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PP - 3425 S 116TH ST - GATEWAY N BUILDING #6 - PERMITS AND PLANS
3425 S 116TH ST ASSOCIATED PERMITS 18-F-229 50-19 14-F-157 49-19 14-F-100 48-19 08-F-172 47-19 19-5-233 18-5-228 18-S-224 14-5-099 14-S-096 10-S-130 08-5-152 08-S-074 D19-0043 D16-0253 D14-0059 EL14-0685 M19-0147 M14-0049 43444 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 4 King Co. Assessor's Tax No.: /0 23 b / D '13 Site Address: �' //27/ 3 Suite Number: /V`j9 Floor: / Tenant Name: D Ci eo i\ /`1 x New Tenant? ❑ - Yes ` . No Property Owner's Name: . I" 9-0 rLf--T� Mailing Address: 'Pa g x ' / c c.o ttss e(6‘.(r CONTACT PERSON -if there are questions about the submittal. Name: `1.6- S 1 1 A FrrcJ r\ -k 0 h City State Zip Day Telephone: 2- d (o TO? / 5✓ %a1 - Company Name: ET& F / f Z.. Mailing Address: 3?OZ- H. ✓a6/e7 liV/Y Al. STS 23b 47/QVFciv bv4- pedv% JJ ^ City State Zip E-mail Address vsT/✓I 4V 2 V /rte . ca jv► Fax Number: Contractor's City of Tukwila NICET III number: l2 % 4/Business License number: Total number of new/relocated devices or sprinkler heads: 72— De. tcG-e4 Valuation of Project (contractor's bid price): $ 6'2, 470 • 02:0 / Scope of Work (please provide detailed information): de/ i �1C K/5117 !'� 41 Fes+ ,'pf 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 /WON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR, UTHORIZED AGENT: DEC 13, 2018 Signa �L / 9 ��R� Date: /z//2-// ,,, Print N. U. 1►% r r�L�TUKW(tSO Day Telephone: 2a9U9 5; d 2 Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 3425 S 116th St Tukwila, WA 98168 Suite Number: Floor: Tenant Name: Edge Connex New Tenant? ❑ - Yes x❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Anthony Geist Company Name: Western States Fire Protection Day Telephone: (602) 578-3947 Mailing Address: 14690 NE 95th ST NE Unit 101 Redmond WA 98052 City State Zip E-mail Address: anthony.gelst@wsfp.us Fax Number: 6781-0715-C Contractor's City of Tukwila WESTESF136OF NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: 346 Valuation of Project (contractor's bid price): $ 205,000 Scope of Work (please provide detailed information): DEMO OF EXISTING WET SPRINKLER SYSTEM IN NEW TENANT SPACE. INSTALLATION OF NEW DOUBLE INTERLOCK PRE -ACTION SYSTEM OVER DATA CENTER AND WET PIPE OUTSIDE OF DATA CENTER. 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 WASHIQUAND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. r BUILDING OWNER OR AUTHORIZED AGENT: Signature: G Print Name: Anthony Geist Plan Permit App.doc DEC 10 2018 TUKWILA FIRE Day Telephone: (602) 579-3947 Date: 12/10/18 8/22/14 TFD FP Form 8 -E 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** SITE LOCATION Site Address: 3425 South 116th Street Tenant Name: Edge ConneX King Co. Assessor's Tax No.: Suite Number: ! 3 3 Floor: New Tenant? E- Yes ❑ - No Property Owner's Name: Burr Computer Environments Inc . Mailing Address: 104000 Rodgers Road CONTACT PERSON -if there are questions about the submittal. Name: Ryne Fakkema Company Name: Western States Fire Protection Mailing Address: 14690 NE 95th Street. Unit 101 Houston City TX 77070 State Zip Day Telephone: (4251881-0100 Redmond WA 98052 City State Zip E-mail Address: rvne.fakkema@wsfp.us Fax Number: (425) 881-3030 Valuation of Project (contractor's bid price): $ 91,200 Scope of Work (please provide detailed information): Demo existing tenant space wet system and replace with 2 new pre -action systems. Some areas to get new lines and heads to remain wet. 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 ►_,' OR AUTH s '. D AGENT: Signature: Print Name. Ryne Fakkema Day Telephone: 360.672.5213 Plan Permit App.doc Date: April 21, 2014 5/14/10 TFD FP Form 8 j CITY OF TUKWILA A, FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 iOr',jr 206-575-4407 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 3425 South 116th Street Suite Number: 133 Floor: Tenant Name: Edge ConneX New Tenant? ❑x - Yes ❑ - No Property Owner's Name: Burr Computer Environments Inc. Mailing Address: 104000 Rodgers Road Houston TX 77070 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ryne Fakkema Day Telephone: (425) 881-0100 Company Name: Western States Fire Protection Mailing Address: 14690 NE 956 Street. Unit 101 Redmond WA 98052 City State Zip E-mail Address: ryne.fakkemaawsfp.us Fax Number: (425) 881-3.30 Valuation of Project (contractor's bid price): $ 3 4 , 4 8 0 Scope of Work (please provide detailed information): Install new fire alarm pre—action system to accommodate new fire sprinkler system in tenant finished data center space. 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 Signa Print Name: R AUTH Plan Permit App.doc Ryne Fakkema D AGENT: Day Telephone: 360.672.5213 Date: April 21, 2014 5/14/10 TFD FP Form 8 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** SITE LOCATION Site Address: 3425 S. 116TH ST King Co. Assessor's Tax No.: 1023049043 Suite Number: / Floor: Tenant Name: BECI BURR COMPUTERS New Tenant? ❑ - Yes - No Property Owner's Name: EPROPERTY TAX INC DEPT 207 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: SCOTT JERKE Day Telephone: 253-248-2004 Company Name: SMITH FIRE SYSTEMS MANAGEMENT Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 City State Zip E-mail Address: SJERKE@SMITHFIRE.COM Fax Number: 253-926-0726 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 1556 Scope of Work (please provide detailed information): SCOPE IS TO MONITOR A TENANTS CLEAN AGENT PANEL FOR ALARM, DISCHARGE, SUPERVISORY, AND TROUBLE BY THE BUILDING FACP. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU ' IZED AGENT: Signature: / .401.1•1 _ Date: 7/18/14 Mill Print Name: TT JERKE Day Telephone: 253-248-2004 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Edge Connex 3425 S 116th St Permit No.: 14-S-099 Date: April 29, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Edge Connex 3425 S 116th St Permit No.: 18-S-228 Date: December 27, 2018 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PER I NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _,pG� CcTMN )6 Sprinklers: Type of Inspection: e2g✓�?47arc T -✓h Address: 3((--Z5-- S 1/(5111. S Contact Person:Suite#: ,,..i :./...0(.. Special Instructions: Phone No.: .. ifs c(Zy- 5v Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 51 L -iL cCoticIDS PLC. TegiohVIO/ . Permits: \ Occupancy Type: `7 /it/ ' zi l k /7 Ail -f f /Ai A?— ijA) ,i ----7.17z/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: \ Occupancy Type: Inspector: �\\______, Date: \2.$4k\ '7 Hrs.: 1 $1O0+QQREINSPECTION FEE REQUIRED. You will receive an invoice from thecss ity of Tu wila Finance Department. Call to schedule a reinspection. Billin Ad ress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j 14 1,�'� 00i Type of Inspection: � MA1\1\CA'L .'1)cLx Address: Suite #: 3�12� Il S � � 1pkr` Contact Person: _S 4 Special Instructions: Permits: _ Phone No.: 4aita - /15—e-- ZtKo Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4c3E_:( Aundeir,k k( _1;41 -wcAkitcb Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type; 1 Inspector \NNc‘1 Date: U 1 c ' kcI Hrs.: ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD - Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (;)(4.,4,44-- Sprinklers: Type of section: Hood & Duct: Address: Suite #: , ( - S 1 i � S7 Contact Person: Special Instructions: `i . 3 Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: F-Pcr% /A/34ted(el i‘c gedi"-v ft's -Sc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: —L f/J Z Date: 57/ % 9 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type of Inspection: e)rioc.. Z--/k/--tirt. Address: Contact Person: Suite #: S4\--2_5 S, /i( ' `j '' Special Instructions: /1,(0,1 3 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: elr-z7-tiz-) Needs Shift Inspection: Sprinklers: "--rFire Alarm: 7 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: R Inspector: ,...rt -74/1 c4_ Date:c 1j/j 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 (c) INSPECTION NUMBER INSPECTION RECORD /g -f- Z2 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: CoNi - Type of Inspection: c,rlNe_ WNL y E Address:___, Suite #: ,Si( 2,� --\-1,-\ S 1 ((p Person: Special Instructions:l Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'f C 2A -e., u na,n 1 NS i�h'� — �cgS Needs Shift Inspection: N 0 Sprinklers: '��0 Fire Alarm: >�j Hood & Duct: ` Nip., Monitor: Jt..� '--yyl-c— Pre-Hre: Permits: Occupancy Type: .e i Inspector: &-Z__. , -r2c3 Date: y/ /r, Hrs.: 1, d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD. Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: e0')/4-1,_ Type of Inspection: Address: Suite #: 3V . /1V t?. Contact Person: Special Instructions: W Phone No.: Approved per applicable codes. Corrections required prior to approval. et COMMENTS: — V&Q)Pc "a4.4) ef.cs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 31-7 I 1 "\ Hrs.: 2.-.--6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD.' Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: asIllIce)C Type of Inspection: Address.�j,� Suite #: 2t(26- S. fa Contact Person: Special Instructions: Occupancy Type: Phone No.: KApproved per applicable codes. COMMENTS: Corrections required prior to approval. /14W/".! fv.ipec9c/rs,? gly,air,i/ee/ c;14 /-0 PAtt-sa-- ovey- 200(z/ /41"3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: zioj, / Hrs.: 6/, 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: y 1 tZ, 9/1 9 Type of Inspection: �-24el&2- ( N Address:/1(.., Suite #:3 4-.2s--5 5.1 , Contact Person: Special Instructions: Permits: ,f 1 '7' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 4-14‘r- pel-z gop#tN6-)4v' pYzE- - /.-7 do c Pry pOpprz-i\itpwGi Needs Shift Inspection: Sprinklers: y 1 tZ, 9/1 9 Fire Alarm: f ,/ �"1 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 173 Inspector: -- Date: 1 tZ, 9/1 9 Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �676 Sprinklers: 7 Ni------ Type of Inspection: CONfea-— Address: /1 WC -- Monitor: PersonSuite _Contact 4'i #:�, Special Instructions: ,, , 3 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 61/- ,70 ?,47 /P&7170/J "119-tr19-s 1-t(41-( fett7-F-t) o 4„,th)s `lye f;v Prz-ia4 45_01-e44% c/°"*Je%6 Needs Shift Ins ection: Sprinklers: 7 Ni------ Fire Alarm: Hood & Duct: 2- Monitor: Pre -Fire: Permits: Occupancy Type: 1S Inspector: j Ni------ Date: f/2iq Hrs.: 2- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: :Ebb?" r Can ei Type of Inspection✓ G.r pm 1 _ f 4.e -s1 ASuiteddress:#: 5425- 5 /gke%Contact ,, Person: Special Instructions: 1 Phone No.: Approved per applicable codes. 1Corrections required prior to approval. COMMENTS: ZQ- qtr. Air k- p¼J7,� Needs Shift Inspection: Sprinklers: L% Fire Alarm: y Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 9-777 c¢— Date: / /241(9 Hrs.: 1 < < $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the ity of Tukwila Finance Department. Call to schedule a reinspection. Billingddress Attn: „jam Company Name: 61/.Q S 7�Pr,1 Cv L S Address: r�p ' 0 /"E 5"' 04 t to/ City: !&;,vt4 _) I State: Word/Inspection Record Form.Doc 3/14/14 Zip: 05'2- T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o©s-9 �{ F Coo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: f r Com.*. Type Inspection: iAddress: -r- ` Suite#: 36(zc , S ))C -fl-- Contact Person: Special Instructions: Phone No.: 171 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 44,2? /ten OLe /e -- "ASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector Date: ��o fi,-/ Hrs.: /. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Inspector: M5r3 CO TION NOTICE/REINSPECTION FEE Permit number: /Y -c-/5-2 TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name:� � �� Type of Insction: /74 Location Address: 3V2 5. //e;)1 gr Date : 9 —/o —/V 3/ Contact Person : -; ter. ,�m�/�,s Phone No. : (zsj) 2- yv " ACTION REQUIRED : %L "el/ 3/ Qn ar..c /1.-0/ -71-A--a-7 ,4-7-7 -` , s Ne7L' "c --e 7// /0 (4aC:P4 ------ /fro / 4-- / / 7 :00 (67-uors---) A4/ pc1,1 !s , -0 4" ti 5 l'A‘N 6/17 \ ni5leg . 114 A411/ Vi CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : 9--/O / c( FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Billing/Mailing 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 NSPECTION RECORD big- f Retain a copy with it /z4 t1— O0V9 onsiF-r'� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ..e_ )h Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: C/AG%G £ I Address: Suite #: SVZS S , //G ' Occupancy Type: Sr" - Contact Person: . Special Instructions: ° Phone No.: IXIApproved per applicable codes. nCorrections required prior to approval. COMMENTS: 4tciak 'keel 4C4--Le—,'V /94 GIC ---4A4-40( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 7z,_1-14-3 Date: 23ly�// y Hrs.: !-o $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 DIN -oos5' /4/-r- -- /ao PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: eZ, G � P NC. Fire Alarm: Type of nspection: F A - rfi� ys Address: Suite #: 3 gig 5, if -- ,--i---- rSpecial Cont ct Person: Cor✓. SpecialInstructions: 0Z,,.e ,*(7,0 Phone No.: C..,yrez-13- _ `;�r.,z. - /3 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: ---cre., Sprinklers: Fire Alarm: Hood & Duct: /.7.–- Wifrrt,---- — Pre -Fire: Permits: / Occupancy Type: --- /4-/f ee..ec,J-t Cor✓. 0Z,,.e C..,yrez-13- _ `;�r.,z. - /3 / -. 5 ysk-.---- -- .r- frii A -/I/ eie eires:a o%C 51 ‘c.74 Gsr�..ur y , 1lws J — T ]s / / 9 Sri 3 (Q w' a,, ujAt 1O J / tcwi -'� 14 / Fis S i 4.;,01 / /47:e �ti 4 /?. Ade( 4401/Criale C5-3~ e9a1 Si c& Le/dr, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: / Occupancy Type: Inspector: f /j f.5-.3 Date: 5/221/ ti Hrs.: �J� Q $100:00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD Retain a copy with permit -J Jr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,/--'�� --ertv7i2– 4,CAir,-.7,2a1: Type of Inspection• --'-'' /.77 ,d -r) C.3',0 Address:Contact Suite #: 2-5- /76 57— Perso : Special Instructions: A IP Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 71--) (_,OV Ca( sem- /(a/S //2- e/ -t-, _ce21 Z._ . / w'T- 44 Mfg' /6 ,e,,.. SLero-a- &u"/L- - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect 10•-w Date: /y Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD t1 `t— 04 5 Retain a copy with permit k9 - /9'—F --c' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:�� �� Sprinklers: Fire Alarm: Type ofIn�pection: Address: Suite #: 3 YZS-' S !I(Q" 57 -- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I �-- K),„1- NJ )ofi � a 20_6,ce- ems- 1 L c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:"' ''53 Date: 7/1kY Hrs.: /. o $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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D'-(_ 0051 IV -5 -Oil PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:._. b9-,2_ cop) Pe \f, Type of Inspection: 5 P Address: Elio, s— Suite #: 1/3 S / / 6 II-- Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. XCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 1, -6b .s,e,'s,v„ e . bc4c 1 -ro eoc, sir, ,0l wv . Permits: i 5A aw /-f0 siLL 1 \ L e _ 4 6 . 4 . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: toi.A c,.. tea— Date: 6/2 SI/ y 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 RECORD Retain a copy with permit D�- oDs9 095 INSPECTION NUMBER �31SOd,` PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C-6-T\ o ha -K Sprinklers: Type of Inspection: Fa A •--- '1(' Ay lest- Monitor: Address: Suite #: 3(i2c 5 (I(" )277 S---.SII( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fro ►�-(�.,.,� -( Air 4e -s4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector / Date: 4- y Hrs.: j_ 6 $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 o, CITY OF TUKWILA FIRE DEPARTMENT r i -Dost i k -s - aqG► ly-f-)oo PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Type of Inspection: Address: Suite #: 3k-(2 5 s 1(64- SY Contact Person: Special Instructions: .4t1, Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: WW1 IZ/Ig5 Ad /Pp- fAswfttle," Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $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 5 Date: /G Hrs.: Inspector: $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 \ i ' ._,KWILA FIRE MARSHAL'S ( ,./FICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 4/22/2019 Permit # 18-F-229 Property Address 3425 S 116th Street Suite # City TUKWILA Zip Code Name of Facility EdgeConnex Occupied as Data Center Owner or Representative Phone # Installing Company ETG Fire Installing Contractor's Address 3702 West Valley Highway N #200 City Aubum, WA 98001 Phone # 206-557-3660 Installer's Name (PRINT) Randy Barnett License and/or Certificate NICET Fire Alarm Systems II 128177 General Contractor BCEI Electrical Contractor ETG Fire FACP Equipment Manufacturer Fike Model # Cheetah Xi This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) 4/22/2019 and includes the devices listed on back. Circle all that apply: X NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 X NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions X Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Statio onit r System is monitored by SIGNED At/ Date 4/22/2019 System Firmware: Installed version Initial program Installation 7.4 Checksum n/a Revisions and Reasons Date 4/19/2019 Date Programmed by R Barnett EQUIPMENT INSTALLED?-uVD TESTED: Control Panel _ of _ Make/Model Manual Station of Make/Model Smoke Detectors 4 of 4 Make/Model Liebert 149110g Heat Detectors — of _ Make/Model Duct Detectors of Make/Model A/V Devices of Make/Model Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of _ Make/Model HVAC Controls _ of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of _ Make/Model PIV _ of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No _ Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 KWILA FIRE MARSHAL'S (, 'FICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov $Z.447CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 3 7 19 Permit # 1 b [ - 21 Property Address 3 ( 2S S. 11 C,ST Suite # City TUKWILA Zip Code 9 48'1 G S Name of Facility I. D 9 e C 0 n n PK Occupied as Owner or Representative S Te ✓e 6. Installing Company FG r % re' / µ Installing Contractor's Address 3 70d‘ W V' Gilley wy N ' �` 9-00 City j� Vl 1� �t 1�kl Phone # 2,©6 - 50-3660 Installer's Name (PRINT) Te rem ey LOG k License and/or Certificate L— 0 77 g General Contractor 13C F- J_ Phone # 7 c S- til tij - sc{A Electrical Contractor FACP Equipment Manufacturer F Model # (ill Pe"rh This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by Te rem Ry (xi ti K tilr1 On (date) 3 — ley - /61 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) 1 p y e S P e G 5 Tukwila City Ordinance Numbers 2050, 2051 UL Central Station onitor System is monitored by 13(4;19 (GI GP SIGNED /C/� Date System Firmware: Installed version 7.21 Checksum Date Initial program Installation Date -G- Revisions and Reasons NI- W 1.701T'1 Hod I l Programmed by l=-17015 E. / N EQUIPMENT INSTALLED%ND TESTED: / '\ Li Control Panel _I of l Make/Model F ; I(e (, ul e e l'1 11 X I Manual Station o of 0 Make/Model Smoke Detectors 6' of S Make/Model VPS OR V Heat Detectors I of 1 Make/Model Duct Detectors 0 of 0 Make/Model A/V Devices 3 2of 3 •, Make/Model S f S%+1 S t n SQ r. P G 2 R L Audio Devices 0 of 0 Make/Model Visual Devices Li of 11 Make/Model 115-Tf* s PifSo r ,s c. R 1 - Auto Door Release 4 of e Make/Model Trouble Indictors *- of Make/Model Batteries Readings Battery /14.11 1/ Full Load 17, t' Charge 2- 7 ✓ Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 1 of 1 Make/Model P5 - to Valve Tamper Sw. 2. of R Make/Model PIV ` of , Make/Model Elec. Alarm Bell - of '' Make/Model Automatic time Delay of Water Flow Alarm d¢he seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes X No Test of alarm System on emergency power, satisfactory? Yes / No Test Witnessed by V I; 01 ) 1=. Title P /1 Comments: Date 3-6-11 Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TUT( FIRE PREVENTION BUREAU, 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is resnonsible for supplying manpower for Final Acceptance Test with two-way communications. Date Permit# EL!4/ "b L4 Property Address 3 4/2 r -' //.'j ff Suite ti 133 City TUKWILA Zip Code ei y If (a Y Name of Facility (REGI Qua_(L Occupied as f -e -C Owner or Representative Phone Installing Company SFS'M Installing Contractor's Address li 0L - City .7"/:: cc. .4 -vs— _ Phone # Installer's Name (PRINT) I`60a-�'� cat�ti-te,.1.-‘11 License and/or Certificate etai Cori`ra:.tc,r J�v!Lll.- �P. -- Eiectri3al Contractor — 2c3 Z'-1 Y I rd'd FACP Equipment Manufacturer i �� �� S1.