e —r L(r 11'p. R. I5 1\11r2('[ E VE *IL- FUR Mt\1t1 "A' ori LI r2 r7 R 1-_1 E zZ . IJ:�ALt -riPtco.L of 7 • ta- -y LEGAL DESCRIPTION A portion of Lot 23 as said lot is shown on City of Tukv.ila Boundary Line Adjustment No. 86-57BLA recorded under King County Recording No. 8612010233 and being more particularly described as follows: BEGINNING at a point on the northerly right-of-way line of Riverside Drive, said point being 578°36'10"E 4.00 feet fron the southwesterly corner of said Lot 23; thence from said POINT OF BEGINNING, leaving said northerly right-of-way line N11°23'50"E 675.39 feet to a point on the br,undary line of said Lot 23; thence along said boundary line 537°39'00"E 29.42 feet; thence 536°49'00E 99.00 feet; thence S36°08'00"E 104.00 feet; thence 535°35100"E 99.00 feet; thence 529°38'00"E 32.89 feet; thence 511°23'50"W 430.27 feet to a point on the northerly right-of-way line of said Riverside Drive; thence along said northerly right-of-way line N78°36'10"W 263.76 feet to the POINT OF BEGINNING. • Also being Lot 23 as shown on City of Tukwila Boundary Line Adjustment No. 88-1- BLA, recorded under Auditor's File No. 8803310838, Record of King County, • 43V ankaS 4 47 N 4Q U t.o-4 O 2 1-0 1,5 31ti NJ 5 io -4 0 0-4! difv n 4: ALL -IDIRoP3 fft" ) O SCHEDULE 40 • SCI-IEDULE BO O E M. MATERIAL SPECIAL REQUIREMENTS O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL FITTINGS k'ct-urri ARE -Ass .13/ 7.300o pf ft • crA u4r at irc r-L:plumm(// IsicZejk e-Oi PROJECT 157 —.THOMPSON TILE Z' 11.41 FOR. Arit 57.4 FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: PHONE: c Lowee mEz-zoeskIJI t\le AREA - OFIRK_E_ SPRINKLERS TYPE ORIF Fit 941 D r950 LIRRI641 TEMP FINISH CANOPY SYMB QTY 41. NorJE • TOTAL THIS SHEET A it Hydraulic Reference Point Line Designation of Pioe Below Bottom of Deck of Pipe Above Ref Plane Main Designation -10- Hanger Union Screwed Cap —0 Grooved Cap —*I Screwed Plug Elevation Change in Pipe (not thru floor) tt 404 SYMBOLS Flow Switch (FS) monitor Switch OS & Y Gate Vaive (OS & Y) BAulatIrmeriVI Electric Bell Water Motor Gong (WMG) Wafer Check Valve Swing Check Valve System Riser Fire Dept. Conn. (Standard) (FOCI Fire Dept Conn. (Flush) (FDC) *44 NIG-re LI- LI_Clie.;t4 ALL 1)RoP5 7-0 E i4 ty Fire Dept. Conn (Sidewalk) (FDC) Post Indicator Valve (PIV) 14 Fire Hydrant (3 Way) --lip Thrust Block _ Key Gate Sectional Valve with Roadway Box E2222 F ire Hose Assembly (see notes) Inspectors Test __O- Grooved Coupling IGC) -01-- Flanged Connection -6- Globe Valve Angie Valve 31;' Dry Pipe Vaive BOB BOD BOP 00 HV NIC NTS 08.1 PRV RM SP TOB TOP TOS UON BOTtOM of Be rn Bottom of De k Bottom of Pip Otto Hose valve Nipple and Call) Not er, Contra t Not to Scale Open Bar Jois Pressure Red ilalve Roof Manifold Standpipe Top of Beam Top of Pipe Top of Steei Unless Otherv,,ise Noted REQUIRE° SETBACK PER SHORELINES ACT TYPICAL , t?cli ie -k) L7 -76"A 4Q evocst-DE- ptlz ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after tois date will void this acceptan.3e an ;I Nill require a resubmittal of revised drdwings. Final acceptance is subject to field - inspection by a representative of this department CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. PLOT dp—L„6,1,1 FILE // NiorrF1 NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN SYSTEM TYPE WET X DELUGE—; APPROVALS Ei ISO IRI C FM OUT IN OUT IN OUT OUT IN GRINNELL FIRE CONTRACT NAME SCALE DRAWN BY: CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION _Amp SYSTEM AREA PROTECTION SYSTEMS Sig HYDRAULIC DESIGN DATA DENSITY .13 AREA OF APPLICATION TOTAL SYSTEM REQUIREMENTS GPM AT ITO ENGINEERING DEPARTMENT THESE PLANS PREPARED AT PSI AT WATER SUPPLY INFORMATION STATIC PRESSURE RESIDUAL PRESSURE 06- PSI. WITH GPM FLOWING DRAWING NO. 1 2 3 7 8 9 10 TEST TAKEN AT v 11 DATE CONTRACT NO 12 128682 1 2 4 5 7 8 9 10 1 11 12 STANDARD HANGERS (Circle haJEger(r119be�s.dl 3C 4C 5W 5C 5S 6 COACH SCREAM ROD —FASTENER CEILING PLATE (OPTIONAL) —PIPE RING FASTENER 180W0E8 STUOI -800 COUPLING .—ALL THREAD 1(.12) R00 ♦PIPE RING o • o o 0 I' wet \_-CONCRETE ANCHOR (DRILLED) ROD COUPLING —Al1 THREA0 ROD 6 ALL THREAD ROD PIPE RING FASTENER i n SIDE - SEAM 'RACKET CLIP) FASTENER 6W PIPE RING L SHORT STRAP SPRING LOADED • TOGGLE \ _CEILING PLATE .OPTIONAL, 7W — ALL 1HAE A0 R05 PIPE RING NEI NUT —.211 FIAT WASHER • L_ 85 9S 10S .f, ALL THREAD RDD -►VE RING TOP SEAM C CLAMP -API THREAD R00 PIPE RING TOP BEAM C CLAMP �1ll TH8fA0 R00 *PIPE RING (O I , CEILING FLANGE FAST'1NEB 4, ALL THREAD R00 / \\ +•,PE R'NG )t 18STENE8 -1 ~_ CAP 0R • STOP TRAPEZE EAR - 12S CHANNEL 1181 OR 1NG1E IRON 13S ALL THREAD R00 PIPE RING TOP BEAM CLAMP 14S 14W 14C SB -1 -1.008888 1 MCO CI ASAP IPP` 81 1f11M S8-2 1� !WIMP'i4i MACE 8100188 - COMP)! 01 SWA♦ 1R8C1 1111 ]'.0 8 A T 8 W NUTS AND WASHERS --SWAT BRACE TOE I' FE (PALL D fLLi 'CI' 3X13 -II TSP, or 1. 1- Fort L o C1TI-t-r, C2" 3x 21-o 4-.21h1, TIP oF S 54'FEt-EALt. eu1I-t1 IRw \i\lCLI sK1a6 QTR ID Pi PiI•lC-r NDTC a ct1ooq( 13oyr-i ENDS of P/PiNG- -f� Pl c.,, 4A0, 7-0 , 7' 0 0 •C5 3 x Q1-0 -r1 r7, of (''.j• FEr1Ate oil fLFfS) -r-II •F? S -D L 'C4-' 3x a0 -D TpP or a 0 1 • GE ?.LE 01-1.041''/� FEMpia ,0(o- 1 ■ ■r 1.' I-O4L 9-o r , C5 3x63 - o rET1x[ tr.TicI- - 7-O 4, 5-O 4, TJ? o P rl' �EHALE 0 o 11 -LET ag _ Y• 5 G rr.(oN 3,tal-O -9PF o(-' cy4" FEr me oU�iEIS7 =L`J ♦883(8 rump CIMr1F IF WTA5TEN8R 888C1141TTING - EMU acrr n -0 1-0 I 6-0 di' 31,1(,-o -r/P of 3/4. 8trlA LC pJTLE Ts� TMJ ■ ■ 0 - 0 e - o 3- O.i' JVV1 3 IS o 1 j 1? orr 3/4' FEnr+LC owrix ■ --r w 7 0 . S 0 "Cc 3x 9.I -o TOP, or a `'Y4 FEE IAL /I-FEh1ALC. t-UT1C-r -OL 7 _p 7- 0 ,1. 5.0 4'I *C10' 3 x I1-( _ftp of 5/S Fit -us -cc oItTi.1 .' "Vi.1- -( .. .. ■ I D 9"b•.. •407 c 1uTJr1 O k I, -0 4 5-o 1-0 JIM 3x al -c• T P C;14)-.41: /{ F4f IP LC •aTLLT ■ - ■ or 5-0 4 7-O 4.(o-E'o 3.1.04-0 •G1ALC �r T.LTS l 0 : 1i t !. O 7'- O 'f (i- *-�33x al -0 3/4- FEMALE aaTLer= �� ■ t4'4 ■ i 7 3x 1+23/4.' FEi MAL oir-rLE�s -4v Q 19 -LG III��-� '3-5" 3 x MPeL ■ atI' 4 7'- 0 n - 4- 1-9 - CliAttr - 1-9- CI-IAttr 5 1711( '`o ftA 1 I-'ISIot C�E� 31c a1 -D i P. of a .3/4FEttp.L.t. e3+ -fix T -j p 3 ,O 7-0 '1-O J c,-O�, -CJ11. 3113-11 -PSP E Or I kr"- 7t 3/4- Fel-1m ouTLes" a ■ -Ty 1' a- - 114, 1,0 .4 6-0 X 1.) 9.• 3 s• 11-11 -1-1P or I �� F......, c. T.. 1 T -1r lc I irs • evT..1 1 �I � 3z Irl I Tip, of a FEttR ou?LET. - 1E' it k 4I--11 4, - o . 5-0 1' M N r �a 3 X aLI- -,o -rie of (5 334' FE HALE of TLETj MI AN I. `?-oj, -o L t3 -p to -O 3-A i9 -o ¥4 FI r1A LE. 11 1l,'- al q 7 -O Co -0 'D4' 3xat-p' 3/d Eet-1ALC crert-E9, INTIF. 3 `/ -r'P of 1a ad TL.E:.-TS -7 3 �� T9PoPla. 1-0 0 0 7 -0 L1-0 '05' 3xI$-01 f 'NI? of (o 1.___-----"'''4 Prr1ALE 0.1.L.ETg) 1 ■ All 1.'4 F, 3.E/ T,J 04, S - O 3 0 44-cD j}, ' 17 "LtrL[ .i ' 'DV 3,c a,4 -o ithr FEE.EnEF � �urLcis �►! TZ/p of II r f(tuLL.; au%Ei R_ -o 6-0 T• 'D7' 3x A4 -o of la 1'FEtv+� /4 1=Er-1F'L.tc • 12 t Im r1". a. „Fa - o],_8-0 S -o PDB' .3x9.4-0 -''P OF 5 /4 �krFEEi1lE %1 Q ouTLLt 1■ a 1 U F O D9' 3% 4-(D 1 - 'DIG 3 x G 0"4 1112, of (o F3 -O A...? "DLI" la, -o pyo d -O Fa 04 .D1av 31.. la -3'/a- _J -'-o -D 13 v 3 42±-4, y 1,41 7.1 FEt Mts OI. 1u,v Tyr (t if t -DILL; 3 x 9..3-I O ■ • �Er 1ALE -T-1,7 ' La 1:)I5 3x 11-1oy,� - ■ w j 2/4 rE rr n :: ,--]-(t.4-1; TIPa- 'DLL` 3x a3.3 Fc MAU. flN roRErA$4 r10i C -r R ID 1-440 -'0 eE 4, of aa' t,ovi eo-r-r0r1 F v ARV I-Iirla 4, 3'„ 1,1-H ooKS,1-J7 rot CTR 10 �* I -'4ss-r GRID Pak 5o'- 0 riAir•1 AA3 . SIL15-5'h tit -u UnID GROLUNO To S 1IJ6rAi. 0c e)/ ott-}ERS 50'-O fr ia-3 /5�0- ." 3- O" 9-7 a A to -6 /4 vdeu vos-r E,E.• •1'2E121 nI�ICR Q - — SU.Ci -=W..a f')1 a 67 t 0 5o--/) ✓ Moar-1 i WATER r1J-ro� ,` (O ' o'• ABOVE (i,- 1Te p C7RA 17 E, B E -1'.JEL..F-r aALl. PcnT 14 v,c.s5.1 5.2 50 O 50 0. Z) 6,0' O' <LHA11.1 T3 17-t5°- -1'_ 3,L?I -0 3x694.0 .3 4 cS Taa1-o -ca. ••J (`13 tr a 4-- -p� 2I 24 - 0 3x19-0 1 } Da} -d -pa 3ta4-0 © 8 QI Dr 3)(a -0 434 -iiz- P.6..2� { ' F; 1 El • D3" - - �> 19 0 _ I 7 97' i S f a•i O' 1) • 1 V / AREA 39/060C13) r� V • 3-11 EL 9-9 A.ff (. 1419 R (a.-3 -14 4 GO v 5r.i1-0 $3 ID- G 4 0.2.1-C> r 1.i,y >=oREr14Il I\jo1c of GRID t,Ir'J ARC 9..:1" GE1.0.J of VECK, I-14t4c, "J 3 y.- 14 " La- FlooK5 , FoEz &8 ID 0;1 C1 -Rip 3,L.{ (o 4 ,+..�/o F7 ,(.1t'-' k • • 3 • :a NOTE : A17n 5x1 % f t+t7 CAP -pRoP A.417 oJER 1 X Tao Aw]r1D.-3 l,. l!. --L •r0 1'./ALJt A., L., 1:i..8 1A 4-4 J I A1rJ 4 rasp TES T GEST' o 41 '09' 3x 3141 8D . 'D.2- i=s' o,103.1.4 'J%4i o 3P.7 -0 3,c,{ -o IbQa3* - o ---o IO • c 1 • • - 9 ♦ -c N `^7()--v —�'J I�"1Tlr•l-�,.>—"1-Z'C,)� � ^rte ��{„�I� ^ 4ILT�� •, ! " • Db' ' I ' Da"• C�- r7,== D�' O3' .0'IIY tai I `�' 1• �rcyy.Q I "=•a�1-v IcaAi o" a I 3119_Q 'D3' o 38.2470 .3x,r2 -o /y HAINI Li ROO 0 LP- L'i=-.74b---1.4-11.3 ` 10/-0--,4-9 AO ./',!::---7.0+940";- 7 70-7.14°-...--1113'----9‘--4°1131.-41 ' r * Sa - 1 .3.1, -AIT : : 443. 