-� `•`odel T Zopcot:. This system has been installed. pre -tested and operates in accordance with the standards listed below and was inspected by TZ q On (date) '--1 SEP "2.01 and includes the devices listed on back. Circle all that apply: \FPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 ✓ NFPA 70, National Electn -a' Cede. Article '50 ia;ufac:L r r's .r3^-.' ; _i:t, Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor A L1- System is monitored by SIGNE Date 4' RSA 2. fY System Firmware: Installed version 1 - Checksum Date Initial program Installation �df.. Date Revisions and Reasons Ao,e n Pa -e_ /14—f 41.7 Programmed by _ ('_c - 7 EQ.IPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors off Make/Model ,ef-O 0 `O Ja of Make/Model of Make/Model of Make/Model of Make/Model AV Devices of ( Make/Model S (G Vv f— Audio Devices_ of Make/Model Visual Devices of Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator HVAC Controls Fire Alarm Dialer Monitored by of Make/Model of Make/Model of Make/Model Annunciator of Make/Model Sorirnk?e re ,:01.111 Jonnections On!v f Water Flow S. :Make/Model Valve Tamper Sw. of Make/Model PIV of Make/Model El; c, Alarm Bell of Make;Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do ,,ou meet audible,vistbie requirements of WAC 51-20, IFC SEC 907 , ani or NFPA 72 Chapter 6 Ye No Test of alarm System on emergency power, satisfactory? `res ?C No Test Witnessed by Title Date Comments: 44.4 eddins'Fire Alarm Certificate doc Revised: 10/28/04 TFD FP Form 41:0 i 1 f TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 8/20/2014 Permit # 14-F-100 Property Address 3425 South 116th Street Suite # City TUKWILA Zip Code 98168 Name of Facility Edge Connex Occupied as Owner or Representative CBRE Phone # 253-872-9881 Installing Company Western States Fire Protection Installing Contractor's Address 14690 NE 95th Street, Unit 101 City Redmond Installer's Name (PRINT) Z 1 1- u} Vao. ( f License and/or Certificate WESTESF136QF Phone # 425-881-0100 General Contractor Western States Fire Protection Electrical Contractor DynaElectric FACP Equipment Manufacturer Model # 'This system has bee 'n was inspected by , pre -tested and operates in accordance with the standards listed below and On (date) — Z — and includes the devices listed on back. Circle all that apply: x NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 x NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) x Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by 140"P/if paaZ! SIGNED Date System Firmware: Installed version 6 •4,3 Checksum Date Initial program Installation Date Revisions and Reasons Programmed by i EQUIPMENT INSTALLED AND TESTED: / \ Control Panel ( of Make/Model C %e 6h4 e ' c4 )C Manual Station (� of 0 Make/Model Smoke Detectors ) of 134/ Make/Model c ; ve. 6'1— / v�41 Heat Detectors C of C. Make/Model Duct Detectors 6 of 0 Make/Model A/V Devices 24 of 2 G Audio Devices 5_ of Visual Devices 2 of 'Z Auto Door Release of Trouble Indictors of _ Batteries Make/Model gni Sc 4> r 1 C 2 CZ Make/Model Make/Model S'45\ley.t SCbt Cs ( Make/Model Make/Model Readings Battery Z011 Full Load 2,6' •5 J Charge T7 •5 v Generator b of HVAC Controls -%- of k_ Fire Alarm Dialer 8 of 6 Monitored by MC►;n kkeicse Annunciator ± of_ Make/Model Make/Model 'C ; iLe_ Make/Model cs, 043 t - tic.,AL Make/Model ; \CR._ ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 2_ of Z Make/Model rtlee 10 --2 C93 Valve Tamper Sw. of y Make/Model ?M 55 - cal PIV (% ofd Make/Model Elec. Alarm Bell of 3 Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed X Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes (X No Test of alarm System:0g e cy ower, satisfactory? Yes/%i No Test Witnessed by Title pa, . e---6 f%4„.. -3v- Date Comments: Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form 4110 King County X4111% lotBMW KING COUNTY ZONE 3 FIRE WATCH FORM FIRE WATCH INSTRUCTIONS I. Do not reset the alarm if alarm cause is likely a system malfunction. 2. Silence alarm if needed and direct the responsible party to request a service call. 3. Fill out all portions of the Agency Copy. 4. On the Site Copy; a. b. c. d. Fill out the incident number and Identify the fire watch frequency Circle the appropriate follow-up agency Identify which system is out -of -service. 5. Leave the Site copy with the responsible party. 6. Identify the person this term was left with. 7. If the Fire Watch was declined, identify the name of the individual who declined the tire watch. S4ive 6f -Ds 8. Was the building secure when you left? pt Yes 0 No If not, please explain what actions were taken. 9. Post placard if unable to contact a responsible party and/or when notification to building occupants is important. Fire watch placard posted? et) / N 10. Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. 11. Include Agency Copy with your tire incident report. INCIDENT#: i S—�3 REASON FOR FIRE WATCH: S u:4" e S I D iL /C;1% u• 1 kaki +-Vie -re .5r;A k(..r- c,160/06,0 p4P ;.A.Sfq. 11 c — 3`Ia-S 5)I!Q' Si- Twkw;/ct 1A),4t. 95184 SYSTEM OUT OF SERVICE: (Sprinkler Fire Alarm 0 Monitoring 0 Other Suppression RESPONDING UNIT/COMPANY OFFICER: l!iaJC 1< BUSINESS NAME: le P ro,nne.X ❑ Other (--(.03-909-14/3 -aka/flit ulA 9•8 rg4 BUSINESS ADDRESS: 3 a.5 S 114`t s+ BUSINESS PHONE: oZOCp —91j8 BUSINESS CONTACT AND PHONE NUMBER:. 5+-go.,tib�jrO relit( e - 1ITS-Naay—cif ca. CONTACT NAME/SIGNATURE: \k: m. hips ll iiiir S11 14,E /;t\1004 01 'oio KING COUNTY ZONE 3 FIRE WATCH FORM I (i)Eti`I'# 19- 5 -c733 lire protection system maintenance and operation is the responsibility of' the property owner or manager. Implementation ol'the tire Watcli and system repairs is the responsibility of the owner. Due to the inuperatiye lire protection systemis) in your facility, you are required to provide a Fire Watch. King County Email paperwork to verify the completion of repair work and/or the restoration of system monitoring. The Fire Watch shall ht. maintained until the systenr(s) are operational as determined by the Fire Prevention Bureau. The fire Watch is,required 24 hours a day. Designated employees may serve as the fire Watch during business hours and chile perinrrning their regular job. Fire Wath personnel must he aware of. and accept, the duties of the Fire Watch. Alter hours Fire Watch personnel must he on location and must patrol the building following the close of business. At the interval eheeked•below they must record the results. 30 minutes -occupied structure Other cot, - SYSTEM OUT OF SERVICE Sprinkler X Dire Alarm 0 Morritorin ; C! ()titer Suppression 0 Other TIME 1 AREAS) TOURED & CHECKED CONDITIONS FOUND FIRE WATCH INITIALS "CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CD EF Form: 1/22/01 G Gateway North Buldinq #6 DEVICE/ QUANTITY STANDBY TOTAL ALARM CONTROL PANEL AND MODULES MODULE OF CURRENT STANDBY CURRENT Alarm Panel 5820x1 MODEL DEVICE/ (AMPS) CURRENT (AMPS) 0.00022 WASHINGTONALARM NUMBER MODULE 0 (CXD) 0 0.00033 Gateway North Buldinq #6 INITIATING DEVICES Smoke Detector SD505APS 2 0.000055 0.00011 0.000055 CONTROL PANEL AND MODULES 0 0.000055 Alarm Panel 5820x1 1 0.215 0.215 0.385 0.385 0.00022 Addressable modules SD500mim 6 0 0.00033 0 0.00033 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD505APS 2 0.000055 0.00011 0.000055 0.00011 0 0.000055 0 Manual pull stations SD500PS 4 0.000055 0.00022 0.000055 0.00022 Addressable modules SD500mim 6 0.000055 0.00033 0.000055 0.00033 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.216 24 5.184 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.810 0.083 0.067 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.184 1 0.067 5.251 1 1.3 1 6.826 14 AH (H) 'CONFIDENTIAL BATTERY CALCULATION CHART A FIRE ALARM SYSTEMS B CDEF Form: 1/22/01 G �.�.� WASRM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxDI ALARM CURRENT (AMPS) Gateway Corporate Building #6 CONTROL PANEL AND MODULES Remote Power Supply 5895XL 1 0.04 0.04 0.16 0.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.040 24 0.960 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 8.942 0.083 0.742 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 0.960 1 0.742 1 1.702 1 1.3 1 2.213 14 AH (H) 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.040 24 0.960 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 8.942 0.083 0.742 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 0.960 1 0.742 1 1.702 1 1.3 1 2.213 14 AH (H) Westem States Fire Protection Mr. Anthony Geist 14690 NE 95th Street #101 Redmond WA 98052 Kenneth H Swartz, PE (WA license 31808) Swartz Engineering PO Box 532 Silverdale WA 98383 360-710-3625 9 Dec 2018 SUBJ: EDGE CONNEX DATA HALL 2 (WSFP Job #KG0686) - SPRINKLER SYSTEM SUBMITTAL REVIEW (SEISMIC & FIRE PROTECTION ENGINEER) 1. As requested, I have accomplished Professional Engineering (Seismic and Fire Protection Engineering) assessment and review of subject project as follows: a. Seismic calculations and shop drawing review. b. Hydraulic calculations and shop drawing review. 2. The submittal includes: a. WSFP Drawing FP -1, FP -2, and FP -3 (dated 12/5/2018). b. WSFP Seismic Calculations c. WSFP Seismic Calculations (dated 12/4/2018). 3. I have no adverse comments to this submittal. I recommend acceptance without comment. 4. I am a licensed Professional Engineer in the State of Washington (license 31808) for Civil Engineering and Fire Protection Engineering. 5. Please do not hesitate to contact me if you have any questions or concerns. Respectfully, Kenneth H Swartz, PE 1 Western States Fire Protection Co. Plotecteg, 46c'e4 acrd Pwfte'q a subsidiary of API Croup, inc. 14690 NE 95th Street, Unit 101 Redmond, WA 98052 WA CL# WESTESF136QF FIRE SPRINKLER SEISMIC CALCULATIONS Edge Connex Data Hall 2 3425 S 116th St Tukwila, WA WSFP Job #KG0686 12/3/2018 Design Maps Summary Report EMS Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49934°N, 122.2869°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.515 g S, = 0.569 g SMS = 1.515 g SM, = 0.853 g SO5 = 1.010 g Sp, = 0.569 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. NICER Response Spectrum Desttgn Response Spectrum Period. T teal For PGAM, TL, CRS, and CR, values, please view the detailed report. Period, T (acct Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://pmd01-earthquake. cr.usgs.gov/desig nmaps/us/summary. php?template=minimal&latitude=47.499343795718225&bngitude=-122.28889908814... 1/1 TOLBraceTM Seismic Calculations Western States Fire Protectic Project Address: Edge Connex Phase 2 14690 NE 95th St, Suite #101 Redmond, WA 98052 F.°T•111 3425 South 116th St (425) 881-0100 Ftncn++#Business KivIdar?e Tukwila, WA 98168 Job # KG0686 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 1' 0" (0.3 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.703 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) "Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for TOLCO""" components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail FIG. 984 BRACE PIPE - .� '' ; :�� ..• . �' Fastener Information Fastener Orientation:, NFPATypeB Maximum Load 600 lbs (272 kg) Diameter 1/2in. (13 mm) Length Minimum 4x Wood Member Type Dual Through -Bolts - Fig.906 TOLCO FIG. 1001 FAST CLAMP' e '� 1" Sch.40 Steel Pipe (25.4 mm) Brace Identification on Plans 2W - LAT Orientation of Brace Lateral Size and Type of Pipe I Total Length I Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 1ft (0.3 m) 4 lbs (2 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 30ft (9.1 m) 124 lbs (56 kg) 1" Sch.40 Steel Pipe (25.4 mm) 20ft (6.1 m) 29 lbs (13 kg) Percentage added for Fittings and Sprinklers 15% 24 lbs (10.89 kg) Total Adjusted Load of all pipe within Zone of Influence 181 lbs (82 kg) raceTM Version Use of TOLBracen' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Edge Connex Phase 2 3425 South 116th St Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KG0686 E T• N Powering evsxness Workindo 21/2" - LAT NFPA Type B 2.5" Sch.10 Steel Pipe 1'0"(0.3m) Lateral 1" Sch.40 7'0"(2.13 m) 200 45° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9C Minimum 4x Wood Member Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 1ft (0.3 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 30ft (9.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 20ft (6.1 m) G -Factor Used 0.703 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 181 lbs (82 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 600 lbs (272 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member GLU LAM BEAM Calculations prepared by Anthony Geist * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 1ft (0.3 m) 4 lbs (2 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 70ft (21.3 m) 290 lbs (132 kg) Percentage added for Fittings and Sprinklers 115% 44 lbs (19.96 kg) Total Adjusted Load of all pipe within Zone of Influence 338 lbs (153 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Western States Fire Protectic Project-- Address: Ede NE 95th St, Suite #101 9- ConnexPhase 2 14690k® Redmond, WA 98052 3425 South 116th St (425) 881-0100 Powering &messWtirtivls Tukwila, WA 98168 Job # KG0686 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 1' 0" (0.3 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 - — Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.703 - TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL TOLCO FIG. 4L e PIPE CLAMP FOR SWAY BRACING i FIG. O Detail 981 BRACE PIPE ;' i/� J 0 Fastener Information Fastener Orientation Maximum Load Diameter. Length Type NFPA Type B 440 lbs(200 k g) 1/tin. (13 mm) Minimum 4x Wood Member Dual Through-Bolts - Fig.906 Brace Identification on Plans 2W LONG Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 1ft (0.3 m) 4 lbs (2 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 70ft (21.3 m) 290 lbs (132 kg) Percentage added for Fittings and Sprinklers 115% 44 lbs (19.96 kg) Total Adjusted Load of all pipe within Zone of Influence 338 lbs (153 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Edge Connex Phase 2 3425 South 116th St Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KG0686 EffeN FVH.v rep 8vsacss 4tbedwie 21/2" LONG NFPA Type B 2.5" Sch.10 Steel Pipe 1'0"(0.3m) Longitudinal 1" Sch.40 7'0"(2.13 m) 200 45° 1/2 (13 mm) Dual Through -Bolts Parallel to Beam - TOLCO Fig 906 Minimum 4x Wood Member Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 1ft (0.3 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 70ft (21.3 m) G -Factor Used 0.703 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member 15% 338 lbs (153 kg) 1310 lbs (594 kg) 440 lbs (200 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) GLU LAM BEAM Calculations prepared by Anthony Geist * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Total Length I Western States Fire Protectic Project Address: Edge Connex Phase 2 14690 NE 95th St, Suite #101 Redmond, WA 98052 Es J'® DI 3425 South 116th St (425) 881-0100 PbwenvBusmen Worktmle Tukwila, WA 98168 Job # KG0686 Calculations based on 2016 NFPA Pamphlet #13 4" Sch.10 Steel Pipe (101.6 mm) Brace Information TOLCOTM Brace Components 4" Sch.10 Steel Pipe (101.6 mm) Maximum Spacing 1' 0" (0.3 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.703 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. 1.25" Sch.40 Steel Pipe (31.75 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL k-----, TOLCO FIG. 1001 FAST CLAMP ,��♦ Detail FIG. 981 BRACE PIPE ' , ,� ,' / •.. 1" Sch.40 Steel Pipe (25.4 mm) 140ft (42.7 m) 0 Fastener Information Fastener Orientation NFPA Type B Maximum Load 800 lbs (363 kg) Diameter 3/4in. (19 mm) Length Minimum 4x Wood Member Type Dual Through -Bolts - Fig.906 4 est 4* 103 Ids (46.72 kg) I Brace Identification on Plans 4" - LAT Orientation of Brace Lateral Size and Type of Pipe Total Length I Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 1ft (0.3 m) 8 lbs (4 kg) 4" Sch.10 Steel Pipe (101.6 mm) 23ft (7 m) 190 lbs (86 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 140ft (42.7 m) 288 lbs (131 kg) 1" Sch.40 Steel Pipe (25.4 mm) 140ft (42.7 m) 202 lbs (92 kg) Percentage added for Fittings and Sprinklers 15% 103 Ids (46.72 kg) Total Adjusted Load of all pipe within Zone of Influence 792 lbs (359 kg) raceVersion Use of TOLBracerN is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Edge Connex Phase 2 3425 South 116th St Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KG0686 4" - LAT NFPA Type B 4" Sch.10 Steel Pipe 1'0"(0.3m) Lateral 1" Sch.40 7'0"(2.13 m) 200 45° 3/4 (19 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9C Minimum 4x Wood Member Pout -ring 8tueiess 1410dlAt 9 Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 1ft (0.3 m) 4" Sch.10 Steel Pipe (101.6 mm) 23ft (7 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 140ft (42.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 140ft (42.7 m) G -Factor Used 0.703 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 792 lbs (359 kg) 1310 lbs (594 kg) 800 lbs (363 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) GLU LAM BEAM Calculations prepared by Anthony Geist * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com Size and Type of Pipe l Total Length TOLBraceTM Seismic Calculations Western States Fire Protectic Project Address: Edge Connex Phase 2 14690 NE 95th St, Suite #101 Redmond, WA 98052 FitT4IN 3425 South 116th St Powargflamers Wortiw?e (425) 881-0100 Tukwila, WA 98168 Job # KG0686 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 1' 0" (0.3 m) Maximum Brace Length 0" (2.13 m) 7' Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1310 lbs(594 kg)TOLCO Force Factor (Cp) 0.703 TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. Assembly UNIVERSAL BRACE ATTACHMENT STEEL TOLCO FIG. 4L CLAMP FOR SWAY BRACING r- - _____ FIG. �� .-� Detail 980 SWAY �• .„� PIPE . i , , ,' 40. i ____-1 Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type E 800 lbs(363 kg)PIPE 3/4in. (19 mm) Minimum 4x Wood Member Dual Through -Bolts - Fig.906 88 lbs (39.92 kg) Brace Identification on Plans 4" - LONG Orientation of Brace Longitudinal 676 lbs (307 kg) Size and Type of Pipe l Total Length l Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 1ft (0.3 m) 8 lbs (4 kg) 4" Sch.10 Steel Pipe (101.6 mm) 70ft (21.3 m) 580 lbs (263 kg) Percentage added for Fittings and Sprinklers 15% 88 lbs (39.92 kg) Total Adjusted Load of all pipe within Zone of Influence 676 lbs (307 kg) (TOLBrace" Version 8) Use of TOLBraceTN is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Edge Connex Phase 2 3425 South 116th St Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KG0686 P wc:ieg Business l4tutdur.?e 4" - LONG NFPA Type E 4" Sch.10 Steel Pipe 1'0"(0.3m) Longitudinal 1" Sch.40 7'0"(2.13 m) 200 45° 3/4 (19 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9C Minimum 4x Wood Member Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 1ft (0.3 m) 4" Sch.10 Steel Pipe (101.6 mm) 70ft (21.3 m) G -Factor Used 0.703 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member 15% 676 lbs (307 kg) 1310 lbs (594 kg) 800 lbs (363 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) GLU LAM BEAM Calculations prepared by Anthony Geist * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com IWO Western States Fire Protection Co. Pwteeeea 4ie aad P'zdfte'ttq a subsidiary of API Croup, Inc. 14690 NE 95th Street, Unit 101 Redmond, WA 98052 WA CL# WESTESF136QF FIRE SPRINKLER HYDRAULIC CALCULATIONS Edge Connex Data Hall 2 3425 S 116th St Tukwila, WA WSFP Job #KG0686 • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ANTHONY MICHAEL GEIST 6781-0715-C LEVEL 3 WESTERN STATES FIRE PROTECTION CO WESTESF136QF 12/10/2018 Signature Data a 111 Hydraulic Overview • Job Number: KG0686 Job Job Number Design Engkiea KG0686 Anthony Geist Job Name: I Vborie FAX Edge Connex Data Hall 2 (602) 579-3947 Address 1 + State CereritkeNkenae Number 3425 S 116th St WESTESF136QF Address 2 '' Aw Tukwila, WA City of Tukwila Address 3 Job Sf&Ruiding System Dente' Area of Application 0.15gpm/ft2 1950ft2 (Actual 2028ft2) 1 Most Dernandmg Sprinkler Data Nave Strew 5.6 K -Factor 19.50 at 12.125 250.00 Coverage Per Sprinkler Number Of SpekMdere Calculated 130ft2 22 System Pressure Demand ' Melee Floe Demand 108.460 551.63 Total Demand Pressure Result 801.63 @ 108.460 +15.603 (12.6%) Supplies Check Point Gauges &sif llama Flow(aDml Hose Flow(goml Static(osil Residual(nsil Identifier Pressure(Dsil I(-Factor(K1 Flow(goml BOR 79.329 61.93 551.63 1 Water Supply 4270.00 250.00 129.000 20.000 Edge Connex Phase 2.cad Water Supply at Node 1 (4270.00, 0.00, 129.000, 20.000) 1 Srt Pressure, psi D cn 8 8 can 8 8 8 8 Iwuuu�uuwuIwiunilnuuwlwwuJIuwuuIwiuuIIuinuuliuinuIIu l fl Static I Pressure 129.000 �F --L- 4- %� % i•a- .63 @ 108.460 la �=1111111 ii • 1.63 with hose streams I I1= ..., .