3* -O:1-0 x - -1200 /6.1[E.A r in 5 LAE. 3 cr 0 DATE BY REVISIONS -SEE FLAGGED AREA ON PLAN IMPORTANT In localities subject to freezing conditions, it is the owner's responsi bitty to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com pany, Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GF PS upon request: all information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GF PS. CONTRACT RESPONSIBILITIES ITEM GFPS 10T.rHE RS STREET WATER CONNECTION UNDERGROUND vVATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS 0 DOMESTIC PPE 0 SCHEDULE 40 0 SCHEDULE 80 0 F. M. MATERIAL 0 GALVANIZED PIPE 0 GALVANIZED FITTINGS 0 GALVANIZED MATERIALS 0 SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT : rs'IC Lit- 1,1 PHONE : LIG SPRINKLERS TYPE ORIF TEMP FINISH CANOPY SYMB QTY Tssuc TOTAL THIS SHEET Hydraulic Reference Point Line Designation c. P,pe Below Bottom of Deck c_ of Pipe Above Ref Plane A Main Designation •0, Hanger -4e- Union -4) Grooved Cap —(1 Screwed Plug ""---rrezurL Elevation Change in Pipe (not thru floor) SYMBOLS Flow Switch (FS) Monttor Switch -•Ci- Butterfly Valve 0 Alarm Valve IALV) 1,1i Electric Bell t=t Water Motor Gong IVVMGI -C-.)4 Wafer Check Valve Soong Check Valve systern Riser Fire Dept. Conn. (Standard) (FOCI 24,1•1 Fire Dept. Conn. (Flush) (FDC) te Fire Dept. Conn (Stdewalk) (F DC) Post Indicator Valve (PIV) Fire Hydrant 13 Way) 4_ Key Gate sect,oflat Valve wtth Roadway Box oE2Z22 Fire Hose Assembly (see notes) Inspectors Test Grooved Coupling (GC) -{1}- Flanged Connection -r Angle Valve Dry Pipe Valve BOB BOD BOP DO HV NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIATI NS Bottom of El am Bottom of P. e 0.110 Hose Valve Not n Contract Not to Scale Pressure Red Valve Top of Steel Unless Other Apse Noted SYSTEM TYPE WET_X DELUGE— DRY PREACTION APPROVALS ISO T IN T OuT Out- iry GRINNELL FIRE PROTECTION SYSTEMS CONTRACT NAME SCALE DRAWN BY CHECKED BY SYSTEM DESIGN DATA HAZARD CLASSIFICATION Ttt- SYSTEM AREA HYDRAuLIC DESIGN DATA DENSITY ...39 AREA OF APPLICATION TOTAL SYSTEM RECluiREMENTS HOSE AL LOWANCES GPM AT PSI AT THESE PLANS PREPARED AT ENGINEERING DEPARTMENT WATER SUPPLY INFORMATION STATIC PRESSuRE PSI PSI. WITH GPM FLOwING DRAWING NO. 1 2 3 5 8 9 10 TEST TAKEN AT 11 BY DATE CONTRACT NO 12 _ 161923 0 T 1+1 — — ---41) - { 1 r i t�1 .1 1 ,r I 'fes .11 1T 1 -v tI 3 I ktgch4.T>c7� ill�� ` I o 1 CT-IP%c41_1 20;j: .'_1 1 aD�' ,T1 11-0 � y 1 e. 1 e 1 I. I. 1, . 1 1t , G, I �Q m1 M , M Nz vi Paz - ttt 1- ,li r I1-1 T k.0 O• ,1, T 1-0 1r NE -NH 3xI Nt( Cyl -res 1C. ?LY .1b1 s II ST�EL�, 5 EX -1sT, 3" 1b1?-a•-14..ukl.tit-1 E. 1aa,.]a to v-1 ►ptYe . ALL T47..ctlD c„T t,. -k., ST`ecL. Arr 12-t.Cc.4T a / c/mAxt, (T�(P \ G.q� •) L r • r '1 11, r T I, T I 1 I 1 1Z -c -1 2 15 1'o" A.F. , P>zcz 7-3 t (- sem; -�1�a — I1 -1z i °. I riti 1 I T 1, T 1 r -�I>- - r ▪ Iz-3 z M� NI! z 1 r a MI T 1' trtx 0)-5/ 1121'1 � c /- ?h 1 r-1 o fj z -3Z 2L.L.,I�!`r� n 1=p,. r —4I)-- 1 1� 1 'T S 1111 12.-3 -H 11-3 r -r t z-3 Z -T- fz-3 z • 1 o -^r ,11 T t_�, � a/ 1 Ct T " I� H:C°-3 t(,1 1 1 T 1 T �r 1 1111 T na❑ \Q'�� "f 4,-3-.1 4 1 1 ,11 T ,1, 1 ,1 1 -I 1 1 5 I -01 11 —— (Z- to 3,ct cm -TM (-rip t4.0, L) _r 1 —5 — -- 1i'�I 1z --t0 COLUMN SPRINKLER DESIGN CRITERIA G.. This drawing indicates protection for a pipe column. Protection far a wide flange column is similar except that the ATR rod is lengthened by the dimension from the face of the colour to the face of the web. Draw a detail and indicate the required material and a fitter mote to: 'Mount sidewall at xx.. above finish floor.' COLUMN SPRINKLER - 3' PIPE ITEM DESCRIPTION :QTY. 3/8' P.D. Steel Stud 1 1 Load 1 1 3/8' Rod Coupling 1 318' x 4' ATR 1 1 1' Rinq Hanger 1 1 1' Black Pipe 1 3' 1' 45° Ealy. Elbow 1 1' x 1/2' Hex Bushing 1 1/2' Horizontal . Sidewall Sprinkler 1 2 -Pc. Head Guard 1 1 NATL. 1,14 . LABOR .70 . FAB .10 . Col -L-44.-4 SP�1r-tk-L-DETo t t TUKWILA FIRE DEPARTMENT Please call: 575.4407 cnd give this job and s.xact address for shut - WWI w11 or restoration approval. ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is sl.l'oject to field- inspec':ian oy a redresentative of this dep::rt: -ent DATE: CITY OF TUKWILA 575-4407 BILE CONTRACT NAME. 4{o1'4\IP Tim (.0-100 TZIVE74 tLq isksta CONTRACT WITH T►- J Tt t_s (_-,a ?A./EZ51DE USS. -rL L&\J\1. 1 WA.. 4Is1e - - Cs› -1r -► : LAY t�>�.EE:� 1-t -£3z:7 -4013 -- A `U" HOOK B COACH SCREW ROD C "C' CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE HANGER LEGEND M N P R MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE SPRINKLER LEGEND UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. D TYPE S MFG/MODEL SPRINKLERS USED SIZE TEMP. FINISH CANOPY QUAN MK DATE BY REVISIONS G F-150 -amt(. 1C-05 It7;40456 I5 A T U 1- 2 3 7 1 SPRAY 16 8 16 2 0 1/7 OPENING UP 1/2 SYMBOL OPENING DOWN 11 -4 A pm SIDE BEAM BRACKET V 4 17 32 SPRAY 3/4" 1/2 A n • APPROVALS REQUIRED C. tit Qr.= TL, L( .J Imo. n DISTRIBUTION 1 "J" BOLT K SHORT CLIP =W Y 2 8 6 2 SIDEWALL 14 1/2" 1/2 4 "L' ROD 1' I DRY TYPE • • 1- 1- 1- TEMP RATING I/2 O 165' 212' 430 286' 350' TOTAL THIS SHEET IS GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED_ 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. - 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 11 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. Z 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - z Ce DESIGN CRITERIA AND NOTES VA/14[A VS 54-10Q4 D4 P S1-4SD LA► -IC ��. �6�,.� >P%P1 t5 Sl-to�t� AS So L_iO- - PIPE St- L.L... sew CO �� 1_ r �� i l4?� MIK 311 5 Fire Systems West - - Z\ct c -Vim. Su1rc WA ST CONTS LIC NO FIRE SWI 14081 QUALITY CONTROL BY DATE - - APPROVED FOR FABRICATION BY DATE - APPROVED FOR INSTALLATION BY - DATE DESIGNER DATE 108 NO. SHEET I,oki:,ri L:c1Fyt i 313o 15 I- OF t - 3'-9- / 10'-0" / 10'-0" T / 8'-0" / SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE 8, FINISH TEMP QTY • RELIABLE G RECESSED SSP, r, 2 , CHR, WHf 165' I REVISIONS MK a Icy 11/4 1 VN. i • CONTRACT WITH: COMMERCIAL NT •1 -4 - i; M C Gj M �M6 ; Qo � SEP 8 r..99 ... �� 1 9 1-8 44, DATE 3-8 4 CLINT CARR 9-7-99 12-4760 1 am a r— ,_, I • • o c ---// / PARTIAL SECOND FLOOR PLAN SCALE: 1/8' = 1'-0' 1 9" ACCEPTED Without Comments AsNoted lnRed D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinanns. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: l0/8/By: jjSO— TUKWILA FIRE DEPARTMOIt Please call: 575-4407 and give this job and exact address for shut= down or restoration approval. SCOPE OF WORK ADD FIRE SPRINKLER PENDENTS FOR NEW CEILING ON SECOND FLOOR LISTER/FITTER NOTES 1. ALL SCREWED PIPE TO BE XL. 2. TYPICAL HANGER TO BE TYPE "40Z," U.N.O. 3. TYPICAL DROP TO BE 1(0-4)RC, U.N.O. 4. TYPICAL CEILING HEIGHT TO BE 9'-0" U.N.O. 5. - - - = EXISTING 2" LINES. WOOD JOIST OR BEAM / hitt. hitt / hitt hitt THREADED ROD RING HANGER` '".CONCRETE/WOOD ELCO HANGERMATE ZE710 PIPE HANGER DETAIL 'Z' NOT TO SCALE HANGER LEGEND Z 3/8" ELCO ZE710 SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE 8, FINISH TEMP QTY • RELIABLE G RECESSED SSP, r, 2 , CHR, WHf 165' 10 REVISIONS MK DATE BY CONTRACT WITH: COMMERCIAL NT SERVICES CONTRACT NAME: THOMPSON TILE 6700 RIVERSIDE DRIVE L.'1 TUKWILA, WA JIM SUTTER 229-1667 i; M C Gj M �M6 ; Qo � SEP 8 r..99 ... PATRIFP099CF M ATRIOT TACOMA, WA 98424 253 926-2290 FIRE PROTECTION FAX (253) 922-6150 DESIGNER DATE JOB NUMBER 1 CLINT CARR 9-7-99 12-4760 OFFICE OPEN OFFICE — - SERVER CK/2-A HALLWAY COPY ROOM RESTROOM ' rnK2A r F77, 44. T44,7-; .1, 24 OPEN OFFICE TO LOWER FLOOR SIGNAL CIRCUIT FIRE ALARM PLAN - UPPER FLOOR SCALE:1/16" = TO LOWER FLOOR SIGNAL CIRCUIT DEVICE LEGEND rtr 1( D "7. 110CD • . • • , • . . . •. CK#3-D 110C,D CK D 110CD EOL 471( • • CK13-D t ; 110CD 110CD EOL 47K TUKWILA FIRE DEPARTMENT riC?.Se call 206-575-4407 and givp this Fire Permit No. and exact address for shut- down cr restoration approval. ‘Q‘i. chs% ‘IkyvN C" °I -ILA/ 74- CKI,3-A . : . . . -. . . . . . , CK13-A CK13-A .1 . CK / 45- —54 110CD EOL 47K 110CD EOL 47K CK13-B 110CD 110CD 110CD : : " 110CD; ..-,:- ,i .• ; Y42 :r.------1, ,,,---.-- ," .--------r, i,-------1 110CD " 110CD C43 -B CK/3-B • 110CD WAREFOUSE SPACE 1, 7 ,• CK13-B • 110CD 110CD 1 110CD: WORK ROOM FSI Confidence Plus 1524 45th ST E Sumner, WA 98390 253-826-0099 FAX 253-826-1033 LIC # FSICOCP918Q4 PROJECT: 6700 Riverside 6700 Riverside Drive Tukwila, WA FIRE ALARM: FSI Confidence Plus 1524 45th ST E Sumner, WA 98390 Contact Person: Chase Clements 253-561-1202 chase@fsicpi.com TO UPPER FLOOR SIGNAL CIRCUIT OFFICE OFFICE CS:11-A OFF10E / • : . . CK13-B 110CD .: ' • t •' CKj3-D 5.5 110CD ] OKf3-D ; 110CD CK B OPEN OFFICE • r ! !151 15 !il i'--------7----4,..., j,: 110CD '•'' '-: ''''---, ocD 4 4 ..