� System demand curve 270.00 @ 20.000 m1ID 111111111 1111111 111 1111 111111111 1111 11111 111 111 111 111111111 , 1t 550503` 4250 5100 5950 6800 7650 8500 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:33AM Page 1 Cyd Hydraulic Summary Job Number: KG0686 Report Description: Ordinary Group I (Data Hall) Job Job Nur KG0686 [Reign Ergkieer . Anthony Geist Job Name: Edge Connex Data Hall 2 -- State CertIfketioonJcenae Number -- WESTESF136QF Address t .... S 116th St rYIJ3425 City of Tukwila Address2 - -- Tukwila, WA Job Ste/WON — — Address 3 Drawing Name Edge Connex Phase 2.cad System Remote Area(s) Moet Demandng spdmger Gate 5.6 K -Factor 19.50 at 12.125 Octrparoy Job Sun Ordinary Group I — HoseAllowanceAt Source 250.00 +- — —' — — Density / aAPgiulion 0.15gpm/ft' 1950ft' (Actual 2028ft') I Additional Hue Suppf a Node Flow(aoml N,miDx Of SpnNere Gkulated Coverage Per Sprinkler i 130ft' X22 /utoPeak Results: Pressure For Renate Area(e) Adjacent To Mut Remote Area Total Hose Streams 250.00 System Flow Demand Tafel Water Required (Ir, A,dnp Hose Allwwice) 551.63 801.63 _ _ Minimum Preemre lhiWauce In Loops 0.000 J Mannum Velocity Above Ground 23.12 between nodes 111 and 110 MevJmum Velocity Under Ground 3.20 between nodes 2 and 3 H vohane caOetfY of Wet Pia% Volume oapadty ol Dry Pipes 11950.86ga1 0.07gal Supplies ' Hose Flow Static Residual Node Name (gpm) (psi) (psi) @ Flow I Available Total Demand Required (gpm) (psi) °e (gpm) (psi) Safety Margin (Psi) 1 Water Supply 250.00 129.000 20.000 4270.00 • 124.063 i 801.63 108.460 15.603 Contractor ContrDaNumber i WAAnthony Contact Name I Coned Title Geist PM Name of Contractor Westem States Fire Protection �_ Plrolro Extension (602) 59-3947 I FAX Address 1 14690 NE 95th St Unit 101 Address 2 Redmond, WA 98052 I E.mea 1 anthony.geist@wsfp.us Address 3 WetwSlte M.E.P.CAD, Inc. /J AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:39AM Page 2 Hydraulic Graph Job Number: KG0686 Report Description: Ordinary Group I Data Hall Water Supply at Node 1 4 CA Pressure, psi ,,,,, I I„ 1 1 1„ 1 1, 1 1 1, 1 1 1 1 1 1, 1 1 1, 1, 1 1,,, 1, 1„ 1 1 1„ 1 1, 1„ 1 1„ 1 Static Pressure 129.000 551.63 801.63 @ 108.460 with hose streams System demand curve reuuuuu 270.00 @ 20.000 nuu of uuuff1 1uf tf1f1 ilii 1111 III I I I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 u 0850 1700 2550 3400 4250 5100 5950 6800 7650 8500 Water flow, gpm Hyareuec Graph Water Supply at Node 1 Static: Pressure -- 129.000 - RealNel: Pressure 20.000 @ 4270.00 Available Preemie et Trine of Test 124.063 @ 801.63 - System Demand - - - 108.460 @ 551.63 SyMam Dme,C P.AWw HO.e A.e.aiv M San¢, 108.460 @ 801.63 r/, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:43AM Page 3 111 ,Hydraulic Graph Job Number: KG0686 Report Description: Ordinary Group 1 (Data Hall) BOR 150 -Static Pressure 129.000 O� Pressure, psi 1P1 O N I 1.61v1 1 J 1 1 1 I 1 1 1 J 551.63 801.63 @ 79.329 with hose streams 'ovum ystem demand curve 270.00 @ 20.000 111111111111111111111111111 1111 1111 111111111 111111111 111111111 111111111 %50 1700 2550 3400 4250 5100 5950 6800 7650 8500 Water flow, gpm Hydraur Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Twee ofTest N/A System Demand 79.329 @ 551.63 System Demand (maraag Hose Allowance at Source) 79.329 @ N/A .t.r.t;,vu, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:43AM Page 4 I�A Summary Of Outflowing Devices Device Actual Flow (gpm) Minimum Flow (gpm) Job Number: KG0686 Report Description: Ordinary Group I (Data Hall) K -Factor Pressure (K) (psi) Sprinkler Sprinkler 1001 1002 Sprinkler 1003 Sprinkler 1004 Sprinkler 1005 Sprinkler 1006 Sprinkler 1007 Sprinkler 1008 Sprinkler 1009 Sprinkler 1010 c !prinkler 1011 Sprinkler 1012 Sprinkler 1013 Sprinkler 1014 Sprinkler 1015 Sprinkler 1016 Sprinkler 1017 Sprinkler 1018 Sprinkler 1019 Sprinkler 1020 Sprinkler 1021 • Sprinkler 1022 27.27 26.90 28.11 27.17 26.35 22.02 26.11 19.74 28.54 28.82 19.50 24.17 22.02 19.74 19.50 28.70 28.98 26.36 24.63 23.79 23.56 29.65 4- 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 5.6 5.6 5.6 5.6 23.710 23.078 25.205 23.536 22.134 -t b Most Demanding Sprinkler Data 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 15.457 __ 5.6 21.746 5.6 12.424 5.6 25.980 5.6 26.493 5.6 12.125 5.6 18.631 5.6 1 15.457 fi 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 12.424 12.125 26.263 26.782 22.156 -f 19.337 18.043 + rt 17.704 28.032 M.E.P.CAD, Inc. N� AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:52AM Page 5 Node Analysis Node Elevation(Foot) Fittings Job Number: KG0686 Report Description: Ordinary Group I (Data Hall) Pressure(psi) Discharge(gpm) 1 1001 1002 1003 1004 1_ 1005 1006 } 1007 l 1008 1009 1010 1011 1012 1013 1014 1015 1016 + 1017 23'-5'16 S 14'-6 Sp( -23.710), fd(42-0) 14'-6 fir( -23.07 , fg42-0) 14'-6 Spr(-25.205), fd(42'-0) 14'-6 Spre23.536), fd(42'-0) 108.460 23.710 23.078 25.205 23.536 22.134 14'-6_l__Spr(-22.134), fd(42'-01 14'-6 ' Spr(-15.457),fd(42'-0) 15.457 14'-6 Spr(-21.746), ff442'-0) 14'-6 + p -12_424), fd(42'-0) 14'-6 ! Spri25.980J fd(42'-0) 14'-6 Spr(-26.493), f (42'-0) 14'-6 Spr(-12.125), fd(42'-0) 14'-6 Sprj-18.631),fd(42'-0) 14'-6 Spr(-15.457), fd(42'-0) 14'-6 Spj(12.424), fd(47- ) 14'-6 Spr(-12.125), fd(42'-0) 14'-6 S r(-26.263), fd(42-0) 1018 1019 1020 1021 1022 2 3 14'-6 Spr(-26.782), fd(42-0) 14'-6 Spr(-22.1 ), fd(42- ) 14'-6 Spr(-19.337) fd(42-0) 4 5 21.746 12.424 551.63 27.27 26.90 28.11 27.17 26.35 22.02 26.11 19.74 25.980 + 28.54 26.493 28.82 12.125 + 19.50 18.631 + _ 24.17 15.457 22.02 12.424 19.74 12.125 i 19.50 26.263 26.782 22.156 28.70 28.98 26.36 19.337 24.63 14'-6 Spr( 18.043), i�42'-0) 14'-6 Spr(-17.704), fd(42'-0) 14'-6 4 Spr(-28.032), fc_1(_42'-0J 23'-514 ! 6 7+ 101 102 103 104 105 106 107 108 109 + 110 111 112 113 114 115 116 117 118 119 120 121 122 23'-5% 23'-514 I PO(26'-4) 23'-5'% I PO(6.-0) 22-2'/s PO(6'-0) 18.043 23.79 17.704 28.032 108.051 + 105.090 23.56 29.65 90.240 90.240 79.151 2'-5 PO(26.-4), BOR 22'-11 : PO(3'-7) 22'-1014 I PO(3'-7) 22-10 • POaL3'-7) 22-10 i PO(4'-314) 79.329 38.544 39.371 42.333 46.809 22-11 PO(3'-7) 36.886 22'-11'% PO(3.-71_ 36.182 22'-1014 I P0(3'-7) _t 22-10Y% i POL'-7) 22-10 i POL'-7) 22-10 i PO(3'-7) 22-10 PO(5'-8'/) 15'-9'/ ; T(3.-7) 39.687 43.687 + 44.608 35.246 -1-- 46.912 22-11 ! PO(3'-7) 22-10'/: PO(3_7)_ 22-11'16 P0(3'_7_1_ 15'-11 TL' -71 15'-10% T(3'-7) 24.822 + 27.894 + +- 30.680 I 27.154 22-10 PO(3.-7) 22'-9''/ PO(3'-7) 22-10 19.442 PO(3'-7) 22-10'% POL'-7) 22'-9'16 PO(4'-3'/! 123 124 125 126 22'-11 PO(3'-7) 22'-11'16 PO(3.-7) 19.937 44.197 45.127 36.962 31.947 47.454 29.627 1- 29.006 22-9'/z 22-9'/z PO(4'-3%) 48.478 -I- POf3'-7) 47.325 J A[5 © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:55AM Page 6 ill Hydraulic Analysis Il er: ) 6 Job Report Description: Ordinary Group l (Data Hall) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length MD Route 1 DY 1.0490 19.50 7.24 100 0.173991 0'-0 I Pf 7.928 1011 14'-6 19.50 5.6 _ 12.125 Sprinkler, 45'-7 :Pe -0.611 116 15'-11 19.442 T(3'-7), fd(42'-0) 45'-7 IPv AO 1.0490 39.00 14.48 100 0.627237 8'-7% l Pf 10.773 116 15'-11 19.50 _ _ 19.442 _ _ Flow (q) from Route 2 8'-6'/z I Pe -3.062 115 22'-11% 27.154 E(1'-5), T(3'-7), PO(3'-7) 1T-2 'Pv BL 1.6100 39.00 6.15 100 0.077869 9'-3'/z I Pf 0.724 _ _ _ 115 2Z-11% 27.154 Pe 0.017 113 22'-11 27.894 9'-3''A Pv BL 1.6100 78.48 12.37 100 0.283902 _ 9'-9 I Pf 2.768 113 22'-11 _ 39.48 27.894 Flow (q) from Route 3 I Pe 0.018 114 22'-10'/6 30.680 9'-9 IN BL 1.6100 102.65 16.18 100 0.466548 9'-9 Pf 4.549 114 22'-10'% 24.17 30.680 Flow (q) from Route 9 Pe 0.018 110 22'-10 35.246 9'-9IPv BL 1.6100 146.68 23.12 100 0.903008 7'-2% Pf 11.653 110 22'-10 44.03 __. 35.246 Flow (q) from Route 5 5'-8'% Pe 0.013 111 22'-10 46.912 PO(5'-8%) 12'-11 Pv CM 4.2600 365.96 8.24 100 0.042882 _ 12'-4'/z Pf 0.531 111 22'-10 161.91 + 57.37 46.912 Flow (q) from Route 11 and 18 1 Pe 0.011 122 22'-9% 47.454 12'-4% Pv CM 4.2600 521.98 11.75 100 0.082712 12'-3 'Pf 1.013 122 22'-9'V 98.33 + 57.68 47.454 Flow (q) from Route 7 and 19 1Pe 0.011 125 2Z-9%48.478 12'-3 Pv CM 4.2600 551.63 12.42 100 0.091613 162'-3Yz Pf 22.024 _ 125 22'-9'/6 29.65 48.478 Flow (q) from Route 22 85'-8 Pe 8.826 7 2'-5 79.329 fT(16'-0), fE(6'-9Yz), 2BV(11'-3), DPV(14'-0), PO(26'-4), BOR 1 247'-11Y2 Pv FM 4.2600 551.63 12.42 120 0.065384 99'-2 Pf 8.403 7 2-5 79.329 26-4 Pe -8.581 6 22'-2'/z 79.151 3fE(6-9Yz), fE(8'-11Yz) 126-6 Pv CM 4.2600 521.24 11.73 0.058878 144'-2 Pf 11.641 _ 6 22'-2Yz .__120 79.151 53'-6Y6 Pe -0.553 4 23'-5Y6 90.240 4fE(6'-9Yz), PO(26'-4) 197'-8Y2 Pv CM 8.2490 551.63 3.31 120 0.002617 396-10'% I Pf 5.530 4 23'-5Y6 30.38 90.240 Flow (q) from Route 23 277'-2 Pe 9.321 3 23'-5Yz 105.090 8E(21'-1'/), CV(52'-10), BV(14'- 674'-0'/z Pv 1), ALV(41'-1'/z), BFP(-3.766), f UG 8.3900 551.63 3.20 140 0.001812 100'-0 'PI 0.359 3 23'-5Yz 105.090 98'-5 I Pe 2.601 2 23'-5% 108.051 3E(30' -6'/z), GV(6'-9Yz) 198'-5IPv UG 12.4600 551.63 1.45 140 0.000264 1300'-0 'Pf 0.409 _ _ 2 23'-5Yz _ _ 108.051 249'-0 I Pe 1 23'-5Yz 108.460 3E(44'-3), CV(106-6), GV(9'-10) 1546-0 Pv ,S 250.00 Hose Allowance At Source I 1 801.63 fi Route 2 DY 1.0490 19.50 7.24 100 0.173991 0'-0 l Pf 7.928 1015 14'-6 19.50 5.6 12.125 Sprinkler, 45-7 1 Pe -0.611 116 15'-11 19.442 T(3'-7), fd(42'-0) 45-7IPv ® Route 3 DY 1.0490 19.74 7.33 100 0.177947 0'-0 Pf 8.108 1008 14'-6 19.74 5.6 12.424 Sprinkler, 45'-7 Pe -0.594 117 15'-10'% 19.937 T(3'-7), fd(42'-0) ! 45'-7 Pv AO 1.0490 39.48 14.65 100 0.641498 8'-7% Pf 11.018 117 15'-10Y2 19.74 19.937 Flow (q) from Route 4 8'-6% Pe -3.062 113 22'-11 27.894 E(1'-5), T(3'-7), PO(3'-7) 17'-2 Pv ID Route 4 DY 1.0490 19.74 7.33 100 0.177947 0'-0 : Pf 8.108 1014 14'-6 . 19.74 5.6 12.424 Sprinkler, 45'-7 Pe -0.594 117 15'-10% 19.937 T(3'-7), fd(42'-0) 45'-71Pv GO Route 5 DY 1.0490 22.02 8.17 100 0.217798 0'-0 'Pf 9.924 1006 14'-6 22.02 5.6 15.457 Sprinkler, 1 45'-7 Pe -0.559 112 15'-9Y 24.822 T(3'-7), fd(42'-0) 45'-7 Pv © M.E.P.CAD, Inc. gig AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:17:OOAM Page 7 Hydraulic Analysis Job Number: KG0686 Report Description: Ordinary Group I (Data Hall) Pipe Type Diameter Flow Velocity K -Factor HWC Friction Loss J I ITotal Length 'Pressure Eq. Length Summary Length Downstream Upstream _ Elevation Discharge Pt Pn Fittings AO 1.0490 44.03 16.35 100 24.822 35.246 0.785162 8'-71,4 Pf 8'-6'% Pe 17'-21Pv 13.486 -3.062 112 110 15'-9'% 22'-10 22.02 Flow (q) from Route 6 E(1'-5), T(3'-7), PO(3'-7) 41111 Route 6 DY 1.0490 22.02 8.17 5.6 _ 100 15.457 24.822 0.217798 0'-0 45'-7 45'-7 Pf Pe Pv 9.924 -0.559 1013 112 14'-6 15'-9'/: 22.02 Sprinkler, T(3'-7), fd(42-0) ® Route 7 AO 1.0490 23.56 8.75 100 0.246929 8'-7% 52-0 60'-7 Pf Pe Pv 14.964 -3.662 1021 124 14'-6 22'-11'% 23.56 5.6 _ 17.704 29.006 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) BL 1.3800 23.56 5.05 100 0.064944 � 9'-3% Pf Pe 9'-3'% Pv 0.603 0.017 124 123 22-11% 22-11 29.006 29.627 BL 1.3800 47.35 10.16 100 0.236189 9'-9 Pf Pe 9'-91Pv 2.303 0.018 123 121 22-11 22-10% 23.79 29.627 31.947 Flow (q) from Route 8 BL 1.3800 71.97 15.44 100 0.512522 9'-9 9'-9 Pf Pe Pv 4.997 0.018 121 120 22'-10'% 22'-10 24.63 31.947 36.962 Flow (q) from Route 10 BL 1.3800 98.33 21.09 100 0.912919 7'-2Y: 4'-3Yz 11'-5'% Pf Pe Pv 10.479 0.013 120 122 22-10 22-9Y2 26.36 36.962 47.454 Flow (q) from Route 13 PO(4'-3+%,) SD Route 8 AO 1.0490 23.79 8.83 100 0.251296 8'-7% 52-0 60'-7IPv Pf Pe 15.229 -3.645 1020 123 14'-6 22'-11 23.79 5.6 18.043 29.627 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) ® Route 9 AO 1.0490 24.17 8.97 100 0.258863 8'-7% Pf 52'-0 Pe 60'-7 Pv 15.688 -3.639 1012 114 14'-6 22-10% 24.17 5.6 18.631 30.680 _ Sprinkler, 2E(1-5), T(3'-7), PO(3.-7), fd(42' -0) Ili Route 10 AO 1.0490 24.63 9.14 5.6 100 0.267932 8'-71.4 52-0 60'-7 Pf Pe IPv 16.237 -3.627 1019 121 14'-6 22'-10% 24.63 19.337 31.947 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) o Route 11 AO 1.0490 26.11 9.69 100 0.298665 8'-71.6 52'-0 60'-7 Pf i Pe Pv 18.100 -3.663 _ 1007 106 14'-6 22-11'14 26.11 5.6 _ 21.746 36.182 _ _ Sprinkler, 2E(1'-5), T(3'-7), PO(3.-7), fd(42' -0) BL 1.3800 26.11 5.60 100 0.078551 8'-9 Pf I Pe 8'-9IPv 0.687 0.016 106 105 22-11% 22'-11 36.182 36.886 BL 1.3800 52.46 11.25 100 0.285509 9'-9 I Pf Pe 9'-9 Tv 2.784 0.018 105 107 _ 22'-11 22-101.4 26.35 36.886 39.687 Flow (q) from Route 12 BL 1.3800 79.73 17.10 100 0.619315 - 7'-21.4Pf 4'-3Yz Pe 11'-5'/: Pv 7.109 0.012 107 104 22-101: 22-10 27.27 39.687 46.809 Flow (q) from Route 16 PO(4'-314) CM 4.2600 161.91 3.64 100 0.009486 9'-111: Pf 1 Pe 9.-11% Pv 0.094 0.009 104 111 22'-10 22'-10 82.18 46.809 46.912 Flow (q) from Route 14 v Route 12 AO 1.0490 26.35 9.78 100 0.303596 8'-71.4 52-0 60'-7 Pf Pe Pv 18.399 -3.647 1005 105 14'-6 22-11 26.35 5.6 22.134 36.886 Sprinkler, 2E(1'-5), T(3'-7), PO(3.-7), fd(42' -0) ® Route 13 AO 1.0490 26.36 9.79 _ 5.6 100 0.303874 8'-7% 52-0 60'-7 Pf Pe Pv 18.415 -3.610 1018 120 14'-6 22'-10 26.36 _ 22.156 36.962 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) OD Route 14 M.E.P.CAD, Inc. 4s AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:17:OOAM Page 8 ill Hydraulic Analysis Job Number: KG0686 Report Description: Ordinary Group 1 (Data Hall) Pipe Type Diameter Flow Velocity K -Factor HWC Friction Loss Length (Pressure Eq. Length 'Summary Total Length Downstream Upstream Elevation Discharge Pt Pn Fittings AO 1002 101 1.0490 26.90 9.99 100 0.315547 8'-7'/z I Pf 19.123 52'-0'Pe -3.656 60'-7 Pv 14'-6 22'-11 26.90 5.6 23.078 38.544 Sprinkler, 2E(1'-5), T(3'-7), PO(3.-7), fd(42' -0) BL 1.3800 26.90 5.77 100 0.082991 9'-9 Pf 0.809 Pe 0.018 9'-9 Pv 101 102 22'-11 22'-10'/: 38.544 39.371 BL 102 103 1.3800 54.07 11.60 100 0.301920 9'-9 1 1 9'-9 Pf 2.944 Pe 0.018 Pv 22'-10'% 22'-10 27.17 39.371 42.333 Flow (q) from Route 15 BL 1.3800 82.18 17.63 100 0.655069 2'-61/2 4'-31/2 6-10 Pf 4.472 Pe 0.004 Pv 103 104 22'-10 22'-10 28.11 42.333 46.809 Flow (q) from Route 17 PO(4'-3+/,) GO Route 15 AO 1.0490 27.17 10.09 100 0.321336 8'-7'/z 52'-0 60.-7 Pf 19.474 Pe -3.639 Pv 1004 102 14'-6 22'-10'/: 27.17 5.6 23.536 39.371 Sprinkler, 2E(1'-5), T(3'-7), PO(3.-7), fd(42' -0) v Route 16 AO 1.0490 27.27 10.12 100 0.323531 8'-7'/% I Pf 19.607 52'-0 1 Pe -3.629 60.-7 !Pv 1001 107 14'-6 22'-10'% 27.27 5.6 23.710 39.687 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) o Route 17 AO 1.0490 28.11 10.44 5.6 100. 25.205 42.333 0.342363 8'-7'/z Pf 20.748 52'-0 Pe -3.621 60'-7 Pv 1003 103 14'-6 22'-10 28.11 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) GIP Route 18 AO 1009 108 1.0490 28.54 10.60 100 0.352090 8'-7'/: i Pf 21.337 52-0 1 Pe -3.630 60'-7 Pv 14'-6 22'-10'% 28.54 5.6 25.980 43.687 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) BL 1.3800 28.54 6.12 100 0.092602 9'-9 9'-9 Pf 0.903 1 Pe 0.018 Pv 108 109 22'-10'/: 22'-10 43.687 44.608 BL 1.3800 12.31 100 0.336871 2'-6'% 4'-3'% 6-10 Pf 2.300 Pe 0.005 Pv 109 111 22'--10 22'-10 _57_37 28.82 44.608 46.912 Flow (q) from Route 20 PO(4'-3%z) Iii. Route 19 AO 1016 118 1.0490 28.70 10.65 100 26.263 44.197 0.355640 H 8'-7% 52'-0 60'-7 Pf 21.552 Pe -3.619 Pv 14'-6 22'-10 28.70 5.6 _ _ _ Sprinkler, 2E(1'-5), T(3'-7), P0(3'-7), fd(42' -0) BL 118 119 1.3800 28.70 6.16 100 0.093535 9'-9 9'-9 Pf 0.912 Pe 0.018 Pv 22'-10 22'-9% 44.197 45.127 BL 1.3800 57.68 12.37 100 0.340266 2'-6% 4'-3% 6-10 Pf 2.323 Pe 0.005 Pv 119 122 22'-9% 22'-9% 28.98 45.127 47.454 Flow (q) from Route 21 P0(4'-3%) ® Route 20 AO 1.0490 28.82 10.70 100 0.358519 8'-71/2 52'-0 60'-7 Pf 21.727 Pe -3.612 Pv 1010 109 14'-6 22'-10 . _ 28.82 5.6 26.493 44.608 Sprinkler, 2E(1'-5), T(3'-7), PO(3.-7), fd(42' -0) ® Route 21 AO 1.0490 28.98 10.76 100 0.362131 8'-7'% 52'-0 60'-7 Pf 21.946 Pe -3.601 Pv 1017 119 14'-6 22'-9'% 28.98 5.6 26.782 45.127 Sprinkler, 2E(1'-5), T(3'-7), P0(3'-7), fd(42' -0) o Route 22 AO 1022 126 1.0490 29.65 11.01 100 0.377738 8'-7'% Pf 22.892 52'-0 Pe -3.599 60'-7 Pv 14'-6 22'-9'/z 29.65 5.6 28.032 47.325 Sprinkler, 2E(1'-5), T(3'-7), PO(3'-7), fd(42' -0) BL 126 125 1.3800 29.65 6.36 100 0.099347 7'-2V 1Pf 1.140 4'-3'/ Pe 0.013 11'-5.4 Pv 22'-9V 22'-9'/z 47.325 48.478 PO(4'-3'/:) ©M.E.P.CAD, Inc. In AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:17:OOAM Page 9 kil Hydraulic Analysis Job Number: KG0686 Report Description: Ordinary Group I (Data Hall) Pipe Type Diameter Flow Velocity HWC Friction Loss ,Length IPressure Downstream Elevation Discharge K -Factor Pt Pn Fittings I Eq. Length Summary Upstream ;Total Length Gib Route 23 CM 82490 30.38 0.18 120 0.000012 8'-3'% Pf 0.000 _ 5 23'-5% 30.38 90.240 Flow (q) from Route 24 I 4 23'-5V 90.240 8'-3% Pe I Pv GI Route 24 BL 13800 30.38 6.52 120 0.074188 135'-11 Pf 11.641 Pe -0.553 Pv _ 6 22'-2Y 79.151 PO(6'-0) 5 23'-5Y: 90.240 3E(3'-0), PO(6'-0) 21'-0 156'-11 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Ili C Value Multiplier + Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap aA, © M.E.P.CAD, Inc. AutoSP RINK 2018 v14.3.9.0 12/4/2018 10:17:OOAM Page 10 Hydraulic Overview Job Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Job Number KG0686 Job Name. Edge Connex Data Hall 2 Address 3425 S 116th St Address Tukwila, WA Address 3 ' Design englneer Anthony Geist (602) 579-3947 Smte CebhatbnAlcenea Number WESTESF136QF Am, City of Tukwila Job Site90dnp FAX System Density 0.15gpm/ft2 Area of Application 1950ft2 (Actual 1670ft2) Most Demanding Sprinkler Data Nxe Streams 5.6 K -Factor 19.50 at 12.125 250.00 Coverage Por spdnMer Number 01 spMMMn Calculated 130ft2 17 System Navin Dem. System Fba Dsnsrk 101.346 386.34 Taal Demand t Pressure Rndt 636.34 @ 101.346 +24.433 (19.4%) Supplies Check Point Gauges • llama Flow(aoml }lose Flow(aomj 8tatic(nsil ftesidual(osil 1 Water Supply 4270.00 250.00 129.000 20.000 identifier pressure(osil K-FactorK1 Flowfgomt BOR 82.806 42.46 386.34 Edge Connex Phase 2.cad Water Supply at Node 1 (4270.00, 0.00, 129.000, 20.000) 150 135 120 105 90 P 75 w n` • 60 45 30 15 III tatic Pressure 129.000 34 @ 101.346 636.34 with hose streams ystem demand curve 270.00 20.000 emfuuww uwuu 111 1111 111111111 111111111 111111111 I 11111111 IN503 4250 5100 5950 6800 7650 8500 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:15:50AM Page 1 Hydraulic Graph Job Number: KG0686 criotion: Ordinary GrouD I (Meth Room Water Supply at Node 1 Pressure, psi O N O p N NA III 111111 1111111111 11111 III 11111 111111 1 111111 1111 1111 U)II 11111111111 Static Pressure 129.000 386.34 .34 • 636.34 g 101.346 with hose streams System demand curve 4oewuuu111111111 270.00 @ 20.000 ulllull 111111111-1111 1111 1 Ill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l l 1 1 t h 1 1 1 1 1 1 1 1 1 %50 1700 2550 3400 4250 5100 5950 6800 7650 8500 Water flow, gpm Hydreulk Graph Water Supply at Node 1 Slats : Pressure - - 129.000 Residual: Pressure 20.000 @ 4270.00 Available Pressure at Time et Test 125.779 @ 636.34 System Demand 101.346 @ 386.34 - - - — - - — - ---- -- - _ - System Demand cmrrauma Ha.. rAJ,ep 11.01..) 101.346 @ 636.34 �/y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:15:56AM Page 2 Hydraulic Graph • Job Number: KG0686 BOR Pressure, psi O po N ww uu u, w & O N> IIII1111.1.1.1.1..L11_IIIIIIIIIIIIIIIIllllllllllllllllllilllllllllllllllllllllllllllllllllllllilllllllllllll Static Pressure 129.000 .34 386.34 636.34 @ 82.806 with hose streams System demand curve 270.00 @ 20.000 X1111111111I1111Illl IttttUII 111111111 1111 1111 111111111 I l l l 1 1 1 l l I I I I I I I I I 1 I I I 1 1 1 I 1 U %50 1700 2550 3400 4250 5100 5950 6800 7650 8500 Water flow, gpm Hydraulic Graph BOR Stang Pressure N/A Residual: Pressure N/A Avertable Pressure el Time o0Tes1 N/A System Demand 82.806 @ 386.34 System Oennk mowing Hon Ahxxu M Sousa) 82.806 @ N/A M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:15:56AM Page 3 111 Summary Of Outflowing Devices Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Device Actual Flow (gpm) Minimum Flow K -Factor Pressure (gpm) (K) (psi) Sprinkler Sprinkler Sprinkler Sprinkler 2001 2002 2003 2004 23.77 24.11 24.20 24.43 Sprinkler 2005 24.80 Sprinkler 2006 25.37 t Sprinkler 2007 26.13 Sprinkler 2008 24.84 Sprinkler 2009 ; 23.56 Sprinkler 2010 22.47 Sprinkler 2011 21.64 Sprinkler 2012 20.98 Sprinkler 2013 20.60 C> Sprinkler Sprinkler Sprinkler 2014 2015 2016 19.50 19.62 19.84 Sprinkler 2017 20.48 c> Most Demanding Sprinkler Data 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 fi 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 18.015 18.540 18.676 19.028 19.605 20.519 21.764 19.675 17.707 16.107 14.937 14.038 13.533 12.125 12.276 12.546 13.380 k, © M.E.P.CAD, Inc. i AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:05AM Page 4 Node Analysis Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 11 2001 2002 + 2003 23'-5Y2 S 23'-312+ Spr(-18.015) 101.346 18.015 1 23'-3'/z Spr(-18.540) 18.540 23'-3Yz ' W718.6761 2004 2005 2006 386.34 23.77 18.676 23'-3Yz 41r(-19.028) 19.028 • 23'-3Y2 23'-3% Spr(-19.605) Spr(-20.519) 2007 23'-3% Spr(-21.764) 2008 23'-3'.4 Spr(-19.675) 2009 23'-3'/ Spr(-17.7071 2010 23'-3'/2 Spr(-16.107) 2011 23'-3Y: Spr(-14.937) 2012 23'-3'% Sprf- 14.033 2013 23'-3%+ W13.533) 2014 23'-11 Spr(-12.125) 19.605 .i 20.519 + 21.764 19.675 i 24.11 24.20 24.43 24.80 25.37 26.13 17.707 1 16.107 14.937 14.038 24.84 23.56 22.47 2015 23'-8% Spr_(:12.276) 2016 23'-6 Spr(-12.546) 2017 23'-3Y2 Spr(-13.38) 2+ 3 4 23'-5Y2 + 1- 13.533 12.125 21.64 20.98 20.60 19.50 12.276 23'-5Y2 19.62 12.546 + 13.380 101.135 19.84 20.48 98.347 PO(26'-4) 5 6 7 201 202 23'-5'% PO(6'-0) 22'-2'% PO(6'-0) 2'-5+ PO(26'-4), BOR 22'-5% PO(3'-7) 203 204 205 206 207 208 22'-5Y2 i PO(3'-7) 22'-5Yz + POL'-7) 22'-6_4 PO(3'-7) 22'-6% PO(3'-7) 22'-6% PO(3'-7) 22'-8'% PO(8'-6'/2) 209 22'-7 PO(3'-7) 210 211 212 213 214 215 216 217 218 219 220 22'-7 + ff1_10'-941 22'-7% 4 PW' -7) 22'-7'% PO(3'-7) 84.044 84.044 78.573 t 82.806 + 20.728 20.753 20.887 21.253 21.865 _L 22.844 64.505 24.184 26.360 22'-8 P0(3'-7) 22'-8Y2 PW' -71 22'-8YzP0(3'-71 22'-10 _L PO(3'-7) 22'-10 t PO(3'-7) 2Z-9% P0�3'-7) 21.887 19.724 17.961 16.665 22'-9 + PO(3'-7) 22'-9 PO(7'-1Y2) 22'-9 , PO(3'-7) + 15.670 + 13.811 13.874 + 14.065 i 15.106 14.942 -+ 14.928 © M.E.P.CAD, Inc. h AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:09AM Page 5 illtHydraulic Analysis Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Pipe Tyke Diameter Flow Velocity HWC Friction Loss Length !Pressure Eq. Length Summary Total Length Downstream Upstream _ Elevation Discharge K -Factor Pt Pn Fittings fillIl Route 1 SP 1.0490 19.50 7.24 100 0.173991 _ 2'-0%'Pf 1.227 2014 23'-11 19.50 5.6 12.125 Sprinkler, 5'-0 Pe 0.459 215 22'-10 13.811 E(1'-5), PO(3.-7) i 7'-01/2 Pv BL 2.0670 19.50 1.86 100 0.006397 7'-8 Pf 0.049 215 22'-10 13.811 Pe 0.014 216 22'-10 13.874 7'-8 Pv BL 2.0670 39.12 3.74 100 0.023195 7'-8 Pf 0.178 216 22'-10 19.62 13.874 Flow (q) from Route 2 Pe 0.014 217 22'-9'/: 14.0657'-8 IPv BL 2.0670 58.96 5.64 100 0.049535 1 10'-21/2 Pf 0.859 217 22'-91/2 19.84 14.065 _ Flow (q) from Route 3 I 7'-1% Pe 0.018 219 22'-9 14.942 PO(7'-11/2) 17'-4 Pv CM 2.4690 79.44 5.32 100 0.036194 4'-5 Pf 0.160 219 22'-9 20.48 14.942 Flow (q) from Route 4 Pe 0.004 218 22'-9 15.106 4'-5'Pv CM 2.4690 100.04 6.70 100 0.055449 10'-0 Pf 0.554 218 22'-9 20.60 15.106 Flow (q) from Route 5 Pe 0.009 214 22'-81/2 15.670 10'-0',Pv CM 2.4690 121.02 8.11 100 0.078862 12'-6 Pf 0.986 214 22'-8'% 20.98 15.670 Flow (q) from Route 6 Pe 0.009 213 22'-81/2 16.665 12'-6 Pv CM 2.4690 142.67 9.56 100 0.106919 12'-0 Pf 1.283 213 22'-8'/: 21.64 16.665 Flow (q) from Route 7 1 Pe 0.013 212 22'-8 17.961 12'-0 Pv CM 2.4690 165.14 11.07 100 0.140149 12'-6 Pf 1.752 212 22'-8 22.47 17.961 Flow (q) from Route 8 Pe 0.011 211 22'-71/2 19.724 12'-6 Pv 2.4690 188.71 12.65 100 0.179375 12'-0 Pf 2.152 _CM 211 22'-7'% 23.56 19.724 Flow (q) from Route 9 Pe 0.011 210 22'-71/2 21.887 12'-0 Pv CM 2.4690 213.54 14.31 100 0.225484 9'-0 Pf 4.465 _ 210 22'-7Y2 24.84 21.887 _ Flow (q) from Route 15 10'-91/2 Pe 0.008 209 22'-7 26.360 fT(10.-9%) 19'-91/2 Pv CM 2.4690 386.34 25.89 100 0.675240 48'-0 Pf 38.189 209 22'-7 172.80 26.360 Flow (q) from Route 10 8'-6% Pe -0.043 207 22'-8'/ 64.505 PO(8'-61/2) 56'-6Y2 Pv CM 4.2600 386.34 8.70 100 0.047404 _ _ 122'-6 Pf 9.510 207 22'-81/2 64.505 85'-8 Pe 8.790 7 2'-5 82.806 fT(16'-0), fE(6'-9 6), 2BV(11'-3), DPV(14'-0), PO(26'-4), BOR 208'-2 Pv FM 4.2600 386.34 8.70 120 0.033832 99'-2 Pf 4.348 7 2'-5 82.806 29'-4 Pe -8.581 6 22'-21/2 78.573 3fE(6-9Y2), fE(8'-11%) 128'-6 Pv CM 4.2600 365.06 8.22 120 0.030465 144'-2 Pf 6.024 6 22'-21/2 78.573 53'-61/2 Pe -0.553 4 23'-51/2 84.044 4fE(6'-91/2), PO(26'-4) 197'-8'/'Pv CM 8.2490 386.34 2.32 120 0.001354396'-101/2 Pf 4.983 4 23'-5.4 21.28 84.044 Flow (q) from Route 18 277'-2 Pe 9.321 3 23'-51/2 98.347 8E(21'-1'/), CV(52'-10), BV(14'- 674'-0'/ Pv 1), ALV(41'-1'/), BFP(-4.070), f UG 8.3900 386.34 2.24 140 0.000938 100'-0 Pf 0.186 3 23'-5'/ 98.347 98'-5 Pe 2.601 2 23'-5'/: 101.135 3E(30'-61/2), GV(6'-91/2) 198'-5 Pv UG 12.4600 386.34 1.02 140 0.000137 1300'-0 Pf 0.212 2 23'-51/2 _ _ 101.135 249'-0 Pe 1 23'-51/2 101.346 3E(44'-3), CV(106'-6), GV(9'-10) 1549'-0 Pv ,S 250.00 Hose Allowance At Source 1 636.34 ® Route 2 SP 1.0490 19.62 7.28 100 0.175994 1'-10/ I Pf 1.211 2015 23'-81/2 19.62 5.6 12.276 Sprinkler, 5'-0 Pe 0.386 216 22'-10 13.874 E(1'-5), PO(3'-7) 6'-101IPv iii Route 3 ( © M.E.P.CAD, Inc. 'i AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:13AM Page 6 IIHydraulic Analysis - 1 Job Number: KG0686 Report Description: Ordinary Group 1 (Mech Room) Pipe Tye Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length _ Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings I SP 1.0490 19.84 7.36 100 0.179570 1'-8'%, Pf 6-0 Pe 6'-8%IPv 1.206 0.313 2016 217 23'-6 22'-9% 19.84 5.6 12.546 14.065 Sprinkler, E(1'-5), PO(3'-7) fill Route 4 SP 1.0490 20.48 7.60 100 0.190581 1'-11 5'-0 6'-11 Pf Pe Pv 1.319 0.229 2017 220 23'-3Yz 22'-9 20.48 5.6 13.380 14.928 Sprinkler, E(1.-5), PO(3.-7) CM 2.4690 20.48 1.37 100 0.002949 3'-7 3'-7 Pf Pe Pv 0.011 0.003 220 219 22'-9 22'-9 14.928 14.942 ® Route 5 SP 1.0490 20.60 7.65 100 0.192600 1-111/2 V-0 6'-11'1 Pf Pe Pv 1.337 0.236 2013 218 23'-3% 22'-9 20.60 5.6 13.533 15.106 Sprinkler, E(1'-5), PO(3'-7) ® Route 6 SP 1.0490 20.98 7.79 100 0.199230 V-11% Pf 5'-0 Pe 6'-11'Y IPv 1.387 0.245 2012 214 23'-3Yz 22'-8Yz 20.98 5.6 14.038 15.670 Sprinkler, E(1'-5), PO(Y-7) ® Route 7 SP 1.0490 21.64 8.03 100 0.211010 2'-0 5'-0 7'-0 Pf Pe Pv 1.473 0.254 2011 213 23'-3Yz 22'-8'/z 21.64 5.6 14.937 16.665 Sprinkler, E(1'-5), PO(V-7) o Route 8 SP 1.0490 22.47 8.34 100 0.226252 2'-0 5'-0 7'-0 Pf Pe Pv 1.586 0.268 2010 212 23'-3'% 22'-8 22.47 5.6 16.107 17.961 Sprinkler, E(1'_5), PO(3'-7) o Route 9 SP 1.0490 23.56 8.75 100 0.246969 _ _ Sprinkler, E(1'-5), PO(3'-7) I 2'-0% Pf 5'-0 Pe 7'-0Yz.Pv 1.738 0.279 2009 211 23'-31/2 22'-7''A 23.56 5.6 17.707 19.724 o Route 10 SP 1.0490 23.77 8.82 100 0.250937 2'-31Pf 7'-11/2 1I 9'-4Y2IPv Pe 2.351 0.362 2001 201 23'-3'% 22'-5Yz 23.77 5.6 18.015 20.728 Sprinkler, T(3'-7), PO(3'-7) CM 2.4690 23.77 1.59 100 0.003883 8'-6 8'-6 Pf Pe Pv 0.033 -0.008 201 202 22'-5Yz 22'-5Yz . 20.728 20.753 CM 2.4690 47.88 3.21 100 - _ _ 0.014186 10'-1 10'-1 Pf Pe Pv 0.143 -0.009 202 203 22'-5'/z 22'-5Yz 24.11 20.753 20.887 Flow (q) from Route 11 CM 2.4690 72.08 4.83 100 0.030237 12'-61Pf 12'-6 I Pe Pv 0.378 -0.011 203 204 22'-5Yz 22'-6 24.20 20.887 21.253 Flow (q) from Route 12 CM 2.4690 96.51 6.47 100 0.051882 12'-0 12'-0 Pf Pe Pv 0.623 -0.011 204 205 22'-6 22'-61/2 24.43 21.253 21.865 Flow (q) from Route 13 CM 2.4690 121.31 8.13 0.079202 12'-6 12'-6 Pf Pe Pv 0.990 -0.011 205 206 22'-6% 22'-6'A 24.80 _100 21.865 22.844 Flow (q) from Route 14 CM 2.4690 146.67 9.83 100 0.112539 12'-0 12'-0 Pf Pe Pv 1.350 -0.011 _ 206 208 22'-6Yz 22'-7 25.37 _ _ 22.844 24.184 Flow (q) from Route 16 CM 2.4690 172.80 11.58 100 0.152406 3'-6 Pf 10'-9'/z Pe 14'-31/2 Pv 2.179 -0.003 208 209 22'-7 22'-7 26.13 24.184 26.360 Flow (q) from Route 17 fT(10'-9'/z) OP Route 11 SP 1.0490 24.11 8.95 100 0.257699 2'-2% 5'-0 7'-2'% Pf Pe Pv 1.858 0.354 2002 202 23'-3%z 22'-5% _. 24.11 5.6 18.540 20.753 Sprinkler, E(1'-5), PO(3'-7) GI Route 12 SP 1.0490 24.20 8.98 100 0.259446- 2'-2% 5'-0 7'-21/2 Pf Pe Pv 1.866 0.345 2003 203 23'-3Yz 22'-5Yz 24.20 5.6 18.676 20.887 Sprinkler, E(1'-5), PO(3'-7) v Route 13 SP 1.0490 24.43 9.07 5.6 100 0.263970 2'-2 5'-0 7'-2 Pf Pe Pv 1.891 0.334 2004 204 23'-3'% 22'-6 24.43 19.028 21.253 Sprinkler, E(1'-5), PO(3'-7) MI Route 14 (�+ © M.E.P.CAD, Inc. 49 AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:13AM Page 7 1 ill Hydraulic Analysis Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream SP 1.0490 24.80 9.20 100 0.271359 2'-2 Pf 1.937 2005 23'-3'% 24.80 5.6 19.605 Sprinkler, 5'-0 205 22'-6Yz 21.865 E(1'-5), PO(3'-7) 7'-1Yz Pe 0.323 IPv OD Route 15 SP 10490 24.84 9.22 100 0.272254 2'-1 Pf 1.923 2008 23'-3'/: 24.84 5.6 19.675 Sprinkler, 210 22'-7% 21.887 E(1'-5), PO(Z-7) 6-0 7'-OYzIPv Pe 0.290 GO Route 16 SP 10490 25.37 9.42 100 0.283041 2'-1'/z Pf 2.013 2006 23'-3Yz 25.37 5.6 20.519 Sprinkler, 206 22'-6'Y 22.844 E(1'-5), PO(3'-7) 5'-0 7'-1',4 Pe 0.312 Pv ® Route 17 SP 10490 26.13 9.70 100 0.298893 i 2'-1 Pf 2.119 2007 23'-3% 26.13 5.6 21.764 Sprinkler, 5'-0 208 22'-7 24.184 E(1'-5), PO(3.-7) 7'-1 Pe 0.301 Pv GO Route 18 CM 82490 21.28 0.13 120 0.000006 8'-31.6 Pf 0.000 5 23'-5Y 21.28 84.044 Flow (q) from Route 19 4 23'-5Yz 84.044 8'-3Yz Pe I Pv aw Route 19 BL 13800 21.28 4.56 120 0.038387 135-11 Pf 6.024 Pe -0.553 Pv 6 22'-2% 78.573 PO(6'-0) 21'-0 5 23'-5'/z 84.044 3E(3'-0), PO(6'-0) 156'-11 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Value Of C MultiplyingFactor 100 130 140 150 0.713 _ 1.16 1.33 1.51 Actual Inside Diameter 4'87 ( Schedule 40 Steel Pipe Inside Diameter = Factor ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:13AM Page 8 1 I 1 Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Flow Discharge Job Number: KG0686 Report Description: Ordinary Group I (Mech Room) Velocyt r HWC Friction Loss K -Factor Pt Pn Fittings Length Pressure Eq. Length (Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111.° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. 'i AutoSPRINK 2018 v14.3.9.0 12/4/2018 10:16:13AM Page 9 Western States Fire Protection Co. Pwtect 4icie4 aid Profterty 14690 NE 95'h Street, Unit 101 Redmond, WA 98052 (425) 881-0100 Fax (425) 881-3030 Fire Protection System Seismic Calculations Edge ConneX Fire Sprinkler Tenant Improvement 3425 South 116th Street Tukwila, WA 98168 WASHINGTON STATE FIRE PROTECTION SPRINKLER Richard J. Stewart SEI. SYSTEMS 3636-110! C Level3 Wes : . es Fire Protection 444 "-- _14 tir Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Edge ConneX Seismic Data Mon April 7, 2014 15:48:12 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49922°N, 122.28862°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1 Srni 5000m aVashoa pvuest USGS-Provided Output SS = 1.516 g S1 = 0.569 g SMS= 1.516g SM1 = 0.854 g SDS= 1.011g S01 = 0.569 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.44 1.28 1.12 en 0.96 • 0.8 0.64 0.49 0.32 0.16 0.00 MCER Response Spectrum 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 Period, T (sec) 1.80 2.00 1.10 0.9 0.9 0.77 Os 0.6 0.55 Design Response Spectrum 0.44 0.33 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter http://ehp3-earthq uake.wr.usg s.g ov/desig nmaps/us/summary.php?template=minimal &Iatitude=47.4992199&long itude=-122.2886247&siteclass=3&rislcateg ory=... 1/2 ToI-Brace Seismic Calculations Western States Fire Protect Project Address: Ed se Connex 14690 NE 95th Street, Unit Total Calculated Load �r Redmond, WA 98052 COWER B -Line 3425 South 116th Street tTOLCO 425-881-0100 Tukwila, WA 98168 WESTES136QF Job # KS2378 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 24' 0" 7.32 m Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.1000 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please 771 lbs (350 kg) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 98 0 UNIVERSAL SWAY I 0.708 BRACE ATTACHMENT Force Factor (Cp) . STEEL PIPE Fastener Information LATERAL BRACE Fastener Orientation NFPA Type E Maximum Load 800 lbs (363 kg) Diameter 3/4in. 19 mm TOLCO FIG. 1000 FAST CLAMP Length Minimum 4x Wood Member Type Dual Through -Bolts - Fig.906 Brace Identification on Plans Data Hall Lateral Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 24ft (7.3 m) 135 lbs (61 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 166ft (50.6 m) 344 lbs (156 kg) 1" Sch.40 Steel Pipe (25.4 mm) 132ft (40.2 m) 192 lbs (87 kg) Percentage added for Fittings and Sprinklers 15% 101 lbs (45.81 kg) Total Adjusted Load of all pipe within Zone of Influence 771 lbs (350 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 COOPER B -Line ®TDLCO Data Hall Lateral NFPA Type E 3" Sch.10 Steel Pipe 24' 0" (7.32 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 3/4 (19 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 906 Minimum 4x Wood Member Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 24ft (7.3 m) 1.25' Sch.40 Steel Pipe (31.75 mm) 166ft (50.6 m) 1" Sch.40 Steel Pipe (25.4 mm) 132ft (40.2 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 771 lbs (350 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 800 lbs (363 kg) Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Glulam Beam Calculations prepared by Ryne Fakkema *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com HANGER AND BRANCH LINE RESTRAINT (EXAMPLE OF ATYPICAL BRANCH LNE RESTRAINT - SCE NFPA #13 2007 SEC 0 3 0) UPPER ATTACHMENT FASTENER AS REQUIRED OPTIONAL TOLCO FIG. 50 (UL) SIDE — BEAM BRACKET OPTIONAL. TOLCO FIG. 58 (UL) _ THREADED SIDE BEAM BRACKET NFPA 13, 2010 Table 9,3.6.40) Maximum Spacing (ft) of Steel Branch Line Restraints (ft) Pipe ( In. Cp 0.50.5 < Cp.s 0.71 C >a..L 26 1 43 36 1 Y4 46 39 27 1 '4 49 41 29 2 53 45 31 r„‘, TOLCO FIG. 200 (UL) ADJUSTABLE BAND HANGER (TYP) TOLCO FIG, 25 (UL) SURGE RESTRAINER 7 , TOLCO FIG. 99 \ ALL THREAD ROD CUT TO LENGTH (TYP) (TYP) NFPA 13, 2010 Table 9.3.6.4(b) Maximum Spacing (ft) of CPVC and Copper Branch Line Restraints PIDE, lin.) 0.50 .5<CpOE71 26 Cp > 0.71 18 34 31, 1 34 .-?,3 20 1)4 37 31 22 55 40 34 24 2 45 3$ 27 NFPA 13, 2007 Table 9.3.6.4 Maximum Spacing Branch Line Restraints (feet) PIDE, lin.) Cp 5 0.50 45 .5 c Cp 5 0.71 38 Cp >0.71 27 1 48 40 28 1 3,14 51 43 30 2 55 46 33 NFPA 13, 2002, 93.6.4: Where upward or lateral movement of the system piping result in damage to the sprinkler through impart against the building structure, equiptment, or finish materials, branch lines shall be retrained at intervals not exceeding 30 ft 19 m). 1375 SAMPSON AVENUE CONA, CA. 92/f/4 V;t51) 7377i509 r (WI) 7374330 COOPER B -Line ®TOLCO ToI-Brace Seismic Calculations Western States Fire Protect Project Address: Edge Connex 14690 NE 95th Street, Unit Total Calculated Load �r01 Redmond, WA 98052 COWER B-Line 3425 South 116th Street tTOLCO 425-881-0100 Tukwila, WA 98168 WESTES136QF Job # KS2378 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Tolco Component Fig. Number Adjusted Load 7' 0" 2.13 m)_ Maximum Brace Length P (..._®..__............u...._._�, �® 7 Bracing Material 1" Sch.40 Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" 11 mm L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 980- UNIVERSAL SWAY Force Factor (Cp) 0.708 BRACE ATTACHMENT �• STEEL PIPE LATERAL BRACE Fastener Information �� Fastener Orientation NFPA Type E TOLCO FIG. 4L PIPE CLAMP FOR c> OO Maximum Load 560 lbs (254 kg) SWAY BRACING ,r — Diameter 5/8in. f J Length 5-1/2in. Type Through-Bolt Brace Identification on Plans Data Hall Longitudinal Orientation of Brace Longitudinal Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 80ft (24.4 m) 450 lbs (204 kg) Percentage added for Fittings and Sprinklers 15% 67 lbs (30.39 kg) Total Adjusted Load of all pipe within Zone of Influence 517 lbs (235 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Data Hall Longitudinal NFPA Type E 3" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 5-1/2in. Through -Bolt 5-1/2in. Summary of Pipe within Zone of Influence COWER B -Line ®TOLCO 3" Sch.10 Steel Pipe (76.2 mm) 180ft (24.4 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 517 lbs (235 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 560 lbs (254 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Glulam Beam Calculations prepared by Ryne Fakkema *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com HANGER AND BRANCH LINE RESTRAINT tExAmpLE or A TYPICAL BRANCH LINE RESTRAINT - $EP NFPA 013 20Q7 SEC 0 UPPER ATTACHMENT FASTENER -- AS REQUIRED OPTIONAL TOLCO FIG. 50 (UL) SIDE BEAM BRACKET OPTIONAL TOLCO FIG. 58 (UL) THREADED SIDE BEAM BRACKET NFPA 13, 2010 Table 9.3.64(a) Maximum Spacing (ft) of Steel Branch Line Restraints (ft) Pipe (in.) Cp 0.50 .5 <Cp 0,71.Cp >0.71 1 43 36 26 1 X 46 39 27 1 .16 49 41 29 2 53 45 31 TOLCO \ ALL THREAD ROD CUT TO LENGTH (TYP) 1/:" TCM_CO FIG, 200 (a) - ADJUSTABLE BAND HANGER (TVP) TOLOO FIG, 25 (UL) SURGE RESTRAINER (rt,P) NFPA 13, 2010 Table 9.3.6.4(b) Maximum Spacing (ft) of CPVC and Copper Branch Line Restraints Pipe (in,) Cp 5 0.50 .5 < Cp 5 0.71 Cp >0.71 3/14 11 26 18 1 34 28 20 1 Yi 37 31 22 1 l'2 40 34 24 2 45 38 27 NFPA 13, 2007 Table 9.3.6.4 Maximum Spacing Branch Line Restrants (f..eet Pipe (h.) Cp 5 0.50 .5 < Cp 5 0.71 Cp >0.7? 1 4.5 38 27 42 40 28 fl' 51 43 30 2 55 46 33 NFPA 13, 2002, 9.3.6.4: Where upward or lateral movement of the system piping would result in damage to the sprinkler through impact against the building structure, equipment, or finish materials, branch lines shalt be retrained at intervals not exceeding 30 ft (9 m). 13M SAMPSON AVENUE CARONA, C& %NITS Is: (WO '7701* F 13/-0:00 COOPER B -Line (1)TCILCO Tol-Brace Seismic Calculations Project Address: Edge Connex 3425 South 116th Street Tukwila, WA 98168 Job # KS2378 Western States Fire Protect 14690 NE 95th Street, Unit Redmond, WA 98052 425-881-0100 WESTES136QF Calculations based on 2013 NFPA Pamphlet #13 CO010 OPER B -Line TOLCO Brace Information Tolco Brace Components Maximum Spacing 40' 0" 12.19 m Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical Least Rad. of Gyration 45° Min. 0.42" (11 mm) L/R Value 200 Max Horizontal Load Force Factor (Cp) 0.708 1310 lbs (594 kg) Tolco Component Fig. Number Fig.1000 Clamp Fig.980 Universal Swivel Adjusted Load 1425 lbs (646 kg) 1955 lbs (887 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type E 320 lbs (145 kg) 5/8in. 2-1/tin. Through -Bolt Assembly Detail TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 FAST CLAMP STEEL PIPE LATERAL BRACE Brace Identification on Plans Electrical Room Lateral Orientation of Brace Lateral IBraced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) 167 lbs (76 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 6ft(1.8m) 12 lbs (5 kg) 1" Sch.40 Steel Pipe (25.4 mm) 48ft (14.6 m) 70 lbs (32 kg) Percentage added for Fittings and Sprinklers 15% 37 lbs (16.78 kg) Total Adjusted Load of all pipe within Zone of Influence 286 lbs (130 kg) (ToI-Brace Version 7) ToI-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Electrical Room Lateral NFPA Type E 2.5" Sch.10 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 2-1/2in. Through -Bolt 2-1/21n. Summary of Pipe within Zone of Influence C0000 PER B -Line TOLCO 2.5" Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 6ft(1.8m) 1" Sch.40 Steel Pipe (25.4 mm) 48ft (14.6 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by Ryne Fakkema 15% 286 lbs (130 kg) 1310 lbs (594 kg) 320 lbs (145 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) Glulam Beams *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tal -Brace 7 visit us at www.tolco.com . ToI-Brace Seismic Calculations Western States Fire Protect Project Address: Edge Connex 14690 NE 95th Street, Unit Total Calculated Load COOPER Redmond, WA 98052 COIR B-LIl1e 3425 South 116th Street TOLCO 425-881-0100 Tukwila, WA 98168 WESTES136QF Job # KS2378 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail 1310 lbs Max Horizontal Load (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY Force Factor (Cp) 0.708 BRACE ATTACHMENT OA •�* STEEL PIPE LATERAL BRACE Fastener Information Fastener Orientation NFPA Jpe E TOLCO FIG. 4L PIPE CLAMP FOR �� ©, O _ Maximum Load 400 lbs (181 kg) SWAY BRACING , i — Diameter 5/8in. Length 3-1/2in. O Type Through-Bolt Brace Identification on Plans Electrical Room Longitudinal . Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 80ft (24.4 m) 334 lbs (152 kg) Percentage added for Fittings and Sprinklers 15% 50 lbs (22.68 kg) Total Adjusted Load of all pipe within Zone of Influence 384 lbs (174 kg) {ToI-Brace Version 71 Tol-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Electrical Room Longitudinal NFPA Type E 2.5" Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 3-1/21n. Through -Bolt 3-1/tin. Summary of Pipe within Zone of Influence C00010 PER B -Line ®TOLCO 2.5" Sch.10 Steel Pipe (63.5 mm) 1 80ft (24.4 m) G -Factor Used 0.708 Allowance for Heads and Fittings . Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by Ryne Fakkema 15% 384 lbs (174 kg) 1310 lbs (594 kg) 400 lbs (181 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) Glulam Beam *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Tol-Brace Seismic Calculations Project Address: Edge Connex 2.5" Sch.10 Steel Pipe (63.5 mm) Western States Fire Protect 14690 NE 95th Street, Unit Of Redmond, WA 98052 COOPER 13 -Line 425-881-0100 WESTES136QF on 2013 NFPA Pamphlet #13 t TOLCO 3425 South 116th Street 10ft (3 m) Tukwila, WA 98168 Job # KS2378 Calculations based Brace Information Total Adjusted Load of all pipe within Zone of Influence Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 7' 0" (22113 m) 1" Sch.40 45° Min. 0.42" (11 mm) Assembly TOLCO UNIVERSAL BRACE ATTACHMENT LATERAL Detail FIG. 98 1 SWAY STEEL PIPE BRACE I 200 1310 lbs (594 kg) 0.708 .; Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA T .e E 320 lbs (145 kg) TOLCO FIG. 1000 FAST CLAMP 5/8in. 2-1/2in. Through -Bolt Brace Identification on Plans Wet System Lateral 21/2" Orientation of Brace Lateral Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 30ft (9.1 m) 125 lbs (57 kg) 1" Sch.40 Steel Pipe (25.4 mm) 10ft (3 m) 15 lbs (7 kg) Percentage added for Fittings and Sprinklers 15% 21 lbs (9.53 kg) Total Adjusted Load of all pipe within Zone of Influence 161 lbs (73 kg) {ToI-Brace Version 71 ToI-Brace Seismic Calculations Edge Connex Job # KS2378 3425 South 116th Street Brace Identification Wet System Lateral 21/2" Brace Type (Per NFPA#13) NFPA Type E Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 5/8in. x 2-1/2in. Through -Bolt Length of Fastener 2-1/21n. Summary of Pipe within Zone of Influence CO B -Line (IDTDLC© 2.5" Sch.10 Steel Pipe (63.5 mm) 1" Sch.40 Steel Pipe (25.4 mm) 30ft (9.1 m) 10ft(3m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by Ryne Fakkema 15% 161 lbs (73 kg) 1310 lbs (594 kg) 320 lbs (145 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) Glulam Beam *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Western States Fire Protect Project Address: Edge Connex 14690 NE 95th Street, Unit Total Calculated Load p Redmond, WA 98052 COOPER B -Line 3425 South 116th Street (tTQLCO 425-881-0100 Tukwila, WA 98168 WESTES136QF Job # KS2378 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" 24.38 m Tolco Component Fig. Number Adjusted Load 7'0"(2.13Fig.4L m Maximum Brace Length ) _ e® Bracing Material 1" Sch.40 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) „_ Angle from Vertical 45° Min. "Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail __ � Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 980- UNIVERSAL SWAY Force Factor (Cp) 0.708 BRACE ATTACHMENT OA ',9 STEEL PIPE LATERAL BRACE Fastener Information Fastener Orientation NFPA Type E TOLCO FIG. 4L PIPE CLAMP FOR Ci fl Maximum Load 400 lbs 181 k. SWAY BRACING ,r— ' — Diameter 5/8in. 6 ---- J Length 3-1/21n. O Type Through -Bolt Brace Identification on Plans Wet System Longitudinal 21/2" Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 80ft (24.4 m) 334 lbs (152 kg) Percentage added for Fittings and Sprinklers 15% 50 lbs (22.68 kg) Total Adjusted Load of all pipe within Zone of Influence 384 lbs (174 kg) {ToI-Brace Version 7} ToI-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Wet System Longitudinal 21/2" NFPA Type E 2.5" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence COOPER B -Line TOLCO 2.5" Sch.10 Steel Pipe (63.5 mm) I 80ft (24.4 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 384 lbs (174 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Glulam Beam Calculations prepared by Ryne Fakkema *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com I ToI-Brace Seismic Calculations Project Address: Edge Connex Western States Fire Protect 14690 NE 95th Street, Unit COWER Redmond, WA 98052 C��rrOWER B -Line 425-881-0100 WESTES136QF on 2013 NFPA Pamphlet #13 tTOLCO 3425 South 116th Street Tukwila, WA 98168 Job # KS2378 Calculations based Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) "Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 7 0 m Maximum Brace Length " ( 2.13 ) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE LATERAL BRACE Percentage added for Fittings and Sprinklers 15% L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.708 Fastener Information Fastener Orientation NFPA T Maximum Load 400 lbs (181 kg) TOLCO FIG. 1000 FAST CLAMP Diameter 5/8in Length 3-1/2in. Type Through -Bolt Brace Identification on Plans Wet System 2" Lateral Orientation of Brace Lateral Braced Pipe: 2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2" Sch.10 Steel Pipe (50.8 mm) 20ft (6.1 m) 60 lbs (27 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 10ft (3 m) 26 lbs (12 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) 41 lbs (19 kg) 1" Sch.40 Steel Pipe (25.4 mm) 135ft (41.1 m) 196 lbs (89 kg) Percentage added for Fittings and Sprinklers 15% 48 lbs (21.77 kg) Total Adjusted Load of all pipe within Zone of Influence 371 lbs (168 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Wet System 2" Lateral NFPA Type E 2" Sch.10 Steel Pipe 20'0"(6.1m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence C0000 PER B -Line ®TOLCO 2" Sch.10 Steel Pipe (50.8 mm) 20ft (6.1 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 10ft (3 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 135ft (41.1 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 371 lbs (168 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig.1000 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Gluelam Beam Calculations prepared by Ryne Fakkema *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com HANGER AND BRANCH LINE RESTRAINT (EXAMPLE Cw TyPicAL BRANCH Li < Br...STRAW $WE NPA #13 2007 SEG 035/ UPPER ATTACHMENT FASTENER AS REQUIRED OPTIONAL TOLCO Fla 50 (UL) SIDE .r BEAM BRACKET OFMONAL TOLCO FIG. 58 (UL) _ READEO SIDE BEAM BRACKET TOLCO FIG. 99 ,ALL THREAD ROD CUT TO LENGTH 44ct- freP) NFPA 13, 2010 Table_ 9.3.6.4(a) Maximum Spacing (ft) of Steel Branch Line Restraints (ft) flpflal 1 C 4 S.