=••••••=i .1,,...,............4 F*,_, • apicl , . CK C -c 110CD CK 110D CKI3-C 3 - 1-7-41 —4 •-- — n :1"— , _ \ ------, ‘, ::-...., ; \ -- (7:;-1-7 f -=,-V-77 1 - — — + , - ; - .:: 1 FcPs I I OPEN OFFICE OFACE FIRE ALARM PLAN - MAIN FLOOR CKf3-D TO UPPER FLOOR SIGNAL CIRCUIT CE SCALE: 1/16" = 1'-0" WIRING LEGEND WIRING LEGEND PULL STATION GAMEWELL MS -7 6 FIRE ALARM CONTROL PANEL GAMEWELL 7100 1 / SIGNALING LINE - 18-2 gauge FPLR FCPS CK#1 CIRCUIT #1 - 14-2 gauge FPLR FCPS P FACP STROBE ONLY SYSTEM SENSOR 37 FIRE ALARM CONTROL PANEL GAMEWELL HPFF8 2 CK#1-A CIRCUIT #1-A - 14-2 gauge FPLR CK#2 CIRCUIT #2 - 14-2 gauge FPLR FCPS s FCPS HORN - STROBE SYSTEM SENSOR 34 FIRE ALARM CONTROL PANEL - GAMEWELL LCD -7100 1 CK#1-B CIRCUIT #1-B - 14-2 gauge FPLR CK#3 CIRCUIT #3 - 14-2 gauge FPLR FCPS ANN SMOKE DETECTOR IT GAMEWELL VELOCITI SERIES 1 ALARM BELL. ® POTTER 1 CK#1-C CIRCUIT #1-C - 14-2 gauge FPLR CK#4 CIRCUIT #4 - 14-2 gauge FPLR FCPS WATER FLOW SWITCH Fl POTTER 1 CK#1-D CIRCUIT #1-D - 14-2 gauge FPLR CK//1-A CIRCUIT #1-A - 14-2 gauge FPLR FACP TAMPER SWITCH GAMEWELL AMM -2F 2 CK#1-B CIRCUIT #1-B - 14-2 gauge FPLR FACP r Confidence Plus Inc 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: 6700 Riverside 6700 Riverside Drive Tukwila, WA CONTRACT WITH: FSI Confidence Plus 1524 45th ST E Sumner, WA 98390 Phone: 253-826-0099 Fax: 253-826-1033 PAID SEP -62011 TUKWILA FIRE -*-c/73.r& DESIGNER: • CC REVIEWED BY: TK DATE: August 31, 2011 SCALE: As Noted AHJ: City of Tukwila JOB # 5212 SHEET # FA1 OF 1 X" BRANCHLINE 1" ARM -OVER (VARIES) 1/" SSP TYPICAL DROP NTS WOOD BEAM COACH SCREW ROD 3/8" ROD COUPLING EXISTING GWB 3/8" A.T.R. _HANGER RING COACH SCREW ROD HANGER TYPE B NTS 4N//BN1/111111 GLU-LAM OR BEAM MODEL #SWG 20 ALL THREAD ROD HANGER RING SAMMY SIDEWINDER HANGER TYPE S NTS GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S20 NTS C2� OFFICE C.H.=10'-5" T OFFICE C.H.=10'-5" ROTATE EXIST i ARM -OVERS 180° (3-PLCS) At ow Ipu 5-0 1 y II TO TOE W7.0 1X V III -I �0 I I° VI -N - NEW 2x1 1 / 3.11 ca Y CH.=10'5" R •'s �. OFFICE I!' OFFICE 1st FLOOR PIPING PLAN SCALE: 1/8" = 1'-0" SCOPE OF WORK 1. ADD AND RELOCATE PENDENT SPRINKLERS AS NECESSARY TO ACCOMMODATE NEW WALLS AND CEILINGS FOR SIX NEW OFFICES. 2. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 LIGHT HAZARD. 3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 4. MATERIALS PER NFPA#13 STANDARDS AS SELECTED BY FSI. 5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. DESIGN CRITERIA OFFICE: LIGHT HAZ WET - -10 GPM /1500 SQ FT (AREA OF WORK NOT CALCULATED BECAUSE IT IS NOT WITHIN THE SYSTEM REMOTE AREA. PIPE SIZING AND SPRINKLER SPACING CONSISTENT WITH EXISTING CALCULATIONS). EXCLUSIONS 1. SHIFT WORK. WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS. 2. ELECTRICAL OR FIRE ALARM WORK OF ANY TYPE. 3. EXISTING SYSTEM UPGRADES THAT MIGHT BE REQUIRED BY THE LOCAL AUTHORITY. 4. RELOCATION OF EXISTING PIPING FOR OTHER TRADES. 5. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING , PENETRATIONS, HANGERS AND BRACING. 6. WASHINGTON STATE SALES TAX. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND ULIFM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. CONSTRUCTION NOTES 1. ALL NEW PIPE 11/2" AND LARGER TO BE DYNA-FLO BLACK STEEL WITH WELDED AND GROOVED FITTINGS. 2. ALL NEW PIPE SMALLER THAN 1'/" TO BE SCHEDULE 40 BLACK STEEL WITH BLACK DUCTILE IRON THREADED FITTINGS. 3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO BE SAMMY SUPER SCREW, ROD COUPLING, ATR AND RING, (UNLESS NOTED OTHERWISE). SYMBOL LEGEND R • - PENDENT SPRINKLER HEAD TO BE RELOCATED. A • - PENDENT SPRINKLER HEAD TO BE ADDED. R 0 - UPRIGHT SPRINKLER HEAD TO BE RELOCATED. A (,�f - UPRIGHT SPRINKLER HEAD TO BE ADDED. P • - PENDENT SPRINKLER HEAD TO BE REMOVED AND PLUGGED. • - EXISTING PENDENT SPLRINKLER TO REMAIN - - - - - EXISTING SPRINKLER PIPE. NEW SPRINKLER PIPE. -- - - MECHANICAL TEE. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- e... -,41) or re toraticn approval. c Py fnN "roma- ❑ Without Comments ❑ As Notd in Red xf Per The A tached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for con`ormance with current City standards. Accept 'ce is s,Jbject to errors and omissions which do nc.t authorize violations of adopted standards and orci,77inct. The he respons bility for the f.