�50 43 .5 C. -ri: .7 36 C4 >0.71 26 15 46 39 27 1 Y:. 49 41 29 2 53 45 31 TOLCO FIG. 200 (UL) ADJUSTABLE BAND HANGER (TYP) TOLCO FIG. 25 (UL) SURGE RESTRAINER (TYP) NFPA 13, 2010 Table 9.3.6.4(b) Maximum Spacing (ft) of CPVC and Copper Branch Line Restraints Pipe (in. C. 0.50 .5 c. Cp S 0.71 26 Cp >0.71 15 48 40 25 20 1 % 37 3122 2 1 I': 40 34 24 2 45 35 27 NFPA 13, 2007 Table 9.3.6.4 Maximum Spacing Branch Line Restraints (feet) Pipe (in.) 1 Cp s 0.50 45 .5 < Cp S 0.71 38 Cp >0.71 27 1 3'4 48 40 25 1 '7; 43 30 2 55 46 33 NFPA 13, 2002, 9,3.6.4: Where upward or lateral movement of the system piping would result in damage to the sprinkler through impact against the building structure, equiptment, or finish materials; branch lines shall be retrained at intervals not exceeding 30 ft {9 m). 1375 SAMPSON AVENUE =ROW OA. MPS P: (a$1) 77-001 F (051) rit-0330 COOPER B -Line ®Tc LCO Tol-Brace Seismic Calculations Western States Fire Protect Project Address: Edge Connex 14690 NE 95th Street, Unit Total Calculated Load COOPER Redmond, WA 98052 COOPER B-LIl1e 3425 South 116th Street ®TOLCO 425-881-0100 Tukwila, WA 98168 WESTES136QF Job # KS2378 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" 11 mm L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY Force Factor (Cp) 0.708 BRACE ATTACHMENT •'�' STEEL PIPE LATERAL BRACE Fastener Information �. Fastener Orientation Type E TOLCO FIG. 4L PIPE CLAMP FOR 'O op,NFPA Maximum Load 320 lbs (145 kg) SWAY BRACING ,r-- -- - Diameter 5/8in. 4 J•' Length 2-1/2in. O Type Through -Bolt Brace Identification on Plans Wet System 2" Longitudinal Orientation of Brace Longitudinal _ Braced Pipe: 2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2" Sch.10 Steel Pipe (50.8 mm) 80ft (24.4 m) 239 lbs (108 kg) Percentage added for Fittings and Sprinklers 15% 36 lbs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 275 lbs (125 kg) {ToI-Brace Version 7) ToI-Brace Seismic Calculations Edge Connex 3425 South 116th Street Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # KS2378 Wet System 2" Longitudinal NFPA Type E 2" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 2-1/2in. Through -Bolt 2-1/2in. Summary of Pipe within Zone of Influence CODER B -Line TOLCO 2" Sch.10 Steel Pipe (50.8 mm) 180ft (24.4 m) G -Factor Used 0.708 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 275 lbs (125 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 320 lbs (145 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member Glulam Beam Calculations prepared by Ryne Fakkema *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com HANGER AND BRANCH LINE RESTRAINT (EXAMPLE QF A TYPICAL fIRANCii LINE NESTRAR4T SEE NPA #13 nor SEC 93 (i) — UPPER ATTACHMENT FASTENER AS REQUIRED OPTIONAL TOLCO FIG, 50 (UL) SIDE BEAM BRACKET OPTIONAL TOLCO FG 58(1)1) THREADED SIDE BEAM BRACKET NFPA 13, 2010 Table 9.3.6.4(a) Maximum Spacing (ft) of Steel Branch Line Restraints (ft) Pipe (in.) 1 Cp 0,50 43 .5 <Cp...C. 0,71 36 C. 0.71 26 1 46 39 27 1 1,4 49 41 29 2 53 45 31 TOLCO FIG, 99 ALL THREAD ROD CUT TO LENGTH (TIT) TOLCO FIG. 200 (Lk) — ADJUSTABLE BAND HANGER (TYP) \ TOLCO FIG. 25 (Ill) SURGE RESTRAINER (TYP) NFPA 13, 2010 Table 9.3.6.4(b) Maximum Spacing (ft) of CPVC and Copper Branch Line Restraints Pipe (in) Cp 0..50 ,5 <Cp 5. 0.71 Cp > 0.71 1 31 26 18 1 34 23 20 1 Y.4 37 31 22 1 11. 40 34 24 2 45 38 27 NFPA 13, 2007 Table 9.3.6.4 Maximum Spacing Branch Line Restraints (feet) Pipe n, Cp 5 0.50 .5 < Cp 5_ 0.71 Cp > 0.71 1 45 38 27 1 3'4 48 40 23 1 tS 51 43 30 2 55 46 33 NFPA 13, 2002, 9,3.6,4; Where upward or lateral movement of the system piping vtould result in damage to the sprinkler through impact against the building structure. equiptrnent, or finish materials, branch lines shall be retrainee at intervals not exceeding 30 ft i9 rri). 1S7S SAMPSON AVENUE CQRONA, CA. WS 'kW) 7374;e00 F (941) TV-03MI 0011 COOPER B -Line OTOLCO t//0 Western States Fire Protection Co. Pwteetct9 44ed awl wfte4 14690 NE 95th Street, Unit 101 Redmond, WA 98052 (425) 881-0100 Fax (425) 881-3030 Fire Protection System Hydraulic Calculations Edge ConneX Fire Sprinkler Tenant Improvement 3425 South 116th Street Tukwila, WA 98168 WASHINGTON STATUE CERTIFICATE PROTECTION SPRINKLER 51Ws Hydraulic Overview Job Number: KS2378 - EDGE CONNEX Report Description: DATA HALL Job Job Number KS2378 Design Engineer RYNE FAKKEMA Job Name: EDGE CONNEX Phone 360.672.5213 FAX 425.881.3030 Address 1 3425 SOUTH 116TH STREET Slate Certification/License Number WESTESF136QF Address 2 TUKWILA, WA 98168 PJ -IJ CITY OF TUKWILA Address 3 Job Site/Building System Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 1964.74ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.13 Hose Streams 250.00 Coverage Per Sprinkler 130.00ft2 Nbmber Of Sprinklers Cakulaled 19 System Pressure Demand 102.11 System Flow Demand 428.96 Total Demand 678.96 @ 102.11 Pressure Result +20.86 (17.0%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 4000.00 250.00 127.00 20.00 KS2378_Revision00_(EdgeConneX Sprinkler Plan) 24x3 Water Supply at Node 1 (4000.00, 0.00, 127.00, 20.00) ecn Pressure, psi p N 8 n 8 FA O 01 C IIWIIIIilmninili lllllllIlllllltIIIllllllnilinininhullltttl Static Pressure 127.00 IU 28.96 @ 10211 678.96 with hose streams \ i P System demand curve , , ---,—•... }f 4 i 1 f ,II•.00@20.00 M11111111111111 1111 111111111 IIII 11111 111111111 111111111 V No24003200 4000 4800 5600 6400 7200 8000 Water flow, gpm ©M.E.P.CAD, Inc. 411 AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:46:51AM Page 1 €1a Hydraulic Graph Job Number: KS2378 - EDGE CONNEX Report Descripti Water Supply at Node 1 150 135 120 tatic Pressure 127.00 105 -428.96 90 .78.96 V 10211 with hose streams .N a 75 P to N w a 60 45 System demand curve 30 - 15 .00@20.00 0 7tlI-Iluuul 111/11111 II (I I III I I I I I I I I I I 1 1 1 1 1 1 1 1 II (((I I I I I I((( ( I(( 1 1 1 1 1 1 1 II I I I I( I( I I [ 1600 2400 3200 4000 4800 5600- 6400 7200 8000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static. Pressure 127.00 Residual: Pressure 20.00 @ 4000.00 Available Pressure at Time of Test 122.98 @ 678.96 System Demand 102.11 @ 428.96 System Demand (including Hose Allowance at Source) 102.11 @ 678.96 ©M.E.P.CAD, Inc. 115 AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:46:53AM Page 2 R !Summary Of Outflowing Devices ` Job Number: KS2378 - EDGE CONNEX Report Description: DATA HALL Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 101 30.11 19.50 5.6 28.92 Sprinkler 102 19.89 19.50 5.6 12.61 Sprinkler 103 19.89 19.50 5.6 12.61 Sprinkler 104 20.52 19.50 5.6 13.42 Sprinkler 105 22.14 19.50 5.6 15.63 Sprinkler 106 24.78 19.50 5.6 19.58 Sprinkler 107 26.78 19.50 5.6 22.87 Sprinkler 108 19.66 19.50 5.6 12.32 Sprinkler 109 20.28 19.50 5.6 13.12 Sprinkler 110 21.89 19.50 5.6 15.27 Sprinkler 111 19.66 19.50 5.6 12.33 Sprinkler 112 24.50 19.50 5.6 19.14 Sprinkler 113 26.48 19.50 5.6 22.36 Sprinkler 114 20.14 19.50 5.6 12.94 Sprinkler 115 21.77 19.50 5.6 15.11 y' Sprinkler 116 19.50 19.50 5.6 12.13 Sprinkler 117 20.20 19.50 5.6 13.01 Sprinkler 118 24.40 19.50 5.6 18.98 Sprinkler 119 26.39 19.50 5.6 22.20 b Most Demanding Sprinkler Data © M.E.P.CAD, Inc. till AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:55AM Page 3 111 Hydraulic Analysis \ Job Number: KS2378 - EDGE CONNEX Report Descrip ion: DATA HALL Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings v Route 1 BL 1.0490 19.50 7.24 100 0.173991 9-71/2 Pf 8.98 116 14-6 19.50 5.6 12.13 Sprinkler 42-0 Pe -3.93 28 23-7 17.18 2E(1-5), T(3-7), PO(3-7), fd(32-0) 51-7Y2 Pv BL 1.3800 39.70 8.52 100 0.170488 8-0 Pf 1.36 28 23-7 20.20 17.18 Flow (q) from Route 7 Pe 29 23-7 18.54 8-0 Pv BL 1.3800 59.84 12.84 100 0.364231 10-0 Pf 3.64 29 23-7 20.14 18.54 Flow (q) from Route 6 Pe 34 23-7 22.19 10-0 Pv BL 1.3800 81.61 17.50 100 0.646573 10-0 Pf 6.47 34 23-7 21.77 22.19 Flow (q) from Route 10 Pe 31 23-7 28.65 10-0 Pv BL 1.3800 106.00 22.74 100 1.049012 1-9 Pf 6.34 31 23-7 24.40 28.65 Flow (q) from Route 13 4-3% Pe 27 23-7 34.99 T(4 -3V2) 6-0Y2 Pv RN 1.3800 132.39 28.40 100 1.582597 1-0 Pf 8.35 27 23-7 26.39 34.99 Flow (q) from Route 16 4-3'/2 Pe 0.43 35 22-7 43.78 PO(4-3'%) 5-31/2 Pv CM 3.2600 132.39 5.09 100 0.024055 11-4 Pf 0.27 35 22-7 43.78 Pe 24 22-7 44.05 11-4 Pv CM 3.2600 264.86 10.18 100 0.086767 12-0 Pf 1.04 24 22-7 132.47 44.05 Flow (q) from Route 2 Pe 16 22-7 45.09 12-0 Pv CM 3.2600 398.85 15.33 100 0.185039 12-0 Pf 2.22 16 22-7 133.99 45.09 Flow (q) from Route 4 Pe 8 22-7 47.31 12-0 Pv CM 3.2600 428.96 16.49 100 0.211713 4-3 Pf 0.90 8 22-7 30.11 47.31 Flow (q) from Route 19 Pe 372 22-7 48.22 4-3 Pv CM 3.2600 428.96 16.49 100 0.211713 115-8 Pf 37.85 372 22-7 48.22 63-1% Pe 8.74 6 2-5 94.81 4fE(5-0), 2BV(9-7), DPV(9-7), PO(14-41/2) 178-9'/2 Pv FM 4.2600 428.96 9.66 120 0.041059 46-71/2 Pf 2.85 6 2-5 94.81 22-912 Pe -9.13 5 23-5'/z 88.52 fE(6-91/2), fT(16-0) 69-5/2 Pv CM 8.2490 428.96 2.58 120 0.001643 6-9Y2 Pf 0.08 5 23-5Y2 88.52 mecT(41-1'/z) 41-1% Pe 248 23-5'/z 88.60 47-11 Pv CM 8.2490 428.96 2.58 120 0.001643 21-41/2 Pf 0.04 248 23-51/2 88.60 Pe 4 23-5% 88.64 21-4'/2 Pv FM 8.2490 428.96 2.58 120 0.001643 375-0 Pf 1.07 4 23-51/2 88.64 277-2 Pe 9.32 3 23-5'/2 99.03 8E(21 -1V2), CV(52-10), BV(14-1), ALV(41-11/2), BFP, f 652-2 Pv UG 8.3900 428.96 2.49 140 0.001138 100-0 Pf 0.23 3 23-5'/2 99.03 98-5 Pe 2.60 2 23-51/2 101.86 3E(30-61/2), GV(6-9%2) 198-5 Pv UG 12.4600 428.96 1.13 140 0.000166 1300-0 Pf 0.26 2 23-51/2 101.86 249-0 Pe 1 23-51/2 102.11 3E(44-3), CV(106-6), GV(9-10), S 1549-0 Pv 250.00 Hose Allowance At Source 1 678.96 GI Route 2 BL 1.0490 19.66 7.30 100 0.176614 9-8 Pf 9.12 108 14-6 19.66 5.6 12.32 Sprinkler 42-0 Pe -3.93 20 23-7 17.51 2E(1-5), T(3-7), PO(3-7), fd(32-0) 51-71/2 Pv BL 1.3800 39.32 8.43 100 0.167477 8-0 Pf 1.34 20 23-7 19.66 17.51 Flow (q) from Route 3 Pe 19 23-7 18.85 8-0 Pv BL 1.3800 59.60 12.78 100 0.361555 10-0 Pf 3.62 19 23-7 20.28 18.85 Flow (q) from Route 8 Pe 23 23-7 22.47 10-0 Pv BL 1.3800 81.49 17.48 100 0.644861 10-0 Pf 6.45 23 23-7 21.89 22.47 Flow (q) from Route 11 Pe 22 23-7 28.92 10-0 Pv �h © M.E.P.CAD, Inc. 415 AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:57AM Page 4 doll, Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: DATA HALL Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.3800 105.99 22.74 100 1.048746 1-9 4-3Yz 6-0'/z Pf Pe Pv 6.34 22 18 23-7 23-7 24.50 28.92 35.26 Flow (q) from Route 14 T(4-3%) RN 1.3800 132.47 28.41 100 1.584314 1-0 4-3% 5-3% Pf Pe Pv 8.36 0.43 18 24 23-7 22-7 26.48 35.26 44.05 Flow (q) from Route 17 PO(4-3'/z) as Route 3 BL 1.0490 19.66 7.30 100 0.176662 9-8 39-10 49-6 Pf Pe Pv 8.74 -3.93 111 21 14-6 23-7 19.66 5.6 12.33 17.14 Sprinkler 3E(1-5), T(3-7), fd(32-0) BL 1.3800 19.66 4.22 100 0.046463 8-0 8-0 Pf Pe Pv 0.37 21 20 23-7 23-7 17.14 17.51 GI Route 4 BL 1.0490 19.89 7.38 100 0.180411 9-8 42-0 51-71/2 Pf Pe Pv 9.31 -3.93 103 12 14-6 23-7 19.89 5.6 12.61 18.00 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) BL 1.3800 39.77 8.53 100 0.171078 8-0 8-0 Pf Pe Pv 1.37 12 11 23-7 23-7 19.89 18.00 19.36 Flow (q) from Route 5 BL 1.3800 60.29 12.93 100 0.369323 10-0 10-0 Pf Pe Pv 3.69 11 15 23-7 23-7 20.52 19.36 23.06 Flow (q) from Route 9 BL 1.3800 82.43 17.68 100 0.658686 10-0 10-0 Pf Pe Pv 6.59 15 14 23-7 23-7 22.14 23.06 29.64 Flow (q) from Route 12 BL 1.3800 107.21 23.00 100 1.071157 1-9 4-3Yz 6-0% Pf Pe Pv 6.48 14 10 23-7 23-7 24.78 29.64 36.12 Flow (q) from Route 15 T(4-3%) RN 1.3800 133.99 28.74 100 1.618066 1-0 4-3% 5-3% Pf Pe Pv 8.54 0.43 10 16 23-7 22-7 26.78 36.12 45.09 Flow (q) from Route 18 PO(4-31/2) Gib Route 5 BL 1.0490 19.89 7.38 100 0.180461 9-8 39-10 49-6 Pf Pe Pv 8.93 -3.93 102 13 14-6 23-7 19.89 5.6 12.61 17.62 Sprinkler 3E(1-5), T(3-7), fd(32-0) BL 1.3800 19.89 4.27 100 0.047462 8-0 8-0 Pf Pe Pv 0.38 13 12 23-7 23-7 17.62 18.00 GI Route 6 BL 1.0490 20.14 7.48 100 0.184717 9-8 42-0 51-7Yz Pf Pe Pv 9.54 -3.93 114 29 14-6 23-7 20.14 5.6 12.94 18.54 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GI Route 7 BL 1.0490 20.20 7.50 100 0.185725 9-8 31-10 41-6 Pf Pe Pv 7.71 -3.93 117 33 14-6 23-7 20.20 5.6 13.01 16.79 Sprinkler 3E(1-5), T(3-7), fd(24-0) BL 1.3800 20.20 4.33 100 0.048847 8-0 8-0 Pf Pe Pv 0.39 33 28 23-7 23-7 16.79 17.18 GI Route 8 BL 1.0490 20.28 7.53 100 0.187143 9-8 42-0 51-7'/z Pf Pe Pv 9.66 -3.93 109 19 14-6 23-7 20.28 5.6 13.12 18.85 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GI Route 9 BL 1.0490 20.52 7.62 100 0.191157 9-8 42-0 51-7'/z Pf Pe Pv 9.87 -3.93 104 11 14-6 23-7 20.52 5.6 13.42 19.36 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) Gib Route 10 BL 1.0490 21.77 8.08 100 0.213220 9-8 42-0 51-7'/z Pf Pe Pv 11.01 -3.93 115 34 14-6 23-7 21.77 5.6 15.11 22.19 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) o Route 11 BL 1.0490 21.89 8.12 100 0.215421 9-8 42-0 51-71/2 Pf Pe Pv 11.12 -3.93 110 23 14-6 23-7 21.89 5.6 15.27 22.47 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GI Route 12 BL 1.0490 22.14 8.22 100 0.220013 9-8 42-0 51-7'/z Pf Pe Pv 11.36 -3.93 105 15 14-6 23-7 22.14 5.6 15.63 23.06 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GI Route 13 ©M.E.P.CAD, Inc. AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:57AM Page 5 i14ll...HydraulicAnalysis Job Number: KS2378 - EDGE CONNEX Report Descrip ion: DATA HALL Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.0490 24.40 9.06 100 0.263380 9-8 42-0 51-7'/z Pf Pe Pv 13.60 -3.93 118 31 14-6 23-7 24.40 5.6 18.98 28.65 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GI Route 14 BL 1.0490 24.50 9.10 100 0.265426 9-8 42-0 51-71/2 Pf Pe Pv 13.70 -3.93 112 22 14-6 23-7 24.50 5.6 19.14 28.92 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) GO Route 15 BL 1.0490 24.78 9.20 100 0.271038 9-8 42-0 51-7Yz Pf Pe Pv 13.99 -3.93 106 14 14-6 23-7 24.78 5.6 19.58 29.64 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) v Route 16 BL 1.0490 26.39 9.80 100 0.304460 9-8 42-0 51-7Yz Pf Pe Pv 15.72 -3.93 119 36 14-6 23-7 26.39 5.6 22.20 33.99 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) BL 1.3800 26.39 5.66 100 0.080075 8-3 4-31/2 12-6 Pf Pe Pv 1.00 36 27 23-7 23-7 33.99 34.99 T(4-31/2) ill Route 17 BL 1.0490 26.48 9.83 100 0.306430 9-8 42-0 51-71/2 Pf Pe Pv 15.82 -3.93 113 25 14-6 23-7 26.48 5.6 22.36 34.25 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) BL 1.3800 26.48 5.68 100 0.080593 8-3 4-31/2 12-6 Pf Pe Pv 1.01 25 18 23-7 23-7 34.25 35.26 T(4-31/2) o Route 18 BL 1.0490 26.78 9.94 100 0.312877 9-8 42-0 51-7Yz Pf Pe Pv 16.15 -3.93 107 17 14-6 23-7 26.78 5.6 22.87 35.09 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) BL 1.3800 26.78 5.74 100 0.082289 8-3 4-31/2 12-6 Pf Pe Pv 1.03 17 10 23-7 23-7 35.09 36.12 T(4-3%) v Route 19 BL 1.0490 30.11 11.18 100 0.388782 9-8 42-0 51-71/2 Pf Pe Pv 20.07 -3.93 101 9 14-6 23-7 30.11 5.6 28.92 45.06 Sprinkler 2E(1-5), T(3-7), PO(3-7), fd(32-0) BL 1.3800 30.11 6.46 100 0.102252 8-3 4-31/2 12-6 Pf Pe Pv 1.28 9 7 23-7 23-7 45.06 46.34 T(4-31/2) RN 1.3800 30.11 6.46 100 0.102252 1-0 4-3% 5-3'/z Pf Pe Pv 0.54 0.43 7 8 23-7 22-7 46.34 47.31 PO(4-31/2) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ■ C Value Multiplier Y a Actual Inside Diameter \ 4 87 =Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter J ©M.E.P.CAD, Inc. fly AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:46:57AM Page 6 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: DATA HALL Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeiV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/a° Elbow 22'% Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. 4Sii AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:57AM Page 7 Hydraulic Overview Job Number: KS2378 - EDGE CONNEX Report Description: ELECTRICAL ROOM Job Job Number KS2378 Design Engineer RYNE FAKKEMA Job Name: EDGE CONNEX Phone 360.672.5213 FAX 425.881.3030 Address 1 3425 SOUTH 116TH STREET Slate Certification/License Number WESTESF136QF Address 2 TUKWILA, WA 98168 AHJ CITY OF TUKWILA Address 3 Job Site/Building System Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 2004.21ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.13 Hose Streams 250.00 Coverage Per Sprinkler 130.00ft2 Number Of Spnnklers Calculated 19 System Pressure Demand 81.47 System Flow Demand 429.12 Total Demand 679.12 @ 81.47 Pressure Result +41.50 (33.7%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpm) Static(psil Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 4000.00 250.00 127.00 20.00 KS2378_Revision00_(EdgeConneX Sprinkler Plan) 24x3 Water Supply at Node 1 (4000.00, 0.00, 127.00, 20.00) a Pressure, psi cn 8 & o Z31 8 8 8 8 Static Pressure 127.00 `29.12@81.47 -679.12 rt with hose streams \ �����y,y i 1 . — — —' r .T_ _�_ System demand curve 11 ll 160.00 @ 20.00 [11111111111111 111111111 111 1111 1I 1111111 111111111 111111111 I I I I I I I I I V 133 24003200 4800 5600 6400 7200 8000 Water flow, gpm j © M.E.P.CAD, Inc. 4 Iy AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:06AM Page 1 111 Hydraulic Graph Job Number: KS2378 - EDGE CONNEX Report Description: ELECTRICAL ROOM Water Supply at Node 1 150 135 tatic Pressure 127.00 120 105 90 .a 429.12 .79.12 @ 81.4; with hose streams J75 60 45 30 System demand curve - .00 @ 20.00 15 0 b1.111111111111111111 ilium1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 %00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.00 Residual: Pressure 20.00 @ 4000.00 Available Pressure at Time of Test 122.98 @ 679.12 System Demand 81.47 @ 429.12 System Demand (Including Hose Allowance at Source) 81.47 @ 679.12 © M.E.P.CAD, Inc. AutoSPRINKO VR10 v10.0.59.0 4/16/2014 9:46:07AM Page 2 il1Summary Of Outflowing DevicesJob Number: KS2378 -EDGE CONNEX Report Description: ELECTRICAL ROOM Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 201 28.07 19.50 5.6 25.13 Sprinkler 202 29.35 19.50 5.6 27.47 Sprinkler 203 25.72 19.50 5.6 21.09 Sprinkler 204 26.90 19.50 5.6 23.08 Sprinkler 205 21.87 19.50 5.6 15.25 Sprinkler 206 22.92 19.50 5.6 16.75 Sprinkler 207 21.66 19.50 5.6 14.97 Sprinkler 208 21.70 19.50 5.6 15.02 Sprinkler 209 23.47 19.50 5.6 17.56 Sprinkler 210 20.75 19.50 5.6 13.73 Sprinkler 211 22.45 19.50 5.6 16.07 Sprinkler 212 20.11 19.50 5.6 12.89 Sprinkler 213 21.76 19.50 5.6 15.10 Sprinkler 214 19.72 19.50 5.6 12.41 Sprinkler 215 21.35 19.50 5.6 14.54 Sprinkler 216 19.54 19.50 5.6 12.18 Sprinkler 217 21.16 19.50 5.6 14.28 b Sprinkler 218 19.50 19.50 5.6 12.13 Sprinkler 219 21.11 19.50 5.6 14.21 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. !�g AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:46:08AM Page 3 0lit11 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: ELECTRICAL ROOM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings o Route 1 BL 1.0490 19.50 7.24 100 0.173991 12-0 Pf 2.09 218 24-7 19.50 5.6 12.13 Sprinkler Pe 219 24-7 14.21 12-0 Pv BL 1.3800 40.61 8.71 100 0.177804 0-101/2 Pf 0.54 219 24-7 21.11 5.6 14.21 Sprinkler 2-11/2 Pe 57 24-7 14.75 E(2-11/2) 3-0 Pv RN 1.3800 40.61 8.71 100 0.177804 1-0 Pf 0.94 57 24-7 14.75 4-31/2 Pe 0.43 58 23-7 16.12 PO(4-31/2) 5-3'/2 Pv CM 2.6350 40.61 2.39 100 0.007620 9-0 Pf 0.07 58 23-7 16.12 Pe 56 23-7 16.19 9-0 Pv CM 2.6350 81.31 4.78 100 0.027526 10-6 Pf 0.29 56 23-7 40.70 16.19 Flow (q) from Route 2 Pe 53 23-7 16.48 10-6 Pv CM 2.6350 122.39 7.20 100 0.058652 10-6 Pf 0.62 53 23-7 41.08 16.48 Flow (q) from Route 3 Pe 52 23-7 17.10 10-6 Pv CM 2.6350 164.26 9.66 100 0.101082 10-6 Pf 1.06 52 23-7 41.87 17.10 Flow (q) from Route 4 Pe 49 23-7 18.16 10-6 Pv CM 2.6350 207.46 12.21 100 0.155689 10-6 Pf 1.63 49 23-7 43.20 18.16 Flow (q) from Route 5 Pe 48 23-7 19.79 10-6 Pv CM 2.6350 252.63 14.86 100 0.224143 9-6 Pf 2.13 48 23-7 45.17 19.79 Flow (q) from Route 7 Pe 46 23-7 21.92 9-6 Pv CM 2.6350 319.08 18.77 100 0.345264 11-6 Pf 3.97 46 23-7 66.45 21.92 Flow (q) from Route 6 Pe 42 23-7 25.89 11-6 Pv CM 2.6350 371.70 21.87 100 0.457923 10-6 Pf 4.81 42 23-7 52.62 25.89 Flow (q) from Route 10 Pe 40 23-7 30.70 10-6 Pv CM 2.6350 429.12 25.25 100 0.597328 21-3 Pf 20.82 40 23-7 30.70 13-7 Pe 37 23-7 51.52 2fE(4-3'/2), fE(5-0) 34-101/2 Pv CM 3.2600 429.12 16.49 100 0.211858 19-10'/2 Pf 13.35 37 23-7 51.52 43-1'/2 Pe 9.17 38 2-5 74.04 2BV(9-7), DPV(9-7), PO(14-41/2) 63-0 Pv FM 4.2600 429.12 9.66 120 0.041087 49-71/2 Pf 2.98 38 2-5 74.04 22-9'/2 Pe -9.13 5 23-51/2 67.88 fE(6-9Y), fT(16-0) 72-5'/2 Pv CM 8.2490 429.12 2.58 120 0.001645 6-91/2 Pf 0.08 5 23-5Y 67.88 mecT(41-11/2) 41-1'/2 Pe 248 23-5% 67.96 47-11 Pv CM 8.2490 429.12 2.58 120 0.001645 21-41/ Pf 0.04 248 23-5% 67.96 Pe 4 23-5% 68.00 21-4'/2 Pv FM 8.2490 429.12 2.58 120 0.001645 375-0 Pf 1.07 4 23-5% 68.00 277-2 Pe 9.32 3 23-5% 78.39 8E(21-1'/2), CV(52-10), BV(14-1), ALV(41-1'/2), BFP, f 652-2 Pv UG 8.3900 429.12 2.49 140 0.001139 100-0 Pf 0.23 3 23-5% 78.39 98-5 Pe 2.60 2 23-51/2 81.22 3E(30-6V2), GV(6-9'/2) 198-5 Pv UG 12.4600 429.12 1.13 140 0.000166 1300-0 Pf 0.26 2 23-5V2 81.22 249-0 Pe 1 23-5'/2 81.47 3E(44-3), CV(106-6), GV(9-10), S 1549-0 Pv 250.00 Hose Allowance At Source 1 679.12 v Route 2 BL 1.0490 19.54 7.25 100 0.174707 12-0 Pf 2.10 216 24-7 19.54 5.6 12.18 Sprinkler Pe 217 24-7 14.28 12-0 Pv BL 1.3800 40.70 8.73 100 0.178532 0-10'/2 Pf 0.54 217 24-7 21.16 5.6 14.28 Sprinkler 2-1'/ Pe 55 24-7 14.81 E(2-11/2) 3-0 Pv RN 1.3800 40.70 8.73 100 0.178532 1-0 Pf 0.94 55 24-7 14.81 4-31/2 Pe 0.43 56 23-7 16.19 PO(4-3V2) 5-31/2 Pv �+y©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:46:10AM Page 4 111 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: ELECTRICAL ROOM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GI Route 3 BL 1.0490 19.72 7.32 100 0.177722 . 12-0 Pf 2.13 214 24-7 19.72 5.6 12.41 Sprinkler Pe 215 24-7 14.54 12-0 Pv BL 1.3800 41.08 8.81 100 0.181596 0-10'/z Pf 0.55 215 24-7 21.35 5.6 14.54 Sprinkler 2-1V2 Pe 54 24-7 15.09 E(2-11/2) 3-0 Pv RN 1.3800 41.08 8.81 100 0.181596 1-0 Pf 0.96 54 24-7 15.09 4-31/2 Pe 0.43 53 23-7 16.48 PO(4-312) 5-31/2 Pv GI Route 4 BL 1.0490 20.11 7.46 100 0.184137 12-0 Pf 2.21 212 24-7 20.11 5.6 12.89 Sprinkler Pe 213 24-7 15.10 12-0 Pv BL 1.3800 41.87 8.98 100 0.188112 0-101/2 Pf 0.57 213 24-7 21.76 5.6 15.10 Sprinkler 2-1Y2 Pe 51 24-7 15.67 E(2-11/2) 3-0 Pv RN 1.3800 41.87 8.98 100 0.188112 1-0 Pf 0.99 51 24-7 15.67 4-31/2 Pe 0.43 52 23-7 17.10 PO(4-31/2) 5-3'/2 Pv v Route 5 BL 1.0490 20.75 7.70 100 0.195159 12-0 Pf 2.34 210 24-7 20.75 5.6 13.73 Sprinkler Pe 211 24-7 16.07 12-0 Pv BL 1.3800 43.20 9.27 100 0.199306 0-101/2 Pf 0.60 211 24-7 22.45 5.6 16.07 Sprinkler 2-11/2 Pe 50 24-7 16.67 E(2-11/2) 3-0 Pv RN 1.3800 43.20 9.27 100 0.199306 1-0 Pf 1.05 50 24-7 16.67 4-3V2 Pe 0.43 49 23-7 18.16 PO(4-31/2) 5-31/2 Pv o Route 6 BL 1.0490 21.66 8.04 100 0.211399 6-0 Pf 1.27 207 24-7 21.66 5.6 14.97 Sprinkler Pe 44 24-7 16.24 6-0 Pv BL 1.3800 43.54 9.34 100 0.202203 7-10 Pf 1.58 44 24-7 21.87 16.24 Flow (q) from Route 8 Pe 45 24-7 17.82 7-10 Pv BL 1.3800 66.45 14.25 100 0.442164 0-101/2 Pf 1.33 45 24-7 17.82 2-11/z Pe 43 24-7 19.15 E(2 -1'A) 3-0 Pv RN 1.3800 66.45 14.25 100 0.442164 1-0 Pf 2.33 43 24-7 19.15 4-31/2 Pe 0.43 46 23-7 21.92 PO(4-3Y2) 5-3% Pv Gill Route 7 BL 1.0490 21.70 8.06 100 0.212059 12-0 Pf 2.54 208 24-7 21.70 5.6 15.02 Sprinkler Pe 209 24-7 17.56 12-0 Pv BL 1.3800 45.17 9.69 100 0.216464 0-101/2 Pf 0.65 209 24-7 23.47 5.6 17.56 Sprinkler 2-11/2 Pe 47 24-7 18.22 E(2-1'/2) 3-0 Pv RN 1.3800 45.17 9.69 100 0.216464 1-0 Pf 1.14 47 24-7 18.22 4-3% Pe 0.43 48 23-7 19.79 PO(4-3'%) 5-3'/2 Pv v Route 8 BL 1.0490 21.87 8.12 100 0.215137 1-0 Pf 0.98 205 24-7 21.87 5.6 15.25 Sprinkler 3-7 Pe 44 24-7 16.24 T(3-7) 4-7 Pv lib Route 9 BL 1.0490 22.92 8.51 100 0.234575 1-0 Pf 1.07 206 24-7 22.92 5.6 16.75 Sprinkler 3-7 Pe 45 24-7 17.82 T(3-7) 4-7 Pv ei Route 10 BL 1.0490 25.72 9.55 100 0.290346 6-10 Pf 1.98 203 24-7 25.72 5.6 21.09 Sprinkler Pe 204 24-7 23.08 6-10 Pv BL 1.3800 52.62 11.29 100 0.287109 0-10% Pf 0.87 204 24-7 26.90 5.6 23.08 Sprinkler 2-11/2 Pe 41 24-7 23.94 E(2-11/2) 3-0 Pv RN 1.3800 52.62 11.29 100 0.287109 1-0 Pf 1.52 41 24-7 23.94 4-3'/2 Pe 0.43 42 23-7 25.89 PO(4-3'/2) 5-3''/ Pv GIP Route 11 �J © M.E.P.CAD, Inc. AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:10AM Page 5 © M.E.P.CAD, Inc. AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:10AM Page 6 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: ELECTRICAL ROOM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.0490 28.07 10.42 100 0.341457 6-10 6-10 Pf 2.33 Pe Pv 201 24-7 28.07 5.6 25.13 Sprinkler 202 24-7 27.47 BL 1.3800 57.42 12.32 100 0.337471 0-10'/2 2-11/2 3-0 Pf 1.02 Pe Pv 202 24-7 29.35 5.6 27.47 Sprinkler 39 24-7 28.48 E(2-1%) RN 1.3800 57.42 12.32 100 0.337471 1-0 4-31/2 5-31/2 Pf 1.78 Pe 0.43 Pv 39 24-7 28.48 40 23-7 30.70 PO(4-3Y:) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value MultiplierII 487 Actual Inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor 1 Pipe Type Legend 1 Units Legend Fittings Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11''A° Elbow Ee2 22% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange F.N Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:46:10AM Page 6 gas Hydraulic Overview Job Number: KS2378 - EDGE CONNEX Report Description: WET SYSTEM Job Job Number KS2378 Design Engineer RYNE FAKKEMA Job Name: EDGE CONNEX Phone I FAX 360.672.5213 1 425.881.3030 Address 1 3425 SOUTH 116TH STREET State Certification/License Number WESTESF136QF Address 2 TUKWILA, WA 98168 AHJ CITY OF TUKWILA Address 3 Job SiteBullding System Density 0.15gpm/ft2 Area of Application 1500.00ft2 (Actual 1519.94ft2) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.13 Hose Streams 250.00 Coverage Per Sprinkler 130.00ft2 Number Of Sprinklers Calculated 15 System Pressure Demand 99.07 System Flow Demand 346.27 Total Demand 596.27 @ 99.07 Pressure Result +24.77 (20.0%) Supplies Check Point Gauges Node Name Flow(gpm). Hose Flow(gpm) Static(psil Residual(psi) Identifier Pressure(psil K-Factor(K) Flow(gpm) 1 Water Supply 4000.00 250.00 127.00 20.00 KS2378_Revision00_(EdgeConneX Sprinkler Plan) 24x3 Water Supply at Node 1 (4000.00, 0.00, 127.00, 20.00) 1 Gl1 Pressure,�psit W p p (JI W O N O CJI O ( IIIIIIIIIIIIIIIIIIIIIIII1111IIII11111111'11llIIIIIIIIIIIII IIIIIIIIIII IIII II IIIIIIIIIIIIIIIIIIIIIIIII Static Pressure 127.00 N 346.27 @ 99.07 0 1 596.27 with hose streams 1\ — System demand curve r i1I III ` I -- L111111 .00 @ 20.00 111111111 111111111 111 1111 111111 111 IIIIII 111 111111111 111111111 u •1. •. '.'40032 4000 4800 5600 6400 7200 8000 Water flow, gpm �lyy ©M.E.P.CAD, Inc. ny AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:47:42AM Page 1 111 Hydraulic Graph Job Number: KS2378 - EDGE CONNEX Report Description: WET SYSTEM Water Supply at Node 1 1 Afl Pressure, psi 11 0 c~ii c4i cwii 1111111111111111111111111111111111111111111111111111111111111111 111111 Static Pressure 127.00 346.27 .27 • 596.27 C 99.07 with hose streams System demand curve WLIIII11II1 .00 @ 20.00 ILI I I 111 I 111111111 111111111 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 11 I v 9300 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.00 , Residual: Pressure 20.00 @ 4000.00 Available Pressure at Time of Test 123.84 @ 596.27 System Demand 99.07 @ 346.27 System Demand (Including Hose Allowance at source) 99.07 @ 596.27 (+y ©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:47:44AM Page 2 1111 Summary Of Outflowing Devices ` Job Number: KS2378 - EDGE CONNEX Report Description: WET SYSTEM Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 301 23.60 19.50 5.6 17.76 Sprinkler 302 24.95 19.50 5.6 19.85 Sprinkler 303 23.29 19.50 5.6 17.29 Sprinkler 304 27.78 19.50 5.6 24.61 Sprinkler 305 22.10 19.50 5.6 15.58 b Sprinkler 306 19.50 19.50 5.6 12.13 Sprinkler 307 26.65 19.50 5.6 22.65 Sprinkler 308 22.41 19.50 5.6 16.01 Sprinkler 309 23.92 19.50 5.6 18.25 Sprinkler 310 20.69 19.50 5.6 13.65 Sprinkler 311 22.03 19.50 5.6 15.47 Sprinkler 312 20.02 19.50 5.6 12.78 Sprinkler 313 23.37 19.50 5.6 17.42 Sprinkler 314 26.18 19.50 5.6 21.86 Sprinkler 315 19.78 19.50 5.6 12.48 b Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:47:45AM Page 3 111 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX report uescripnon: WE 1 SYSTEM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary v Route 1 AO 1.0490 19.50 7.24 120 0.124177 306 23-5% 19.50 5.6 12.13 Sprinkler 75 23-51/2 12.44 E(2-0) 0-6 2-0 2-6 Pf 0.31 Pe Pv BL 1.0490 19.50 7.24 120 0.124177 12-0 75 23-5'/2 12.44 73 23-51/2 14.55 T(5-0) 5-0 17-0 Pf 2.11 Pe Pv BL 1.6100 79.99 12.61 120 0.209917 73 23-5/ 60.49 14.55 Flow (q) from Route 2 68 23-51/2 16.44 9-0 9-0 Pf 1.89 Pe Pv BL 1.6100 102.09 16.09 120 0.329647 68 23-51/2 22.10 16.44 Flow (q) from Route 6 65 23-5'/ 19.40 PO(8-0) 1-0 8-0 9-0 Pf 2.97 Pe Pv CM 2.1570 102.09 8.96 120 0.079331 65 23-5% 19.40 61 23-5'/ 20.24 10-6 10-6 Pf 0.83 Pe Pv CM 2.1570 125.69 11.04 120 0.116555 61 23-5/ 23.60 20.24 Flow (q) from Route 10 60 23-51/2 20.53 2-6 2-6 Pf 0.29 Pe Pv CM 2.1570 193.41 16.98 120 0.258697 60 23-5/ 67.72 20.53 Flow (q) from Route 5 63 23-5% 23.50 11-6 11-6 Pf 2.98 Pe Pv CM 2.1570 265.65 23.32 120 0.465350 63 23-51/2 72.24 23.50 Flow (q) from Route 9 62 23-5'/ 29.09 12-0 12-0 Pf 5.58 Pe Pv CM 2.1570 346.27 30.40 120 0.759826 62 23-5Y: 29.09 66 23-5'/ 35.92 9-0 9-0 Pf 6.84 Pe Pv FM 2.6350 346.27 20.37 120 0.286657 66 23-51/2 35.92 59 23-51/2 85.37 2fE(4-3%) 163-11 8-7 172-6 Pf 49.45 Pe Pv FM 4.2600 346.27 7.79 120 0.027627 59 23-5Y2 85.37 5 23-5'/ 86.02 23-7 23-7 Pf 0.65 Pe Pv CM 8.2490 346.27 2.08 120 0.001106 5 23-5'/ 86.02 mecT(41-11/2) 248 23-5/ 86.08 6-9/ 41-11/2 47-11 Pf 0.05 Pe Pv CM 8.2490 346.27 2.08 120 0.001106 248 23-5'/ 86.08 4 23-51/2 86.10 21-4V 21-41/2 Pf 0.02 Pe Pv FM 8.2490 346.27 2.08 120 0.001106 375-0 4 23-51/2 86.10 3 23-51/2 96.14 8E(21-1'/), CV(52-10), BV(14-1), ALV(41-1'/), BFP, f 277-2 652-2 Pf 0.72 Pe 9.32 Pv UG 8.3900 346.27 2.01 140 0.000766 3 23-51/2 96.14 2 23-51/2 98.90 3E(30 -6V), GV(6-9'/) 100-0 98-5 198-5 Pf 0.15 Pe 2.60 Pv UG 12.4600 346.27 0.91 140 0.000112 2 23-5V 98.90 1 23-51/2 99.07 3E(44-3), CV(106-6), GV(9-10), S 1300-0 249-0 1549-0 Pf 0.17 Pe Pv 250.00 Hose Allowance At Source 1 596.27 ai Route 2 BL 1.0490 19.78 7.34 120 0.127507 315 23-51/2 19.78 5.6 12.48 Sprinkler 81 23-51/2 13.16 5-4 5-4 Pf 0.68 Pe Pv BL 1.3800 19.78 4.24 120 0.033535 81 23-5'/ 13.16 82 23-51/2 13.50 E(3-0) 7-2 3-0 10-2 Pf 0.34 Pe Pv BL 1.3800 39.80 8.54 120 0.122248 82 23-5/ 20.02 13.50 Flow (q) from Route 3 74 23-51/2 14.41 ' 7-6 7-6 Pf 0.92 Pe Pv BL 1.3800 60.49 12.98 120 0.265206 74 23-51/2 20.69 14.41 Flow (q) from Route 4 73 23-5% 14.55 0-6 0-6 Pf 0.13 Pe Pv v Route 3 AO 1.0490 20.02 7.43 120 0.130369 312 23-51/2 20.02 5.6 12.78 Sprinkler 82 23-5/ 13.50 T(5-0) 0-6 5-0 5-6 Pf 0.72 Pe Pv o Route 4 di nRA CDrAn i..,. ;��rlutoorrINI eJ Vr1U v1U.0.59. 4/16/2014 9:47:47AM Page 4 Gi {1 Hydraulic Analysis Job Number: KS2378 - EDGE CONNEX Report Description: WET SYSTEM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings AO 1.0490 20.69 7.68 120 0.138574 0-6 Pf 0.76 310 23-5% 20.69 5.6 13.65 Sprinkler 5-0 Pe 74 23-5V2 14.41 T(5-0) 5-6 Pv o Route 5 AO 1.0490 22.03 8.18 120 0.155553 0-6 Pf 0.39 311 23-51/2 22.03 5.6 15.47 Sprinkler 2-0 Pe 80 23-5% 15.86 E(2-0) 2-6 Pv BL 1.0490 22.03 8.18 120 0.155553 5-9'/2 Pf 0.90 80 23-5'/ 15.86 Pe 76 23-5'/2 16.76 5-9'/2 Pv BL 1.3800 22.03 4.72 120 0.040911 3-2'/2 Pf 0.13 76 23-5Y2 16.76 Pe 71 23-5% 16.89 3-2'/2 Pv BL 1.3800 44.43 9.53 120 0.149851 9-0 Pf 1.35 71 23-5% 22.41 16.89 Flow (q) from Route 7 Pe 69 23-51/2 18.24 9-0 Pv BL 1.3800 67.72 14.53 120 0.326766 1-0 Pf 2.29 69 23-5% 23.29 18.24 Flow (q) from Route 8 6-0 Pe 60 23-5% 20.53 PO(6-0) 7-0 Pv Route 6 AO 1.0490 22.10 8.20 120 0.156539 0-6 Pf 0.86 305 23-5Y2 22.10 5.6 15.58 Sprinkler 5-0 Pe 68 23-51/2 16.44 T(5-0) 5-6 Pv v Route 7 AO 1.0490 22.41 8.32 120 0.160560 0-6 Pf 0.88 308 23-51/2 22.41 5.6 16.01 Sprinkler 5-0 Pe 71 23-51/2 16.89 T(5-0) 5-6 Pv o Route 8 AO 1.0490 23.29 8.64 120 0.172432 0-6 Pf 0.95 303 23-5% 23.29 5.6 17.29 Sprinkler 5-0 Pe 69 23-5'A 18.24 T(5-0) 5-6 Pv v Route 9 AO 1.0490 23.37 8.68 120 0.173611 0-6 Pf 0.43 313 23-5V2 23.37 5.6 17.42 Sprinkler 2-0 Pe 79 23-512 17.85 E(2-0) 2-6 Pv BL 1.0490 23.37 8.68 120 0.173611 8-0 Pf 1.39 79 23-5Y2 17.85 Pe 70 23-5% 19.24 8-0 Pv BL 1.3800 47.29 10.14 120 0.168194 10-0 Pf 1.68 70 23-5'A 23.92 19.24 Flow (q) from Route 11 Pe 67 23-5Y2 20.92 10-0 Pv BL 1.3800 72.24 15.50 120 0.368288 1-0 Pf 2.58 67 23-51/2 24.95 20.92 Flow (q) from Route 12 6-0 Pe 63 23-5'/ 23.50 PO(6-0) 7-0 Pv o Route 10 AO 1.0490 23.60 8.76 120 0.176761 9-0 Pf 2.47 301 23-5'/2 23.60 5.6 17.76 Sprinkler 5-0 Pe 61 23-51/2 20.24 PO(5-0) 14-0 Pv GI Route 11 AO 1.0490 23.92 8.88 120 0.181215 0-6 Pf 1.00 309 23-51/2 23.92 5.6 18.25 Sprinkler 5-0 Pe 70 23-51/2 19.24 T(5-0) 5-6 Pv GI Route 12 AO 1.0490 24.95 9.26 120 0.195880 0-6 Pf 1.08 302 23-5'/ 24.95 5.6 19.85 Sprinkler 5-0 Pe 67 23-51/2 20.92 T(5-0) 5-6 Pv GI Route 13 AO 1.0490 26.18 9.72 120 0.214211 0-6 Pf 0.54 314 23-51/2 26.18 5.6 21.86 Sprinkler 2-0 Pe 78 23-5Y2 22.40 E(2-0) 2-6 Pv BL 1.0490 26.18 9.72 120 0.214211 5-812 Pf 1.22 78 23-5V2 22.40 Pe 77 23-51/2 23.62 5-81/2 Pv BL 1.3800 26.18 5.62 120 0.056339 4-31/2 Pf 0.24 77 23-5Y 23.62 Pe 72 23-51/2 23.86 4-312 Pv BL 1.3800 52.83 11.33 120 0.206454 10-0 Pf 2.06 72 23-51/2 26.65 23.86 Flow (q) from Route 14 Pe 64 23-5Y2 25.93 10-0 Pv BL 1.3800 80.62 17.29 120 0.451153 1-0 Pf 3.16 64 23-51/2 27.78 25.93 Flow (q) from Route 15 6-0 Pe 62 23-51/2 29.09 PO(6-0) 7-0 Pv v Route 14 ©M.E.P.CAD, Inc. 415 AutoSPRINK®VR10 v10.0.59.0 4/16/2014 9:47:47AM Page 5 di Hydraulic Analysis 1 Job Number: KS2378 - EDGE CONNEX Report Description: WET SYSTEM Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream AO 1.0490 26.65 9.89 120 0.221310 0-6 5-0 5-6 Pf 1.22 Pe Pv 307 23-5% 26.65 5.6 22.65 Sprinkler 72 23-5'/: 23.86 T(5-0) v Route 15 AO 10490 27.78 10.31 120 0.239035 0-6 5-0 5-6 Pf 1.31 Pe Pv 304 23-5% 27.78 5.6 24.61 Sprinkler 64 23-5% 25.93 T(5-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier °'87(Actual Inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter > =Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. u�y AutoSPRINK® VR10 v10.0.59.0 4/16/2014 9:47:47AM Page 6 FIRE SYSTEMS MANAGEMENT 106 54TH AVENUE EAST, TACOMA, WA 98424 ACCE Without Comments D As Noted in Red O Pep fhe Attached Letter BECI BURR COMPUTERS )Ge plans have dee' - viewed by The Tukwila Fire 3425 S. I 16TH ST- ' ntion Bureau fc. :, formance with current City TUKWILA, WA 98'16>�' yards. Accept: n�. Is subject to errors and :,sions which oq r,ot authorize Violations of adopted .:,adards and ordin`+r ces. The responsibility for the PARCEL# 10230499;4acy of design rests totally with the designer. ditions, deletions rrr revisions to these drawings after SFSM PROJECT# FAI43Y will void anis acceptance and will require a . esubmittai of revised drawings for suasequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. OVE RVI E1te: " )5-I `�. By: THE SCOPE OF THIS PROJECT IS TO MONITORATENANTS CLEAN AGENT PANEL FOR ALARM, DISCHARGE, SUPERVISORY, AND TROUBLE BY THE BUILDING FACP. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and ,-armination of the tes►na TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and live this Fire Permit No. IL -1-F- /57 and exact addmss for shut- down or mon approval. PAID JUL 18 2U11 TUKWILA FIRE f 2y.zoo{ 71/tt 8 8 CONTENTS 1. RISER DIAGRAM 2. SILENT KNIGHT (SD500-AIM) MONITOR MODULE S' Z w w J w U MOUNTING MANUFACTURER SILENT KNIGHT SILENT KNIGHT H d J X N CO U7 SD500-AIM } H es W DESCRIPTION FIRE ALARM CONTROL PANEL MONIT❑R MODULE CLEAN AGENT PANEL IST ALARM CLEAN AGENT PANEL DISHCHARGE CLEAN AGENT PANEL SUPERVISORY CLEAN AGENT PANEL TROUBLE 1023049043 y) W H CL X 0 U 3 D H - In3 U CU Y '- W oPq ('7 1— U WA 98168 BOB SCHIFF (816) 876-6769 " CI X %0UviU¢ L.‹ 0 C s-1 CO J H � Y W ~ D CL V) El= U H C) Pq In UCU U J Pq CO 1- U 7 0 d DESIGNER' SCOTT JERKE J 3 7 2 N P4 O 7 L.L 4 w W 2 INTELLIKNIGHT ACCESSORY SD500-AIM & SD500-MIM Addressable Input Modules IntelliKnight's addressable contact monitor modules combine fast response with pinpoint location ID. A combination that saves lives and property. The SD500-AIM and SD500-MIM are addressable input modules for use with Silent Knight IntelliKnight fire alarm control panels (FACP). The SD500-AIM and SD500-MIM are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices. The SD500-AIM addressable input module mounts to a 4" -square box. The SD500-MIM mini input module fits inside a single gang box. The modules are supervised, single input contact monitors. Using an EOL resister, they monitor for alarm contact closures and for open circuit wiring fault conditions. The SD500-AIM and SD500-MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation—a flexible solution for all your fire protection needs. For more information about the IntelliKnight system, or to locate your nearest source, please call 1-800-446-6444, or in Minnesota, call 763-493-6435. Description The SD500-AIM and SD500-MIM are addressable input modules for use with the Intelliknight fire alarm control panels (FACPs). The SD500-AIM addressable input module mounts to a 4" -square box. The SD500-MIM mini input module fits inside a single gang box. Both input modules are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices. These modules are supervised, single input contact monitors. Using an EOL resistor, they monitor for alarm contact closures and for open circuit wiring fault conditions. If a fault occurs in the wiring, the module alerts the FACP. Each addressable input module is programmed with a unique signal line circuit (SLC) loop address. Features • Single contact monitor • SD500-AIM supports Class A (Style D) or Class B (StylePB) contact monitor wiring • SD500-MIM support for Class B (Style B) contact monitor wiring • Attractive 'ivory cover plate with the SD500-AIM • Small and lightweight size allows for flexible mounting options with the SD500-MIM • DIP switch programmable for fast installation • Up to 2500 ft wiring distance from either input module to contact • Use up to 14 gauge wire • UL listed Electrical Specifications Standby Current: 0.55 mA Alarm Current: 23 mA max for one device; 46 mA max for two devices; 0.55 mA for each additional device Line Resistance: 500 max Mechanical Specifications SD500-AIM Physical Description Dimensions: 4.9" W x 4.9" H x 1" D (12.4Wx 12.4Hx2.5Dcm) Weight: 3.6 oz (120.1 g) Color: Ivory cover plate SD500-MIM Physical Description Dimensions: 1.5" W x 2.5" H x 0.7" D (3.8 W x 6.4 H x 1.8 D cm) Weight: 1.6 oz (45.4 g) Environmental Operating Temperature: 32°F – 120°F (0°C – 49°C) Humidity: 10% – 93% non -condensing &V500-liTI Approvals NFPA 71 & NFPA 72 UL 864 CSFM 7300-0559: 132 MEA 429-92-E Vol. IX FM Approved for use with the 5820XL SILENT KNIGHT by Honeywell INTELLIKNIGHT ACCESSORY ( SD500-AIM & SD500-MIM Addressable Input Modules Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable input modules Silent Knight SD500-AIM or SD500-MIM. The modules shall be UL listed and compatible with Silent Knight's IntelliKnight FACPs. The SD500-MIM shall fit inside a single gang electrical box. The SD500-AIM shall be supplied with a plastic cover and shall be suitable for mounting to a 4" -square or double gang electrical box. The SD500-AIM addressable input module must provide a monitor LED that is visible from outside the cover plate Compatible FACPs 5820XL 5808 5700 Ordering Information SD500-AIM Input Module Addressable input module with ivory cover plate. SD500-MIM Input Module Addressable mini input module. SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927. Phone: (800) 328-0103 or 763-493-6400 Fax: (763) 493-6475. www.silentknight.com MADE IN AMERICA FORM# 350231 Rev D, © 2008 Honeywell International Inc APR/28/2014/M0N 11:41 AM WSFP FAX No, 1-425-881-3030 P. 001/001 Western States Fire