-Jequacy of oe;;Ic.' = -` v'. *o`ally with the designer. Additions, deletion= or r v=z ons to these drawings after -.is date will void tris ,.:.: ept;.rice and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. ADate: -2- IS-- d By: SI 1st Fir FIRE SPRINKLER DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO HANGER LEGEND SPRINKLER HEAD LEGEND A - ALARM VALVE RISER A - SHOTGUN RISER * - DRY PIPE RISER - N - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING ( X ) - WELDED PIPE TAG ® - BRANCHLINE NUMBER U - DELUGE I PREACTION RISER = FIRE DEPARTMENT CONNECTION - WATER MOTOR GONG n - ELECTRIC BELL - - - THREADED PIPE COUPLING - - CONTROL VALVE �_--m-CHECK VALVE 9-0 - PIPE SIZE &LENGTH (8-10) - PIPE SIZE & CUT LENGTH 0 --HYDRAULI&NODE -rt- - PIPE HANGER (SEE CHART) *0" FFt ELEVATION DATUM (SEE CHART) 1 - SEISMIC BRACE (SEE CHART) * 0" TS t - CENTERLINE OF PIPE (SEE CHART) BELOW DECK MK DATE BY DESCRIPTION THIS SYSTEM IS THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED A U -HOOK M SPRINKLER TYPE MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY - FLOW TEST - B COACH SCREW N TOGGLE NUT STATIC: C "C" CLAMP P HDI -P SEMI -RECESSED PENDENT GEM F950 R • 5.6 112" 155° CHR WHT 5 RESIDUAL: D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR SEMI -RECESSED PENDENT TYCO TY-FRB!TY3231 A• 5.6 112" 155° CHR WHT 3 GPM FLOWING: E EYE ROD S SAMMY SUPER SCREW (GST20) UPRIGHT GEM F950 R 5.6 112" 200° BR 0 DATE & TIME: F - SYSTEM DESIGN - G FLUSH SHELL CEILING FLANGE SW SX SAMMY SIDEWINDER (SWG20) UPRIGHT TYCO TY-FRBITY3131 A0 5.6 112" 200° BR 0 Fire Sprinklers SAMMY X -PRESS REMOTE AREA: H SIDE BEAM BRACKET T TRAPEZE DENSITY: J "J" BOLT U MAX AREA/HEAD K SHORT STRAP W K -FACTOR L 'L' ROD X TOTAL THIS SHEET 8 WA CL# FIRESI*988RJ 1524 45th Street East, Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Design Imports 6700 Riverside Dr Tukwila, WA PAID JUL 07 2011 TUKWILA FIRE . 7-1W ;P".2vv - DESIGNER: Kevin Bell DATE: JULY 7, 2011 SCALE: As Noted CONTRACT WITH. DPInc 19909 Ballinger Way NE Seattle, WA 98155 P.M. - Quinn Anderson (206) 361-2989 SUPT. - HAZARD: As Noted AHJ: JOB # 2838 SHEET # FP1 OF 2 TIME: 12:38:04PM -'37-15-11(),/ oaZ-. e7 X" BRANCHLINE MM NEB 11 L1" ARM -OVER (VARIES) x'/i' R.C. '/z" SSP TYPICAL DROP NTS WOOD BEAM - COACH SCREW ROD 3/8" ROD COUPLING - EXISTING GWB 3/8" A.T.R. HANGER RING COACH SCREW ROD HANGER TYPE B - ALARM VALVE RISER A -SHOTGUN RISER • - DRY PIPE RISER NTS DRAWING SYMBOLS 111•161111111 - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING •cru#ndx att= GLU-LAM OR BEAM MODEL #SWG 20 ALL THREAD ROD N- HANGER RING SAMMY SIDEWINDER HANGER TYPE S NTS GLU-LAM OR BEAM -_ MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S20 ( X ) - WELDED PIPE TAG - BRANCHLINE NUMBER U - DELUGE 1 PREACTION RISER FIRE DEPARTMENT CONNECTION /CM. - WATER MOTOR GONG - ELECTRIC BELL - THREADED PIPE COUPLING -- CONTROL VALVE HECK VALVE 9-0 1 (8-10) (p) - PIPE SIZE & LENGTH - PIPE SIZE & CUT LENGTH -▪ PIPEHANGER(SEECHART) *0" FF (SEE CHART) Y 1 - SEISMIC BRACE (SEE CHART) * 0" TS t (SEE CHART) HYDRAULIC -NODE - ELEVATION DATUM - CENTERLINE OF PIPE BELOW DECK NTS REVISIONS MK DATE BY DESCRIPTION 3 HYDRAULIC DESIGN INFO n THIS SYSTEM IS I I HYDRAULICALLY DESIGNED IDI THIS SYSTEM IS NOT �J HYDRAULICALLY DESIGNED - FLOW TEST - STATIC: RESIDUAL: GPM FLOWING: DATE & TIME: - SYSTEM DESIGN - REMOTE AREA: - DENSITY: MAX AREA/HEAD K -FACTOR • • NEW SERVER ROOM (OPEN TO STRUCTURE) SCOPE OF WORK 1. ADD AND RELOCATE PENDENT SPRINKLERS AS NECESSARY TO ACCOMMODATE NEW WALLS AND CEILINGS FOR SIX NEW OFFICES. 2. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 LIGHT HAZARD. 3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 4. MATERIALS PER NFPA#13 STANDARDS AS SELECTED BY FSI. 5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. DESIGN CRITERIA OFFICE: • • EZ El El El -, El Ell El LI MI El Ell Ell T� EXIST ' IL' c, w A W H to X W R • LIGHT HAZWET-.10GPM /1500SQFT (AREA OF WORK NOT CALCULATED BECAUSE IT IS NOT WITHIN THE SYSTEM REMOTE AREA. PIPE SIZING AND SPRINKLER SPACING CONSISTENT WITH EXISTING CALCULATIONS). EXCLUSIONS 1. SHIFT WORK. WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS. 2. ELECTRICAL OR FIRE ALARM WORK OF ANY TYPE. 3. EXISTING SYSTEM UPGRADES THAT MIGHT BE REQUIRED BY THE LOCAL AUTHORITY 4. RELOCATION OF EXISTING PIPING FOR OTHER TRADES. 5. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING PENETRATIONS, HANGERS AND BRACING. 6. WASHINGTON STATE SALES TAX. 0 HANGER LEGEND A U -HOOK B COACH SCREW C 'C" CLAMP D TOP BEAM CLAMP W/ STRAP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J 'J" BOLT K SHORT STRAP L "L' ROD M REMOVE 1x'-2 RC AT TOP OF EXIST SPRIG. ADD NEW 1x1x1 BULL HEAD TEE AND (2) NEW 1 x 0-10 ARM -OVERS TO EXTEND SSU's TO EACH SIDE OF NEW WALL. RELOCATE EXIST SSU TO OUTSIDE OF ROOM. ADD NEW 200° SSU INSIDE ROOM. (2 -PLACES) • • • GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL/FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTH ERS. CONSTRUCTION NOTES 1. ALL NEW PIPE 11/2" AND LARGER TO BE DYNA-FLO BLACK STEEL WITH WELDED AND GROOVED FITTINGS. 