Protection, Co. 16 April 28, 2014 14690 NE 95th ST., UNIT 101 R.EDMOND, WA 98052 425.881.0100 425.881.3030 FAX Tukwila Fire Department 444 Andover Park Fast Tukwila, WA 98188 Phone: (206) 575-4407 Fax: (206) 575-4439 Fire Protection Systems Eneincerina • Fabrication • Installation Commercial • Industrial • Residential • iioa i1ubonai Special Hazards • High Tech • Pefemae • Hanka Retrofit • Service • Impaction • Maintenance Attention: Fire Sprinkler Plan Review Reference: Pdge Connex Mezzanine Demolition - 3425 South 1 16th Street . / 3 3 To Whom it May Concern, Western States Fire Protection has been contracted to perform the fire sprinkler work on the new tenant, f=dge Connex. WSPP a5 submitted plans for review to the fire department regarding the construction of the new tenant space. We have been asked to demolish some existing fire sprinkler pipe that currently protects below an existing mezzanine. The mezzanine 15 scheduled for demolition later this week and we would like to remove the existing sprinkler pipe on Wednesday, April 30. If possible, can you please provide WSFP with a Tukwila Fire Permit Number so that we may proceed with the demolition at this time. We appreciate any help you can give. Thank you for your time and please feel free to contact me with any questions. Sincerely, Jim Stewart Service Manager TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval FC/� /‘ AAV/ S ,s1/i E 07/01/2010 11:39 FAX 253 891 4246 CUSTOM SPRINKLER CORP 001/001 CSC CUSTOM SPRINKLER CORPORATION PO BOX 1137 MAPLE VALLEY, WA 98038 PHONE 426-413-9226 FAX 253.891.4246 MOBLE 206.793.7688 July 1, 2010 Tukwila Fire Department Tukwila, WA. Reference: Gateway North building 6 3425 South 116 the street, Suite 101 Tukwila, WA, This letter is to inform you that on Tuesday 07/06/10, we will be removing 12 pendent sprinkler heads, protecting existing office areas to be demolished. The supply piping to the heads will be plugged, the system reenergized, and put back in service. The area is being demolished to clean up an existing vacant space. Thank you, Custom Sprinkler Corporation Phil France presid - nt f,i wjLA FIRE DEPARTbliall Please call: 575.4497 and give this job No. / `s- 130 and exact address for shut. own or rest3ratjOn aoornva) _,‘?4e TUKWILA - The city ofopportunity, the community of choice. Fire Permit Number /�- s -z33 To sci ;edu;L call 206-575-4407 NOTICE: All emails, and attachments, sent to and from the Tukwila Fire Marshal's Office are public records and may be subject to disclosure pursuant to the Public Records Act (RCW 42.56). From: Anthony Geist <Anthonv.Geist@wsfp.us> Sent: Wednesday, December 4, 2019 11:38 AM To: Al Metzler <AI.Metzler@TukwilaWA.gov> Subject: Edge Connex Data Hall 3 Al, We are preparing to start construction on Edge Connex Data Hall 3. The GC would like to get into the space and install their new structural supports, which requires the existing fire sprinkler branch lines in the space to be removed. At this time we would like a demo permit to remove all sprinkler branch lines within the space and associated main piping if possible. We will not be removing any piping that supplies the previously completed phases of Edge Connex (phase 1 and 2 are east of gridline 06) at this time. That bulk main supplying the previous phases does cross the center of the new data hall and will need to be relocated, but we will take care of that after we have submitted and approved drawings. Please see the attached drawing indicated where the system will be offline. The GC is aware a fire watch will be needed. Please let me know what else I need to do at this point. Thanks for your help. (/wcstern States [ Fire Protection Co. Pr 4rr_Grg Lava and Prglortir . rr.00,r Mt 0111604 Anthony Geist 1 Design Manager Western States Fire Protection 1 wsfp.com 14690 NE 95`h St, Unit 101 1 Redmond, WA 98052 D: (425) 881-0100 1 M: (602) 579-3947 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 --4S0111 S _GZ-V. Al Metzler From: Anthony Geist <Anthony.Geist@wsfp.us> Sent: Monday, December 9, 2019 10:47 AM To: Al Metzler Subject: RE: Edge Connex Data Hall 3 Importance: High Good Morning Al, The GC would like us to begin demo on 12/11. (westernJ Sttes ( Fire Protection Co. Fininearat 4 Anthony Geist 1 Design Manager Western States Fire Protection 1 wsfp.com 14690 NE 95th St, Unit 101 1 Redmond, WA 98052 D: (425) 881-0100 1 M: (602) 579-3947 From: Al Metzler <AI.Metzler@TukwilaWA.gov> Sent: Monday, December 9, 2019 8:54 AM To: Anthony Geist <Anthony.Geist@wsfp.us> Subject: RE: Edge Connex Data Hall 3 Hello Anthony — When you have a date to begin the demo, email me a request for a shutdown and I will issue a permit # for you to begin. At that time, I'll also email the fire watch form which I'll need signed and returned by email. Thanks, Al Metzler CFPE, CFI, CBPE, CBI, CMI Fire Project Coordinator/Senior Inspector Tukwila Fire Marshal's Office 6300 Southcenter BI Suite 209 Tukwila, WA 98188 206.971.8718 (Desk) 206.575.4407 (Office) 206.575.4439 (FAX) Al.metzler@tukwilawa.gov INSTALLATION CONTRACTOR ETG SPECIAL HAZARDS FIRE PROTECTION 3702 W. VALLEY HWY. N. SUITE 200 AUBURN, WASHINGTON 98001 (206) 557-3660 DENVER a SEATTLE WWW. ETGFIRE. COM TYPE OF SYSTEM ❑CONVENTIONAL HARDWIRE ADDRESSABLE ❑CLASS 'A' CLASS'B' TYPE OF NOTIFICATION O TEMPORAL O VOICE ❑ CODED SPECIAL SYSTEMS ❑ FM -200 O ECARO-25 O PRE -ACTION O RADIO DIALER • DIALER WIRING & CONDUIT INFORMATION Project To Be Run In Conduit Power Limited Fire Alarm Cable THHN Project To Be Run In Free Air ❑ Power Limited Plenum Rated Fire Alarm Cable SYMBOL LEGEND QTY. SYMBOL DESCRIPTION PART NUMBER BACKBOX EX APPROX. MAIN AREA SQUARE FOOTAGE: 19,000 sq. ft. 1. ALL DEVICES SHALL BE INSTALLED UTILIZING THE STANDARDS LOCATED IN THE APPROX. SUB FLOOR SQUARE FOOTAGE: 14,530 sq. ft. ADDRESSABLE FIRE ALARM CONTROL PANEL(CHEETAH-Xl) 10-068-R-1 FURNISHED WITH EQUIPMENT EX CRM4 RELAY MODULE 10-2204 N/A PACP 1 33 AMP HOUR BATTERY ENCLOSURE 10-2154-C N/A 0 1 HLI - HIGH LEVEL INTERFACE 68-023 FURNISHED WITH EQUIPMENT 1 SUPPLEMENTAL LOOP MODULE 10-2473 N/A 2 12V 28AMP HOUR BATTERY PS -12280 N/A EX INDICATE ZONE/DEVICE AT FACP AND FAAP AUTOMATIC SIGNALS TO A UL LISTED / FM APPROVED "CENTRAL STATION" REMOTE ANNUNCIATOR PANEL 10-2631 4 GANG MASONRY BOX FAAP 1 EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP NACP -NOTIFICATION APPLIANCE CIRCUIT PANEL 27-032 FURNISHED WITH EQUIPMENT BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. NACPS # 2. THE FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED UTILIZING THE 2 STANDARDS LOCATED IN THE "DESIGN STANDARDS" ON THESE DRAWINGS. 12V TAMP HOUR BATTERY PS -1270 N/A 4 3. THIS SYSTEM SHALL PROVIDE BATTERY BACKUP AS A SECONDARY POWER SOURCE. REFER TO THE BATTERY CALCULATIONS LOCATED ON THESE ASPIRATING SMOKE DETECTOR VEP -A10 -P FURNISHED WITH EQUIPMENT ASSD# 5. ALL INITIATION DEVICES CIRCUITS (IDC) SHALL BE CLASS "B". 2 THE "DESIGN STANDARDS" SECTION ON THESE DRAWINGS. 6. ALL NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B". VESDA POWER SUPPLY VPS-VEA-115UL FURNISHED WITH EQUIPMENT VPS## 4 28 AMP HOUR BATTERY PS -12280 N/A 2 P OPHOTOELECTRIC SMOKE DETECTOR 6" FLANGED MOUNTING BASE 63-1052 63-1054 4" SQ, 2-1/8" D, 3/4" KO'S PLASTER RING, SINGLE GANG 1000' ALL PHONE LINES NECESSARY TO SEND SIGNALS TO THE CENTRAL STATION. 2. TO ENSURE THE PROPER OPERATION OF THE FIRE ALARM SYSTEM, A LINEAR HEAT DETECTION CABLE PHSC-155-EPC N/A SEND SUPERVISORY SIGNAL TO CENTRAL STATION MONITORING & NOC 3. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LIST WITHIN THIS SECTION ARE NOT PART OF THE SCOPE OF WORK OF THE 1 INSTALLING CONTRACTOR, BUT ARE VITAL FOR THE COMPLETION OF THE ASSOCIATED CONTRACTORS. MONITOR MODULE 55-041 4" SQ, 2-1/8" D, 3/4" KO'S l Z l 4 1. ALL 120VAC DEDICATED POWER CIRCUIT, CONDUIT, AND WIRING. M MONITOR MODULE 55-045 MOUNTED IN MMS Z 15 •.. RELAY MODULE 55-043 4" SQ, 2-1/8" D, 3/4" KO'S RLY 6. ALL CONTROL PANEL TERMINATIONS SHALL BE PERFORMED BY THE 1 Without Comments C INSTALLING CONTRACTOR.' CONTROL MODULE 55-042 4" SQ, 2-1/8" D, 3/4" KO'S 29 I 0 I SELECTABLE CANDELA CEILING MOUNT HORN/STROBE PC2RL 4" SQ, 2-1/8" D, 3/4" KO'S PLASTER RING, SINGLE GANG H FiniI acceptance is subject oto field test and 'Inspection by 1 MODULE MANAGEMENT SYSTEM 20-2177 FURNISHED WITH EQUIPMENT MMS # 1 M/S PREACTION DISCONNECT SWITCH 20-2172 MOUNT IN MMS DOOR 2 T TAMPER SWITCH F.B.O. N/A 2 L LOW AIR SWITCH F.B.O. N/A 2 . WATERFLOW F.B.O. N/A 2 S PRE -ACTION SOLENOID F.B.O. N/A F.B.O. INDICATES FURNISHED BY OTHERS. DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 12/6/2018 SUBMITTAL JFM TAB II SEQUENCE OF OPE k, TIONS INPUTS AND ACTIONS s OUTPUTS AND CONTROLS OAN e A A 0), Oi 61 �T '9 04 °`S'�9c� O+I.0'S'�i O ryq! TFq&+ + q 9r.odo4F' 4Ge(31//,‘ \gGi,6 X9 lid, � 9 0e/ A.;, qG 9°G �y 0,0004 1,4 °0 2i cy eti O1;9<(` IT �T Fq '!'F lF 9 9 OPERATE ALL AREA EVACUATION SIGNALS (TEMPORAL CODE 3) 0 0 0 MOULTE1MG ONST LDCIONS: 0 APPROX. MAIN AREA SQUARE FOOTAGE: 19,000 sq. ft. 1. ALL DEVICES SHALL BE INSTALLED UTILIZING THE STANDARDS LOCATED IN THE APPROX. SUB FLOOR SQUARE FOOTAGE: 14,530 sq. ft. "DESIGN STANDARDS" ON THESE DRAWINGS. APPROX. ABOVE CEILING SQUARE FOOTAGE: 11,000 SO. FT. APPROX. TOTAL SQUARE FOOTAGE: 44,530sq. ft. 2. SMOKE DETECTORS SHALL BE MOUNTED AS FOLLOWS: 2.1. CENTER OF CEILING TILES. SOUND LOCAL PIEZO AT FACP AND FAAP 0 0 0 0 0 0 0 0 0 0 0 0 LIMITED, FULLY SUPERVISED, MANUAL AND AUTOMATIC INITIATION/DETECTION 3.3. ALL CEILING MOUNT DEVICES SHALL BE IN THE CENTER OF THE TILE. SYSTEM. THIS SYSTEM SHALL MONITOR THE BUILDING FIRE SPRINKLER SYSTEM , 3.4. SET ALL HORN STROBES TO HIGH dBA SETTING. CONTROL/ MONITOR THE BUILDING PREACTION SPRINKLER SYSTEM AND SEND INDICATE ZONE/DEVICE AT FACP AND FAAP AUTOMATIC SIGNALS TO A UL LISTED / FM APPROVED "CENTRAL STATION" MONITORING SYSTEM. EsL,EC'T1 E' L I STALLATITES: C w r_ 0 R : 1. T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP 1. ADD TO EXISTING FIRE ALARM SYSTEM TO PROVIDE TOTAL EVACUATION SHALL BE -USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION FOR THE EDGE CONNEX SEATTLE DATA HALL 2 PHASE 2. BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. 2. THIS SYSTEM SHALL SEND AUTOMATIC SIGNALS TO A UL LISTED / FM 2. THE FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED UTILIZING THE APPROVED "CENTRAL STATION" MONITORING SYSTEM. REFER TO THE STANDARDS LOCATED IN THE "DESIGN STANDARDS" ON THESE DRAWINGS. RISER DIAGRAM AND THE SEQUENCE OF OPERATIONS FOR THE SPECIFIC SEND ALARM SIGNAL TO CENTRAL STATION MONITORING SIGNALS TO BE TRANSMITTED. 3. REFER TO THE "WIRE CHART" LOCATED ON THESE DRAWINGS FOR QUANTITY, TYPE & SIZE OF THE WIRE. 3. THIS SYSTEM SHALL PROVIDE BATTERY BACKUP AS A SECONDARY POWER SOURCE. REFER TO THE BATTERY CALCULATIONS LOCATED ON THESE 4. ALL SIGNAL LINE CIRCUITS (Le. SLC DATA) SHALL BE CLASS "B". DRAWINGS FOR THE STANDBY TIME AND SIZE OF BATTERIES REQUIRED. 5. ALL INITIATION DEVICES CIRCUITS (IDC) SHALL BE CLASS "B". 4. THIS SYSTEM SHALL BE DESIGNED UTILIZING THE STANDARDS LOCATED IN THE "DESIGN STANDARDS" SECTION ON THESE DRAWINGS. 6. ALL NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B". 5. THIS SYSTEM SHALL MAINTAIN 15 Db ABOVE AMBIENT SOUND IN ORDER TO 7. THE SYSTEM WIRING SHALL BE INSTALLED IN A MINIMUM OF 3/4" (EMT) CONDUIT. ENSURE PROPER EVACUATION FOR A PERIOD OF 5 MIN. SEND TROUBLE SIGNAL TO CENTRAL STATION MONITORING & NOC 8. A LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE THE INSTALLATION, GEMERAL MO ES. LABOR, CONDUIT, AND WIRING FOR ALL 120VAC POWER CIRCUITS CONNECTED TO THE FIRE ALARM SYSTEM. 1. THIS PROJECT'S FIRE ALARM SYSTEM SHALL BE INSTALLED IN A "WORKMAN LIKE MANNER" UTILIZING "GOOD COMMERCIAL PRACTICE". 9. A QUALIFIED TELEPHONE TECHNICIAN SHALL PERFORM THE INSTALLATION OF ALL PHONE LINES NECESSARY TO SEND SIGNALS TO THE CENTRAL STATION. 2. TO ENSURE THE PROPER OPERATION OF THE FIRE ALARM SYSTEM, A COMPLETE FUNCTIONAL TEST SHALL BE PERFORMED PRIOR TO THE FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). SEND SUPERVISORY SIGNAL TO CENTRAL STATION MONITORING & NOC 3. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LIST WITHIN THIS SECTION ARE NOT PART OF THE SCOPE OF WORK OF THE ALL TESTING WITH THE LOCAL A.H.J., GENERAL CONTRACTOR AND ANY INSTALLING CONTRACTOR, BUT ARE VITAL FOR THE COMPLETION OF THE ASSOCIATED CONTRACTORS. SYSTEM. THIS LIST SHALL BE PROVIDED BY OTHER TRADES AND COORDINATED BY THE GENERAL CONTRACTOR. 4. UPON COMPLETION OF THE PROJECT, THE INSTALLING CONTRACTOR SHALL PROVIDE INSPECTION REPORTS, OPERATIONS MANUALS, AND SHOP 1. ALL 120VAC DEDICATED POWER CIRCUIT, CONDUIT, AND WIRING. DRAWINGS TO THE OWNER REPRESENTATIVE. SEND WATERFLOW SIGNAL TO CENTRAL STATION MONITORING & NOC •.. PERFORMED BY THE INSTALLING CONTRACTOR. 6. ALL CONTROL PANEL TERMINATIONS SHALL BE PERFORMED BY THE Without Comments INSTALLING CONTRACTOR.' As Noted in Red 7. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THESE PLANS. CHANGES IN DEVICES, LOCATIONS, AND/OR CIRCUITS MUST BE APPROVED. ILLUMINATE LED ON DETECTOR 0 0 P..{a`/ant;lon Bureau conformance tandards. Acceptance is sAeCt to errors and ornissions which cik3 not autti c4ze violations of adopted standards and , : a . The -responsibility for the adequacy of design reFds telly with - the designer,. Additions, dele�:�, or revisions to these drawings after this date will void ibis ,acceptance and will require a resubmittal of -revised drawings for subsequent approval. FiniI acceptance is subject oto field test and 'Inspection by The Te evuila Fire Prevention Bureau. - Daft: /2 -)- 3 - l �' BY: /�^'� 5-I ILLUMINATE LED ON BOOSTER 1 - ACTIVATE PREACTION SOLENOID IN AFFECTED ZONE DISABLE PREACTION SOLENOID NICET VERIFICATION SPECIAL HAZARDS SUPPRESSION SYSTEMS TECHNICAL AREA 003-005: LEVEL 4 CERTIFICATE #: 126842 VALID THROUGH: 9/1/2021 CHRIS VAND 12/12/2018 TOKKER DATE NOTES PROJECT JECT GENERAL EVIEORMATION1 MOULTE1MG ONST LDCIONS: A ►E: APPROX. MAIN AREA SQUARE FOOTAGE: 19,000 sq. ft. 1. ALL DEVICES SHALL BE INSTALLED UTILIZING THE STANDARDS LOCATED IN THE APPROX. SUB FLOOR SQUARE FOOTAGE: 14,530 sq. ft. "DESIGN STANDARDS" ON THESE DRAWINGS. APPROX. ABOVE CEILING SQUARE FOOTAGE: 11,000 SO. FT. APPROX. TOTAL SQUARE FOOTAGE: 44,530sq. ft. 2. SMOKE DETECTORS SHALL BE MOUNTED AS FOLLOWS: 2.1. CENTER OF CEILING TILES. 2.2. NO CLOSER THAN THREE (3) FEET FROM AN AIR MOVING REGISTER SYSTEM TYPE: 2.3. NO LESS THAN 4" FROM A SIDE WALL. ADDRESSABLE FIRE ALARM SYSTEM. 3. HORN/STROBE AND STROBE UNITS SHALL BE MOUNTED AS FOLLOWS: 3.1. SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" ESC O TO pus 11: ABOVE THE FINISHED FLOOR. 3.2. WHEN CEILING HEIGHTS ARE LESS THAN 80", MOUNT THE DEVICE 6" BELOW ADDRESSABLE FIKE CHEETAH FIRE PROTECTION SYSTEM, UTILIZING A POWER THE CEILING. LIMITED, FULLY SUPERVISED, MANUAL AND AUTOMATIC INITIATION/DETECTION 3.3. ALL CEILING MOUNT DEVICES SHALL BE IN THE CENTER OF THE TILE. SYSTEM. THIS SYSTEM SHALL MONITOR THE BUILDING FIRE SPRINKLER SYSTEM , 3.4. SET ALL HORN STROBES TO HIGH dBA SETTING. CONTROL/ MONITOR THE BUILDING PREACTION SPRINKLER SYSTEM AND SEND 3.5. SET CANDELA RATING AS NOTED ON PLANS. AUTOMATIC SIGNALS TO A UL LISTED / FM APPROVED "CENTRAL STATION" MONITORING SYSTEM. EsL,EC'T1 E' L I STALLATITES: C w r_ 0 R : 1. T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP 1. ADD TO EXISTING FIRE ALARM SYSTEM TO PROVIDE TOTAL EVACUATION SHALL BE -USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION FOR THE EDGE CONNEX SEATTLE DATA HALL 2 PHASE 2. BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. 2. THIS SYSTEM SHALL SEND AUTOMATIC SIGNALS TO A UL LISTED / FM 2. THE FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED UTILIZING THE APPROVED "CENTRAL STATION" MONITORING SYSTEM. REFER TO THE STANDARDS LOCATED IN THE "DESIGN STANDARDS" ON THESE DRAWINGS. RISER DIAGRAM AND THE SEQUENCE OF OPERATIONS FOR THE SPECIFIC SIGNALS TO BE TRANSMITTED. 3. REFER TO THE "WIRE CHART" LOCATED ON THESE DRAWINGS FOR QUANTITY, TYPE & SIZE OF THE WIRE. 3. THIS SYSTEM SHALL PROVIDE BATTERY BACKUP AS A SECONDARY POWER SOURCE. REFER TO THE BATTERY CALCULATIONS LOCATED ON THESE 4. ALL SIGNAL LINE CIRCUITS (Le. SLC DATA) SHALL BE CLASS "B". DRAWINGS FOR THE STANDBY TIME AND SIZE OF BATTERIES REQUIRED. 5. ALL INITIATION DEVICES CIRCUITS (IDC) SHALL BE CLASS "B". 4. THIS SYSTEM SHALL BE DESIGNED UTILIZING THE STANDARDS LOCATED IN THE "DESIGN STANDARDS" SECTION ON THESE DRAWINGS. 6. ALL NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B". 5. THIS SYSTEM SHALL MAINTAIN 15 Db ABOVE AMBIENT SOUND IN ORDER TO 7. THE SYSTEM WIRING SHALL BE INSTALLED IN A MINIMUM OF 3/4" (EMT) CONDUIT. ENSURE PROPER EVACUATION FOR A PERIOD OF 5 MIN. 8. A LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE THE INSTALLATION, GEMERAL MO ES. LABOR, CONDUIT, AND WIRING FOR ALL 120VAC POWER CIRCUITS CONNECTED TO THE FIRE ALARM SYSTEM. 1. THIS PROJECT'S FIRE ALARM SYSTEM SHALL BE INSTALLED IN A "WORKMAN LIKE MANNER" UTILIZING "GOOD COMMERCIAL PRACTICE". 9. A QUALIFIED TELEPHONE TECHNICIAN SHALL PERFORM THE INSTALLATION OF ALL PHONE LINES NECESSARY TO SEND SIGNALS TO THE CENTRAL STATION. 2. TO ENSURE THE PROPER OPERATION OF THE FIRE ALARM SYSTEM, A COMPLETE FUNCTIONAL TEST SHALL BE PERFORMED PRIOR TO THE FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). Ct$ i IMAM I ITTHE . TR DES: 3. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE LIST WITHIN THIS SECTION ARE NOT PART OF THE SCOPE OF WORK OF THE ALL TESTING WITH THE LOCAL A.H.J., GENERAL CONTRACTOR AND ANY INSTALLING CONTRACTOR, BUT ARE VITAL FOR THE COMPLETION OF THE ASSOCIATED CONTRACTORS. SYSTEM. THIS LIST SHALL BE PROVIDED BY OTHER TRADES AND COORDINATED BY THE GENERAL CONTRACTOR. 4. UPON COMPLETION OF THE PROJECT, THE INSTALLING CONTRACTOR SHALL PROVIDE INSPECTION REPORTS, OPERATIONS MANUALS, AND SHOP 1. ALL 120VAC DEDICATED POWER CIRCUIT, CONDUIT, AND WIRING. DRAWINGS TO THE OWNER REPRESENTATIVE. 5. ALL OF THIS SYSTEM PROGRAMMING THAT IS REQUIRED SHALL BE •.. PERFORMED BY THE INSTALLING CONTRACTOR. 6. ALL CONTROL PANEL TERMINATIONS SHALL BE PERFORMED BY THE Without Comments INSTALLING CONTRACTOR.' As Noted in Red 7. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THESE PLANS. CHANGES IN DEVICES, LOCATIONS, AND/OR CIRCUITS MUST BE APPROVED. 0 Per The A:ttaCCaed Letter 1,�,,._e plans have been reviewedby The Tukwila Fire for with current MyIF THE CHANGES ARE SUFFICIENT TO REQUIRE RE-ENGINEERING A FEE MAY BE CHARGED TO THE CONTRACTOR REQUESTING THE CHANGES. 8. THIS DESIGN WAS BASED UPON INFORMATION PROVIDED BY THE INSTALLING CONTRACTOR. P..{a`/ant;lon Bureau conformance tandards. Acceptance is sAeCt to errors and ornissions which cik3 not autti c4ze violations of adopted standards and , : a . The -responsibility for the adequacy of design reFds telly with - the designer,. Additions, dele�:�, or revisions to these drawings after this date will void ibis ,acceptance and will require a resubmittal of -revised drawings for subsequent approval. FiniI acceptance is subject oto field test and 'Inspection by The Te evuila Fire Prevention Bureau. - Daft: /2 -)- 3 - l �' BY: /�^'� 5-I 1 9 TUKWILA FIRE, DEPARTMENT Pleas cell 206-575-4407 an Om this Fire Perrnit No. and exact gddre s for shut- down or restoration a p ro 12 CLEC '13 2010 TUK I .. t FIRE THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG S WRITTEN CONSENT. 6ETGFire SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA WA 98168 NICET OR PE REVIEW: TAB II DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 1 OF 7 SHEET: FA -I CLIENT: DATE: * i ,,g2// s 5r,4 E PACP BATTERY CALCULATION FIRE ALARM CONTROL PANEL BATTERY CALCULATION QTY TYPE PART NUMBER STANDBY TOTAL STANDBY ALARM TOTAL ALARM 1 PANEL 10-068-R-1 0.4109 Amps 0.4109 Amps 4.2110 Amps 4.2110 Amps 1 HLI 68-023 0.2200 Amps 0.2200 Amps 0.2200 Amps 0.2200 Amps 1 LOOP MODULE 10-2473 0.0000 Amps 0.0000 Amps 0.1000 Amps 0.1000 Amps 2 PHOTO 63-1052 0.0005 Amps 0.0010 Amps 0.0020 Amps 0.0040 Amps 1 CNTRL 55-042 0.0006 Amps 0.0006 Amps 0.0020 Amps 0.0020 Amps 1 INPUT 55-041 0.0005 Amps 0.0005 Amps 0.0020 Amps 0.0020 Amps 4 INPUT 55-045 0.0005 Amps 0.0018 Amps 0.0020 Amps 0.0080 Amps 15 RELAY 55-043 0.0006 Amps 0.0087 Amps 0.0020 Amps 0.0300 Amps TOTAL 0.6434 Amps TOTAL 4.5770 Amps SEE VOLTAGE DROP CALCULATIONS FOR DETAILS ON THE NOTIFICATION APPLIANCE CIRCUITS. PROVIDE 24 HOURS OF BATTERY BACKUP WITH 5MIN (.083 HRS) OF ALARM. 24 Hrs HOURS 0.083 Hrs 15.44 Ah AMP HOUR 0.38 Ah 1.20 DERATING 1.20 18.53 Ah TOTAL 0.46 Ah TOTAL REQUIRED 18.987 Ah SEE EQUIPMENT LIST FOR SIZE NACPS #2 BATTERY CALCULATION NOTIFICATION #2 APPLIANCE POWER SUPPLY BATTERY CALCULATION QTY TYPE PART NUMBER STANDBY TOTAL STANDBY ALARM TOTAL ALARM 1 NACPS 27-032 0.0660 Amps 0.0660 Amps 0.1700 Amps 0.1700 Amps 4 CST SCRL 0.0000 Amps 0.0000 Amps 0.0410 Amps 0.1640 Amps 19 CHS PC2RL 0.0000 Amps 0.0000 Amps 0.0710 Amps 1.3490 Amps 10 CHS PC2RL 0.0000 Amps 0.0000 Amps 0.1430 Amps 1.4300 Amps 0.09 Ah TOTAL REQUIRED 24.280 Ah TOTAL 0.0660 Amps TOTAL 3.1130 Amps SEE VOLTAGE DROP CALCULATIONS FOR DETAILS ON THE NOTIFICATION APPLIANCE CIRCUITS. PROVIDE 24 HOURS OF BATTERY BACKUP WITH 5MIN (.083 HRS) OF ALARM. 