2. ALL NEW PIPE SMALLER THAN 1'/z" TO BE SCHEDULE 40 BLACK STEEL WITH BLACK DUCTILE IRON THREADED FITTINGS. 3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO BE SAMMY SUPER SCREW, ROD COUPLING, ATR AND RING, (UNLESS NOTED OTHERWISE). R • Ao R0 A0 Po • SYMBOL LEGEND - PENDENT SPRINKLER HEAD TO BE RELOCATED. - PENDENT SPRINKLER HEAD TO BE ADDED. - UPRIGHT SPRINKLER HEAD TO BE RELOCATED. - UPRIGHT SPRINKLER HEAD TO BE ADDED. - PENDENT SPRINKLER HEAD TO BE REMOVED AND PLUGGED. - EXISTING PENDENT SPLRINKLER TO REMAIN - - - - - EXISTING SPRINKLER PIPE. - NEW SPRINKLER PIPE. - MECHANICAL TEE. SPRINKLER TYPE MFG ROOF PIPING PLAN SCALE: 1/8" = 1-0" SPRINKLER HEAD LEGEND 2nd Fir FIRE SPRINKLER MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY N TOGGLE NUT P HDI -P R WEDGE ANCHOR S SAMMY SUPER SCREW (GST20) SW SAMMY SIDEWINDER (SWG20) SX SAMMY X -PRESS T TRAPEZE U - W - X - SEMI -RECESSED PENDENT SEMI -RECESSED PENDENT UPRIGHT UPRIGHT GEM F950 R O 5.6 TYCO TY-FRB1TY3231 A • 5.6 GEM F950 R 0 5.6 TYCO TY-FRB!TY3131 A 0 5.6 112" 112" 112" 112" 155° 155° 200° 200° CHR WHT 0 CHR WHT 0 BR 2 BR 2 TOTAL THIS SHEET 4 1 rffrrITr1 PROJECT: Design Imports 6700 Riverside Dr Tukwila, WA Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th Street East, Suite 102 Sumner, WA 98390 (253) 826-0099 CONTRACT WITH DPInc 19909 Ballinger Way NE Seattle, WA 98155 P.M. - Quinn Anderson (206) 361-2989 SUPT. - DESIGNER: Kevin Bell DATE: JULY 7, 2011 SCALE: HAZARD: AHJ: As Noted As Noted JOB # 2838 SHEET # m 1 - FP2 OF 2 0 OPEN OFFICE TO MAIN FLOOR FCPS SERVER OFFICE 71.1 CK12-A RESTROOM CKI2-Arl CKI2-A 15m RESTROOM 1 MI - HALLWAY mim41k OFFICE OPEN OFFICE CK12-A OPEN OFFICE FIRE ALARM PLAN - UPPER FLOOR SCALE:1/16" =1'-0" } CK14 Ai )In..,ost-o.►S devices 4-0 S; o,hk- arldriss jSt.e.. ((brealec, 1 c4 hoUf-c a key a„ deed, C4 7'4( rA-q..44 P3 ✓tSkeri. W 14 tie+ a l.eac(y dOVA 4:•If1‘%5-e erLA- rt` T UKVIILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fife Permit No. 11-r-- 171. and exi. ct add:-ess for shut- down or restcraaan approval. 110CD Ea41K CKj3 11CCD WORK ROOM CKj2 0 CKI3 CKI3 OFFICE OFHCE WAREHOUSE SPACE CK 1-A Dau nao as 41K CK¢2 CK14 CK#2 WORK ROOM CKI1-A CKI1-A LANDING 110W Ea 4Th FIRE ALARM PLAN - MAIN FLOOR Dan CKI2 CKj3 TO UPPER FLOOR CK#2-A EV nil Nor M' ism .,OpFSw swuE LOB JANITOR 1sm OPEN OFFICE CKf4 FSI Confidence Plus 1524 45th ST E Sumner, WA 98390 253-826-0099 FAX 253-826-1033 LIC # FSICOCP918Q4 PROJECT: 6700 Riverside 6700 Riverside Drive Tukwila, WA FIRE ALARM: FSI Confidence Plus -1524 45th ST E Sumner, WA 98390 Contact Person: Chase Clements 253-561-1202 chase@fsicpi.com ❑ W tho ;t: Comments As Noted in Red ❑ - Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subjixt to errors and omissions which oC not a:.tr.onze violations of adopted crt mdards and ordinances. The reso�onsibility for the couacy of des'�n f e is totally v,sit,' 1 the designer. Addition;, deletions or revisions to tree drawings after this tate will void triis acceptance and will require a resubm t ai of r_vised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwiia Fire Prevention Bureau. • Cate: U -Z _1 / By: /< i' . ,`--S/) 1 OPEN OFFICE Cl 110 CKI1-A OFFICE OPEN OFFICE OFFICE - OFFICE 124, 11/014c SCALE:1/16" = DEVICE LEGEND WIRING LEGEND WIRING LEGEND PULL STATION GAMEWELL MS -7 6 FIRE ALARM CONTROL PANEL F ACP GAMEWELL 7100 1 SIGNALING LINE -18-2 gauge FPLR FCPS CK#1 CIRCUIT #1 - 14-2 gauge FPLR FCPS STROBE ONLY SYSTEM SENSOR 7 FIRE ALARM CONTROL PANEL FCPS GAMEWELL HPFF8 1 CK#2 CIRCUIT #2 -14-2 gauge FPLR FCPS HORN -STROBE SYSTEM SENSOR 34 FIRE ALARM CONTROL PANEL ANN GAMEWELL LCD -7100 1 SMOKE DETECTOR GAMEWELL VELOCITI SERIES WATER FLOW SWITCH POTTER 1 TAMPER SWITCH GAMEWELL AMM -2F 2 CK#3 CIRCUIT #3 -14-2 gauge FPLR FCPS CK#4 CIRCUIT #4 -14-2 gauge FPLR FCPS CK#1-A CIRCUIT #1-A -14-2 gauge FPLR FACP CK#1-B CIRCUIT #1-A -14-2 gauge FPLR FACP G�\JOBS\ Alarms\5025 - Kent 228 Bldg D\FSI CPI logo.bmp 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: 6700 Riverside 6700 Riverside Drive Tukwila, WA CONTRACT WITH: FSI Confidence Plus 1524 45th ST E Sumner, WA 98390 Phone: 253-826-0099 Fax: 253-826-1033 DESIGNER: CC REVIEWED BY: TK DATE: July 27, 2011 SCALE: As Noted AHJ: City of Tukwila JOB # 5212 SHEET # FA1 OF 1 GLB 1" ARM -OVER TO COLUMN U -HOOK - UP TO 2" PIPE - 5/16" DIAMETER ROD ATTACHMENT UP TO 2" PIPE - NO. 16 X 2" DRIVE SCREW U -HOOK HANGERTYPEA NTS COLUMN / MECHANICAL TEE _1" ARM -OVER (VARIES) DROP LENGTH VARIES 15'-0" AFF ELEVATION \--1/2" HSW COLUMN SPRINKLER NTS - 0-8 SQ —Q--- -C-----C----r' - —4 3” BR LINES, TYP ----- `----0-----r----c----L----v-----0---------- ----fit 40 (JO' o 43 � _�---_ PO 0 -----:r---r-------ti-----0-----C----fir 0-te ---c p �0 4�' o 3 3 1 GO� �� • 5Q 0-8 c o-----0-----3- ----a---- --- ---- -----0- -t-----o-----o----=r---�r---- I v 3 - - - - "�+ `n+�. .c -L--O----G' O 0 t s _--- G -v 0 O -0- 0 O C-� zC O0 0 3k ('(< 5Iv -00Q•� : O O c }} - 3 3 {- --• C {, -,Th C Cr3 0 . 0 K} = G qr s----O----G------ E {t_--_.tial.-__-� -0-___-�}---_ 0-----0 -0 3" BR LINES, TYP 3 - - - - - - - - - 3 3 3 _ 3 _ 3 3 3 3 3 3 - 3 - 3 - 3 _ 3 _ 3 3 - 3 - 3 - 3 - 3 3 - 3 - 3 - 3 i--a----0--- �r -Cti 0 - _ tk ----0--- F r or Fat it I I� „ 3 3 3 3 3 3 3 3 3 3 3 30 e) A WAREHOUSE PIPING PLAN SCALE: 1/16" = 1'-0" l SCOPE OF WORK 1. ADD NEW COLUMN SPRINKLERS TO COLUMNS WITHIN NEW RACKS. 2. DESIGN TO BE PER NFPA#13 L- HAZARD. O RJ 14.4LARI' 3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. DESIGN CRITERIA PER NFPA EXCLUSIONS 1. SHIFT WORK. WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS. 2. ELECTRICAL OR FIRE ALARM WORK OF ANY TYPE. 3. EXISTING SYSTEM UPGRADES THAT MIGHT BE REQUIRED BY THE LOCAL AUTHORITY. 4. RELOCATION OF EXISTING PIPING FOR OTHER TRADES. 5. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING , PENETRATIONS, HANGERS AND BRACING. 6. WASHINGTON STATE SALES TAX. GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL/FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7_ STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS. CONSTRUCTION NOTES 1. ALL NEW PIPE 1W AND LARGER TO BE DYNA-FLO BLACK STEEL WITH WELDED AND GROOVED FITTINGS. 2. ALL NEW PIPE SMALLER THAN 1Y2' TO BE SCHEDULE 40 BLACK STEEL WITH BLACK DUCTILE IRON THREADED FITTINGS. 3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO BE U -HOOK ON THE ARM -OVER, AND SPLIT RING WITH ATR TO COLUMN FOR DROPS, (UNLESS NOTED OTHERWISE). SYMBOL LEGEND — — — — -EXISTING SPRINKLER PIPE. - NEW SPRINKLER PIPE. — - MECHANICAL TEE. Q Without out Ccmments ID As Noted in Red Fsr Par The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and om sszons which do not authorize violations of adopted s "r =dards and Ordinances. The responsibility for the „:3<';1:acy of desion rests totally with the designer. 3 . ttions, deletions or rev:sions to these fair awings after ;s date will void this acceptance and wall require a resubr ttat of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: `1 3-1 / By: sly TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give 1 this FirePermit No. S- and exact acid!i :ss for shut- cr re -Leona -ton approval. NEW COLUMN SPRINKLERS DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO HANGER LEGEND SPRINKLER HEAD LEGEND -ALARM VALVE RISER - SHOTGUN RISER - DRY PIPE RISER O - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING ( X ) - WELDED PIPE TAG - BRANCHLINE NUMBER MK DATE BY DESCRIPTION n THIS SYSTEM IS THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED V NJ HYDRAULICALLY DESIGNED A U -HOOK M SPRINKLER TYPE MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY A\ - FLOW TEST - B COACH SCREW N TOGGLE NUT - DELUGE / PREACTION RISER 40, -FIRE -DEPARTMENT CONNECTION �. - WATER MOTOR GONG D - ELECTRIC BELL — -THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE � — - PIPE HANGER (SEE CHART) (SEE CHART) - SEISMIC BRACE (SEE CHART) (SEE CHART) 9-0 - PIPE SIZE &LENGTH (8-10) - PIPE SIZE &CUT LENGTH - HYDRAUIJC NODE *0" FF1 - ELEVATION DATUM * 0" TS i - CENTERLINE OF PIPE BELOW DECK STATIC: RESIDUAL: GPM FLOWING: C D E "C" CLAMP TOP BEAM CLAMP W/ STRAP EYE ROD P R S HDI -P WEDGE ANCHOR SAMMY SUPER SCREW (GST20) HORIZONTAL SIDEWALL TYCO TY -B 1 TY -3351 5.6 1/2" 165° BR 10 _ DATE & TIME: - SYSTEM DESIGN - REMOTE AREA: - F G H FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SW SX T SAMMY SIDEWINDER (SWG20) Fire Sprinklers SAMMY X -PRESS TRAPEZE DENSITY: J "J" BOLT U MAX AREA/HEAD K SHORT STRAP W K -FACTOR L 'L' ROD X TOTAL THIS SHEET 10 PROJECT: D.I.I. Column Sprinklers 6700 Riverside Drive Tukwila, WA PAID AUG 11 2011 TUKWILA FIRE DESIGNER: KEVIN BELL DATE: AUGUST 8, 2011 SCALE: As Noted WA CL# FIRESI*988RJ 1524 45th Street East, Suite 102 Sumner, WA 98390 (253) 826-0099 - CONTRACT WITH Design Imports, Inc 6700 Riverside Drive Tukwila, WA P.M. - Amy Johnson (253) 948-7300 SUPT. - d7737' 0/-2-''v HAZARD: As Noted AHJ: City of Tukwila TIME: 08:10:14AM JOB # 2861 SHEET # FP1 OF 1 rn co w 1— 0 Is�>,i:1?, 00Z ,1