24 Hrs HOURS 0.083 Hrs 1.58 Ah AMP HOUR 0.26 Ah 1.20 DERATING 1.20 1.90 Ah TOTAL 0.31 Ah TOTAL REQUIRED 2.211 Ah SEE EQUIPMENT LIST FOR SIZE VOLTAGE DROP CALCULATIONS NOTIFICATION APPLIANCE CIRCUIT SCHEDULE CIRCUIT TYPE CANDELA PART NUMBER ALARM QTY TOTAL N2-1 CHS 15Cd PC2RL 0.071 Amps 7 0.497 Amps N2-1 CHS 75Cd PC2RL 0.143 Amps 2 0.286 Amps N2-2 CHS 15Cd PC2RL 0.071 Amps 5 0.355 Amps N2-3 CHS 75Cd PC2RL 0.143 Amps 7 1.001 Amps N2-3 CHS 95Cd PC2RL 0.143 Amps 1 0.143 Amps N2-4 CST 15Cd SCRL 0.041 Amps 4 0.164 Amps N2-4 CHS 15Cd PC2RL 0.071 Amps 7 0.497 Amps VOLTAGE DROP CALCULATION POWER SUPPLY CIRCUIT TOTAL AMPS FOOTAGE OHMS PER 1K TOTAL OHMS VOLTAGE DROP N2 N2-1 0.783 Amps 750 Ft. 2.52 1.89 Ohms 1.48 Vdc N2 N2-2 0.355 Amps 450 Ft. 2.52 1.13 Ohms 0.40 Vdc N2 N2-3 1.144 Amps 600 Ft. 2.52 1.51 Ohms 1.73 Vdc N2 N2-4 0.661 Amps 700 Ft. 2.52 1.76 Ohms 1.17 Vdc N.O.C.- N.O.C.- N.O.C.- N.O.C.- NAC 1 1. U EXISTING PACP 1 z ti 1 2 (/) SLC#3 SLC#4 24 VDC MMS #1 IM/SI 9 Cr) CJ MI M M CY) M HLI DEDICATED 120 VAC BATTERY BATTERY TRIGGER IN NACI EXISTING NACPS 1 SYNCHRONIZED BATTERY BATTERY -27 DEDICATED 120 VAC CD 9 ch TRIGGER IN NACI NAC2 NA C3 NAC4 NACPS-2 SYNCHRONIZED 9 co IMO I©I IMO BATTERY BATTERY A\ DATE: O. DESCRIPTION: DRAWN 8Y: APPROV BY: CLIENT: 0 12/6/2018 SUBMITTAL JFM TAB II C 9 M RLY ALY 1 0 17t1 r M co co co M co RLY RLY RLY 15Cd N2-1.1. 15Cd N2-2.1 75Cd N2-3.1. 15Cd N2-4.1 15Cd N2-1.2 15Cd N2-2.2 i©I IMO DEDICATED 120 VAC I©1 75Cd N2-3.2 15Cd I©IN2-1.3 I©I 15Cd I©IN2-2.3 CO 15Cd N2-4.2 RLY T C�) 15Cd N2-1.4 15Cd N2-2.4 75Cd CON2-3.3 I©I 75Cd N2-3.4 RLY 1 CV co 15Cd 75Cd '©IN2-1.5 I©IN2-1.6 IMI 15Cd 15Cd I©IN2-4.3 I©IN2-4.4 15Cd N2-2.5 EOL 75Cd 75Cd I©IN2-3.5 I©IN2-3.6 15Cd I131IN2-4.5 ISI 15Cd N2-4.6 RLY cJ N C1) Cr) 75Cd 15Cd ©IN2-1.7 2-1.8 75Cd N2-3.7 I©1 15Cd ©IN2-4.7 ILI 75Cd N2-3.8 EOL 15Cd N2-4.8 , CALCULATION VESDA POWER SUPPLY 1 BATTERY CALCULATION QTY TYPE PART NUMBER STANDBY TOTAL STANDBY ALARM TOTAL ALARM 2 VEP VEP -A10 -P 0.4200 Amps 0.8400 Amps 0.4400 Amps 0.8800 Amps TOTAL 0.8400 Amps TOTAL 0.8400 Amps TOTAL 0.8800 Amps SEE VOLTAGE DROP CALCULATIONS FOR DETAILS ON THE NOTIFICATION APPLIANCE CIRCUITS. PROVIDE 24 HOURS OF BATTERY BACKUP WITH 5MIN (.083 HRS) OF ALARM. 24 Hrs HOURS 0.083 Hrs 20.16 Ah AMP HOUR 0.07 Ah 1.20 DERATING 1.20 24.19 Ah TOTAL 0.09 Ah TOTAL REQUIRED 24.280 Ah SEE EQUIPMENT LIST FOR SIZE VESDA V2 I3ATTERY CALCULATION VESDA POWER SUPPLY 2 BATTERY CALCULATION QTY TYPE PART NUMBER STANDBY TOTAL STANDBY ALARM TOTAL ALARM 2 VEP VEP -A10 -P 0.4200 Amps 0.8400 Amps 0.4400 Amps 0.8800 Amps Z XXJ( ADDRESSABLE MINI INPUT MODULE TOTAL 0.8400 Amps TOTAL 0.8800 Amps SEE VOLTAGE DROP CALCULATIONS FOR DETAILS ON THE NOTIFICATION APPLIANCE CIRCUITS. PROVIDE 24 HOURS OF BATTERY BACKUP WITH 5MIN (.083 HRS) OF ALARM. 24 Hrs HOURS 0.083 Hrs 20.16 Ah AMP HOUR 0.07 Ah 1.20 DERATING 1.20 24.19 Ah TOTAL 0.09 Ah TOTAL REQUIRED 24.280 Ah SEE EQUIPMENT LIST FOR SIZE 15Cd EOL.9 15Cd 15Cd IDIN2-4.9 *®IN2-4.10Iei 15Cd EOL SYMBOL DESCRIPTION PACP PREACTION CONTROL PANEL NACPS # F1RE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) MODULE MANAGEMENT SYSTEM (MMS) PREACTION Y'J._- VESDA ASPIRATING SMOKE DETECTOR iii ' VESDA POWER SUPPLY ©XXX ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR (XXX = ADDRESS) M xxx ADDRESSABLE MONITOR MODULE (XXX = ADDRESS) Z XXJ( ADDRESSABLE MINI INPUT MODULE C XXX ADDRESSABLE CONTROL MODULE (XXX = ADDRESS) 3 xxx ADDRESSABLE RELAY MODULE (XXX = ADDRESS) ®H Cd S# FIRE ALARM CEILING MOUNT HORN/STROBE Cd=CANDELA s6CIRCUIrq MODULE MANAGEMENT SYSTEM Wiel MAINTENANCE/DISCONNECT SWITCH Xie VESDA SAMPLE PORT (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER C ,e VESDA CAPILLARY (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER SPRINKLER TAMPER SWITCH PREACTION LOW AIR SWITCH SPRINKLER WATERFLOW SWITCH PREACTION SOLENOID NO :I T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP SHALL BE USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG S WRITTEN CONSENT. P ETGFire SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA, WA 98168 NICET OR PE REVIEW: TAB 11 DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 2 OF 7 SHEET: FA -2 CLIENT: DATE: 2 5 6 7 8 9 PREACTION DETECTION AND CONTROLS CEILING LAYOUT W%T.flifin1 V:71 /©M N2 -t 15Cd NOT IN SCOPE PRE -ACTIO 116 SL # TO BF 00 15Cd- N2-2.5 EOL 15Cd ,r:DN2-2.4 _3-0. — 3-03 F3-04 3-05 CRA23000 (DA -150) PDUD2000 CRA22000 (DA -150) PDLC2000 ��• ii NE a m�mom oms 1 1 •■mi mu si 1 iiiiiii• m • III il si im • mi ml um • Eri. mu • li MOM 1111 • MU IINE m FUT. CRA19000 (DA -150) PDUB2000 FUT. CRA18000 (DA -150) Jit D1 0 /B//iA /BATT f 7A,1C,ID,7E,IH �— wmimpsr CI ■■ lid o —E <esTlNcAr ._. umm., MEI Mil I Atimmammora3 i0111111=1110 mil oil immi mow LINEAR HEAT MODULE ■ i....W. —'sr Mina ■■-■■■■■■■■■■■■■■ NI ■ riiiiiiri—rarairmarigirmains....rm. Irmarva. u .m... 11.,- . ...■■ ■■■■■■■■■■■■I■■ ■■■__■■■■■■■■■■■■I■■ III 1111111111111111111111111111111•1111111M111111111 ■� �■��_■■■111110SME ■ ■i■■■ ME■■■■■■■■■ ■■I■■ ►�■ ■■■■■Wil111.11111ME IIII III IIIM Mill NM MI Ilimm m •1• =MEM MU i II • MO ME • IIIII 11111111 iii INallireandiallitil • m ME JANITOR WO ENS MENS T � A081 0 PREACTION CONTROL PANEL NACPS # — PD .1. COLOR ■ ■■■■■■■■■■■■■ ■■ ■■■■■■■■■.■■ ■ ■■■�■■■�■■I ■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■7A iC 1D,1E,1H ■s ■■■■■■■■■■■■■ lsem■■■ 11.11111111111111111 ■ -■■■■■■■■■■■■I■■ ■■■M■■o■■■■it EN I . . iiiiiiiiiiimim ■■■�■■■■■■■■■■■■I■■ ■rte■■■�■■l1p�•1 ■■■■■■■■■■■a■ S �s. ■■■■■■■■■■ TI■■■■ j ■■■■■■■■■■■■■■■■■■■ ■■�■■■■■ ■■■■ ■ ■■■■■ ■■■■■■■■ LCPC 2000 TRNC LCPD 2000 / TRI) 1 2000 iA 1C,ID,1E,1F,2GIH, SCALE: 0 1/8•, _ 1,-0" 8 16 24 32 40 DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 12/6/2018 SUBMITTAL JFM TAB II SYMBOL DESCRIPTION PACP PREACTION CONTROL PANEL NACPS # FIRE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) COLOR MODULE MANAGEMENT SYSTEM (MMS) PREACTION ;'moi"' VESDA ASPIRATING SMOKE DETECTOR f/PS # VESDA POWER SUPPLY ®XXX ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR (XXX = ADDRESS) ADDRESSABLE MONITOR MODULE (XXX = ADDRESS) © XXX ADDRESSABLE MIN! INPUT MODULE Z XXX ADDRESSABLE CONTROL MODULE (XXX = ADDRESS) C XXX ADDRESSABLE RELAY MODULE (XXX = ADDRESS) fl XXX Cd cchauDED FIRE ALARM CEILING MOUNT HORN/STROBE C ACuIETp =sr MODULE MANAGEMENT SYSTEM Wril MAINTENANCE/DISCONNECT SWITCH /H8x' VESDA SAMPLE PORT (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER CX ; VESDA CAPILLARY (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER T SPRINKLER TAMPER SWITCH L PREACTION LOW AIR SWITCH BLACK SPRINKLER WATERFLOW SWITCH 2 PREACTION SOLENOID NOTE:I NOTIFICATION APPLIANCE CIRCUIT #2 RED WIRE CHART TAG # QTY GAUGE TYPE DESCRIPTION COLOR (+) (-) A 2 16 AWG THHN SLC DATA LOOP 3 YELLOW BLUE B 2 16 AWG THHN SLC DATA LOOP 4 YELLOW BLUE C 2 16 AWG THHN AUXILIARY 24VDC ORANGE BROWN D 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #1 RED BLACK E 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #2 RED BLACK F 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #3 RED BLACK G 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #4 RED BLACK H 2 24 AWG BELDEN VESDA NET BELDEN 9841 EXAMPLE: ji 2,21 CONDUIT WIRE TYPE SEE CHART T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP SHALL BE USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG S WRITTEN CONSENT. 6ETGFire SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA, WA 98168 NICET OR PE REVIEW: TABU DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 3 OF 7 SHEET: FA -3 CLIENT: DATE: 1 2 5 6 8 9 8 PREACTION DETECTION AND CONTROLS SUBFLOOR LAYOUT NOT IN SCOPE 2A ■ ■■■ PO D2010 CRA22000 3.11 CR2100 (DA -140 RA20000 (DA -150) NOT AN EXIT PRE -ACTION FU CR' '00 (DA -1 T//‘A% PD1B2000 STORAGE • 1111111=1111•1111=m11111111111 • ,• 111111111.111111 MN Ell •• 111111111111mmlIANNI •um 1.111111 mom 111.1 •11111111111 1111 ---EMEINEENINE•• MAIM•mom •NEE Emu •'I NT IA08110 ,1' PACP PREACTION CONTROL PANEL PD1B2000 STORAGE • 1111111=1111•1111=m11111111111 • ,• 111111111.111111 MN Ell •• 111111111111mmlIANNI •um 1.111111 mom 111.1 •11111111111 1111 ---EMEINEENINE•• MAIM•mom •NEE Emu •'I NT IA08110 ,1' PACP PREACTION CONTROL PANEL NACPS # FIRE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) I I/ FPD 510 SEE VESDA ASPIRATING SMOKE DETECTOR EaC 104 38 JANITOR WO ENS MENS LC" 20o0 TRN 00 LC D 2000 RN CONFERENCE BREAKOUT SECURITY SCALE: 1/8" = 1.-0" 0 8 16 24 32 40 /REV. / N0. DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 0 12/6/2018 SUBMITTAL JFM TAB II SYMBOL DESCRIPTION PACP PREACTION CONTROL PANEL NACPS # FIRE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) TYPE MODULE MANAGEMENT SYSTEM (MMS) PREACTION SEE VESDA ASPIRATING SMOKE DETECTOR EaC VESDA POWER SUPPLY ©xxx ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR (XXX = ADDRESS) © XXX ADDRESSABLE MONITOR MODULE (XXX = ADDRESS) ® XXX ADDRESSABLE MINI INPUT MODULE B C XXX ADDRESSABLE CONTROL MODULE (XXX = ADDRESS) M XXX ADDRESSABLE RELAY MODULE (XXX = ADDRESS) ®H S # S# FIRE ALARM CEILING MOUNT HORN/STROBE Cd -CANDELA SCIRCUITN '''"'L MODULE MANAGEMENT SYSTEM MI MAINTENANCE/DISCONNECT SWITCH ie• VESDA SAMPLE PORT (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER CX VESDA CAPILLARY (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER • SPRINKLER TAMPER SWITCH 4 PREACTION LOW AIR SWITCH `Ri SPRINKLER WATERFLOW SWITCH Q PREACTION SOLENOID JVOT :1 THHN NOTIFICATION APPLIANCE CIRCUIT #2 WIRE CHART TAG # QTY GAUGE TYPE DESCRIPTION COLOR (+) (-) A 2 16 AWG THHN SLC DATA LOOP 3 YELLOW BLUE B 2 16 AWG THHN SLC DATA LOOP 4 YELLOW BLUE C 2 16 AWG THHN AUXILIARY 24VDC ORANGE BROWN D 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #1 RED BLACK E 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #2 RED BLACK F 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #3 RED BLACK G 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #4 RED BLACK H 2 24 AWG BELDEN VESDA NET BELDEN 9841 EXAMPLE: {e 2,3 CONDUIT WIRE TYPE SEE CHART T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP SHALL BE USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. 9 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG'S WRITTEN CONSENT. 6ETGFire SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA, WA 98168 NICET OR PE REVIEW: TAB 11 DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 4 OF 7 SHEET: FA -4 CLIENT: DATE: 2 8 9 6 7 PREACTION LINEAR HEAT DETECTION ABOVE CEILING LAYOUT 8 NOT IN SCOPE MECH 7 NOT AN EXIT PRE -ACTION 116 1222 89 SF FUT. CRA19000 (DA -150) fiT/7VA FUT. CRA18000 (DA -150) NT FUT. CRA18000 (DA -150) NT STORAGE MECH 5 TA HALL 2 JANITOR WO ENS MENS BREAKOUT 133 CONFERENCE SECURITY MECH 6 iJ . I %! 8 VESDA DETECTION CEILING LAYOUT TORAGF 121 0 34'-2" 31'-0" 17'-0" 7'-0" 1/8" 1:Pi:H1 VEP7:2:H6 EPi:'d'H6 °k1:4M ■■■■11■■■I ■■■■■.. 1■■1111■1 ■■■�■1 1111■■I■■■■■■■1 i•u• 1111■ 1111 1/8"V 1:P1: -1111 '�' �. Ii .n7AAM� -10" rr ■■■■■ ■■■■■■■■■■ u 1IuI!UUUUllluUUlUuI8�- .: 1111 MTh �■■■■I■■■AIWAION 1111■■■ 11.11 ■■ 1111■■■■1■■■I■■■■■■■■ 1111■ 1111 1111■■■ „1/s" -1:P1: ���■ 1 ■ ■■�■■�■■11�■■■�■�■ �l11■���■ �� ■ 1111mil ■■k■■■m= 41 ■■■■■ 1■■ ii ■■■■■i 1■■■■■■■■11■i ■ ii■■■■■i ■ ■■ EM ■■i■ ■■■iii■■■■■■ i■■■■h■i■ 1111■ ■■■■ ■■■■■■ 1■■■I■■■■■■■■ ■■ ■11■■■■■■■ ■■■■I■■■■■■■ 11111111111111111111111111111111 1■■■■I■■■ ■■■U 111111111111111•11 i■t■■■■■■■■■ ■, ■Ili■■ ■■ :. p■■e■I■■■■■■■ , ...r....... p■,■U■■■■ i••siS EPI:•2:H3 ■■ ■1► ■■■-:■■■1J► MIN_ ■■■-■■1E ► ■ �'111�►: ■■■ ■■ 1■l■ .■■■■■■■■ ■■■■■■■■■■■ ■■I1■■■■■■■ I■■■■1■■■■■■■ 1■■ ■■■111■ 11■■11■ 1111■ ■■■■■■■■■■■ ■■■I■■■■■■■■ ■■ 11■■■■■■■1 ■■■■I■■■■■■■ ■■■■■■■■■■■ ■11111■ ■111■ U■■ mu■■■■ U■■IU■■■■■■ ■■-■■■I■■■■1U■■■IUI■■■U■ ■ I■■■UU■■ 111111■ LI I..UL.IiiIIiIL.HI1■■■ ot •.UHLIII lily 6.AIIUIIUI�1_mm� __!UI1�I�U����U ___mmuttoi 1111■■■1 1111■■ ■■■■ ,. ■■■■■■■■ ,. EPI: •3:H4 ■■■■■■■■ �:, EP1:'4:H4 �r■■�������(fiiii► ,N ��I��e����fL'�►:.Gayaya:c���������ilL�f VEP2:3:H2 11111111111111 �� ■ 1� 11. ■■ ■■ ■■ ■ 11■ ■■ 1■ 1111 ■1116111111611111611111 111111111111111111111 ■■■■■■ ■■■■■■■■■■■ ■■1■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■ NNE=II••UIj■1■■■1111■■1 ■ 1■■1■■■�■ ■ T■■ ■■U ■■1II ■■ 1■ ■■Amp min� i ■■■� ■ ■1111■■11111■■I ■■■11111■■■■ ■■ ■■■Is■■■■■■■ ■� ■q1■�0 UUmI S■■■ ■■■■■■■ ■■ ■■■■■■1 ■■■■ ■■ ■■■■1► ■■ ■■■■■1► ril■�11YYi■■■■■■■■1� �EP1:'4:H5 �'■ Q FAMIll m ■■■■■■■■1�TVEP2: •2.H5 ■■■■■■■■1�, ■■■■■ � a ate. , ■■■MM ■ 5M■■■•■1 ■I■■■■■■■■■II■■ In imm_ ■■■UIII'IIII'IIIU1I1I m■o■■■■1111■■■■■■■m■■� ■ mo ■■■■ �■i■■ ■■ ■m - _ _ ■■■■i ■■iii ■ ■■i■ ■■■ri■■■■■ ■ i■■ - ■■!! a m■■ ■ ilii■■■■ii■ ■■■ii■■■■■■i ■i■■ilii 1111■■■ 1■■■■ ■ ■■■■ ■■■■■■■■11■■ 1■■ ■ 111!■■■ ■■■■I■■■■■■■ ■■■■■■■■■■■ UUUUU■■ ■■■■■ 11111111111111111111111111111 ■■■■■■■■■■■ ■1 11 111■■■ ■■■II■1■■■■■ ■■■■■■■■■■■ ■■■■1■■■ VEP1:2:H6 EPi: •3:H6 1/8" VEP :P2:H1 CRA23000 (DA -150) VEP 1 PDUD2000 V P1:P3:H1 CRA22000 (DA -150) I 1/8" VEP1:P4:H1 MECH 7 124 CRA21000 C• A20000 FUT. CRA1 000 (DA -150) ■ PDUC20 ►� (dA -150) (DA -15 ) ■■Iirmi ■■fiiiiiir■1 _-1 1•11E_!! IS! ■■M■R■''Ii Ls • DIN' DO • NOT IN SCOPE ______ _ __ Argauterio•jarooll Vlorc 1/8" VEP2:P1:H1 PDUB2000 Eo -1-1/8" FUT. CRA18f (DA -150) NOT AN EXIT PRE -ACTION 116 89 SF yr /AFL_ vE :Rag UP ■iil� liiUli ■ 11 �■ L� 1 Waal 25RXt • NM= ®�_ ■ ■ ■■ NMEN MMORIERNEEI 1104MMMIONdr ■ mE■■ ,- - I I�EPPPH6 ■■■,1�� ■ ■■■ 1 ■ 1■■ ■l X11■ ■■■1 ■■11 ■■' ■■■■�■■ ■■ m ■■■��■■■■■■�1111■■ 1111 '1111 MEM ` VEP2 1 H6 ■�■■ 111111111 EP2 2 H8 11111=11111111111111 �■■1■■ 1111■■ ■1■■I■■■■ ■ ■ ■� ■■��■■ ��11■■■■■■■■ 1111 111 1111■1 1�1®11, ■■■■IIS ■1111■1■■■ ill! ■ ■ ■■ UU■■ ■U■■■ --1U■■ 1111 ■■■■1111 ■■■■� - �■■■■o■■■�■■■ mu 1111■■ ■■■■■■ ■■■I■■■■■■■■ ■■ 1 ■■■■■■■ ■■■■I■■■■■■1 ■■■■■■■■■■■ ■■■■I■■■ .. :„ ■■■■■■■■U■ � ■ ■■■■■■■,1■■■■■■■■■■■ 111111111111111111111,111111 ■11111■ 1111 � t■ ■ 11111111111111111 ... . ■D ■ -■■■0J► EPI.3.H7 RE EP1. 4.H7 �■■ ■1/ ,/■■ ■■111 1/8 0 VEP2.2:H7 -1111_IND ► ■■■■, ■■t ■■■■U■■■U■U o■■ I■■■■ ■■ i■■1UII■ .U■� ■I iuuuiu■•■uu■■ U■■I■■■mum 1■■■■t■■■ 1 __11_■■!_____ MEN] 11111111 • low maw I■■ 1 1 7 �'I�b1Y�'i'i��'�W,'M?Y 'dtUYw�b 54SUYw?i 'Ih{+Yl':J {1'j■�Vr�21411:2, MOMS N 6 SCALE: 1/8” = 1'-0" 0 8 16 24 32 40 DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 12/6/2018 SUBMITTAL JFM TAB II SYMBOL • NM= ®�_ ■ ■ ■■ NMEN MMORIERNEEI 1104MMMIONdr ■ mE■■ ,- - I I�EPPPH6 ■■■,1�� ■ ■■■ 1 ■ 1■■ ■l X11■ ■■■1 ■■11 ■■' ■■■■�■■ ■■ m ■■■��■■■■■■�1111■■ 1111 '1111 MEM ` VEP2 1 H6 ■�■■ 111111111 EP2 2 H8 11111=11111111111111 �■■1■■ 1111■■ ■1■■I■■■■ ■ ■ ■� ■■��■■ ��11■■■■■■■■ 1111 111 1111■1 1�1®11, ■■■■IIS ■1111■1■■■ ill! ■ ■ ■■ UU■■ ■U■■■ --1U■■ 1111 ■■■■1111 ■■■■� - �■■■■o■■■�■■■ mu 1111■■ ■■■■■■ ■■■I■■■■■■■■ ■■ 1 ■■■■■■■ ■■■■I■■■■■■1 ■■■■■■■■■■■ ■■■■I■■■ .. :„ ■■■■■■■■U■ � ■ ■■■■■■■,1■■■■■■■■■■■ 111111111111111111111,111111 ■11111■ 1111 � t■ ■ 11111111111111111 ... . ■D ■ -■■■0J► EPI.3.H7 RE EP1. 4.H7 �■■ ■1/ ,/■■ ■■111 1/8 0 VEP2.2:H7 -1111_IND ► ■■■■, ■■t ■■■■U■■■U■U o■■ I■■■■ ■■ i■■1UII■ .U■� ■I iuuuiu■•■uu■■ U■■I■■■mum 1■■■■t■■■ 1 __11_■■!_____ MEN] 11111111 • low maw I■■ 1 1 7 �'I�b1Y�'i'i��'�W,'M?Y 'dtUYw�b 54SUYw?i 'Ih{+Yl':J {1'j■�Vr�21411:2, MOMS N 6 SCALE: 1/8” = 1'-0" 0 8 16 24 32 40 DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 12/6/2018 SUBMITTAL JFM TAB II SYMBOL DESCRIPTION PACP PREACTION CONTROL PANEL NACPS # FIRE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) MODULE MANAGEMENT SYSTEM (MMS) PREACTION EGE VESDA ASPIRATING SMOKE DETECTOR Vii" VESDA POWER SUPPLY © xxx ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR (XXX = ADDRESS) M XXX ADDRESSABLE MONITOR MODULE (XXX = ADDRESS) ® M xxx ADDRESSABLE MINI INPUT MODULE C xxx ADDRESSABLE CONTROL MODULE (XXX = ADDRESS) E! xxx ADDRESSABLE RELAY MODULE (XXX = ADDRESS) ®HSC#d FIRE ALARM CEILING MOUNT HORN/STROBE CdCANDELA =sA6aRcuir# =E MODULE MANAGEMENT SYSTEM lal MAINTENANCE/DISCONNECT SWITCH Xie VESDA SAMPLE PORT (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER CX:: VESDA CAPILLARY (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER THHN SPRINKLER TAMPER SWITCH RED PREACTION LOW AIR SWITCH Ill SPRINKLER WATERFLOW SWITCH 14 AWG PREACTION SOLENOID w RED BLACK WIRE CHART TAG # QTY GAUGE TYPE DESCRIPTION COLOR A 2 16 AWG THHN SLC DATA LOOP 3 YELLOW BLUE B 2 16 AWG THHN SLC DATA LOOP 4 YELLOW BLUE C 2 16 AWG THHN AUXILIARY 24VDC ORANGE BROWN D 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #1 RED BLACK E 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #2 RED BLACK F 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #3 RED BLACK G 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #4 RED BLACK H 2 24 AWG BELDEN VESDA NET BELDEN 9841 EXAMPLE: 12,3 CONDUIT WIRE TYPE SEE CHART T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP SHALL BE USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG S WRITTEN CONSENT. 6ETGFire SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA, WA 98168 NICET OR PE REVIEW: TAB 11 DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 6 OF 7 SHEET: V -I CLIENT: DATE: 2 9 A B C D E • -- • VESDA DETECTION SUBFLOOR LAYOUT • CONFERENC 111111111111111111 MIIIMMEM MEM ■■ 3000- 1i) '1 D2iii VEP4: 2:H1 ■ CR 21i0i (D— -O 1111■■■ 1111■■■ ME IN NI 111 • • MD • • 111102 1 • • • • ■■I1 ■■ NMI 3:H3 11111111.11111 EP3: 3:H4 r1 1 111 VEP3: 4:H2 111111 ■■ 11 1111 11 M■, ■ L•i. 3 1110 111111111111 MI MI OE 1 0 I1i!Il1uuimuuioui •■ ■■611 101161 •iimI MEI Co is= 1 11111rya 1 Eau 11.1 :i ■■■ 1111 NOT IN SCOPE PRE -ACTION 116 89 SF LAPArirA Warr 1► // LC #00 I � -101�—� 3.- 4, EP 4 iii■i ■ ■i�ii��i■■ i.hi_iHuii__hiili..ii•___ I NM MEM ME 1111 III MEM 11 ME 41211 1111111111111111 VEP4: 2:H3• II 11111 MIN 111111111 • ■■■ 1111■ ■■■ ■■■■■ ■■■ 1111■■ ■■ VEP4:P2:H4 111 mum mi II 11111 4:1111111 1:11 11:1 611:111 II: Ili 111 MEM iu1uII�■ ■ - ■■ �11.1!!!!! 111111�■■■■■■ 1111■■ ■1111■ ■ __■■ 1111 ED CM I p o .. ^�� +VEP4.'1:H5 �--■■ VEP4:'2:H5 ■■■� EMI= NM MIN ■=maid i■ - AT 1 ■■ �i■■ 1■■i1� Fill III Ip:ii___1 ■�I ■■■ ■ENMEM 1 ■111EP4.iH6 ■■�I ■■■ ■■ 1/8 91111 II MENEM 111=111 11.111111111 VEP4. 3.H1 iiil ■■ ■■ pommis moo mom= mommm mmumms • IN la mom 111 11100 P4:'4: NM MI MEM MEE ■ 911111 ■ P4:P4: 1/ a 1 1111111 wrom ■ ■■ l I■■111 3:H7 ■��—■ EP3 •4:H7 ■■_-. 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DATE: DESCRIPTION: DRAWN BY: APPROV BY: CLIENT: 0 12/6/2018 SUBMITTAL JFM TAB II SYMBOL DESCRIPTION PACP PREACTION CONTROL PANEL NACPS # FIRE ALARM NOTIFICATION APPLIANCE POWER BOOSTER(# =NUMBER) (+) MODULE MANAGEMENT SYSTEM (MMS) PREACTION EC VESDA ASPIRATING SMOKE DETECTOR ESE VESDA POWER SUPPLY © XXX ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR (XXX = ADDRESS) Z xxx ADDRESSABLE MONITOR MODULE (XXX = ADDRESS) ©XXX ADDRESSABLE MINI INPUT MODULE C XXX ADDRESSABLE CONTROL MODULE (XXX = ADDRESS) x xxx ADDRESSABLE RELAY MODULE (XXX = ADDRESS) (ED: FIRE ALARM CEILING MOUNT HORN/STROBESikrR��E MEE MODULE MANAGEMENT SYSTEM MI MAINTENANCE/DISCONNECT SWITCH > VESDA SAMPLE PORT (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER CX/11x8'VESDA CAPILLARY (SEE PLANS FOR DRILL SIZE) HX=HOLE NUMBER T SPRINKLER TAMPER SWITCH L PREACTION LOW AIR SWITCH E SPRINKLER WATERFLOW SWITCH 14 AWG PREACTION SOLENOID NO E:j RED BLACK WIRE CHART TAG # QTY GAUGE TYPE - DESCRIPTION COLOR (+) (-) A 2 16 AWG THHN SLC DATA LOOP 3 YELLOW BLUE B 2 16 AWG THHN SLC DATA LOOP 4 YELLOW BLUE C 2 16 AWG THHN AUXILIARY 24VDC ORANGE BROWN D 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #1 RED BLACK E 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #2 RED BLACK F 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #3 RED BLACK G 2 14 AWG THHN NOTIFICATION APPLIANCE CIRCUIT #4 RED BLACK H 2 24 AWG BELDEN VESDA NET BELDEN 9841 EXAMPLE: CONDUIT WIRE TYPE SEE CHART T -TAPPING IS NOT PERMITTED. ALL TERMINATIONS TO BE MADE AT DEVICE OR EQUIPMENT. ANY NECCESARY FIELD SPLICES, A SCREW DOWN TERMINAL STRIP SHALL BE USED WITH WIRES LABELED ON BOTH ENDS, IN A LABELED JUNCTION BOX. WIRE NUTS OR SIMILAR SHALL NOT BE USED. 9 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF ETG AND ALL RIGHTS ARE EXPRESSLY RESERVED. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT ETG S WRITTEN CONSENT. ETGFIre SPECIAL HAZARDS FIRE PROTECTION Denver • Seattle www.etgfire.com DRAWN BY: JFM DATE: 12/6/2018 REVISED BY: JFM DATE: 12/6/2018 PROJECT MANAGER: AJT DATE: 12/6/2018 PROJECT ENGINEER: DATE: EDGE CONNEX SEATTLE 3425 S. 116TH ST. TUKWILA, WA 98168 NICET OR PE REVIEW: TAB II DATE: 12/6/2018 SCALE: AS -NOTED DRAWING NUMBER: 1027-17017 PAGE #: 7 OF 7 SHEET: V-2 CLIENT: DATE: 2 5 8 9 ❑ Without Comments ❑ As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire r'revention Bureau for conformance with current City tandarcis. Acceptance is subject to errors and ornissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally withlha designer. Additions, dietions r. revisions to these..drawings after. this date will void this acceptance and will require a resubmittal of rev'.sed drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /2. g Bv: TUM U IA FIRE DEPARTMENT Pease call 206-57546,07 and give this Fire Permit No. ,S'- 2- 4 and exact address for shut- down or restoration approval. ADJUSTABLE PIPE STAND t-7.'• SPRINKLER PIPE. j �u f-'� PIPE SADDLE ........................... WELDED CONNECTION Th" SCH.40 PIPE 1'h" ADJUSTABLE NUT 2" SCH.40 PIPE - 2" THREADED FLANGE (BOLT TO GROUND) TRAPEZE HANGER DETAIL -- -WOOD JOIST SAMMY SCREW 318" ROD - PIPE ALL THREAD ROD ---- ., SWIVEL RING --__*-1" PIPE,._....,.•. r : BEAM CLAMP ...__...._i REFERENCE NFPA 13 2013, SECTION 9.1:1.7 FOR SIZING WOOD SIDE SAMMY SCREW WOOD JOIST -__ .____ SAMMY SCREW 318" ROD -- WOOD VERTICAL SAMMY SCREW BRACH LINE RESTRAINT SAMMY SCREW LONGITUDINAL BRACE DETAIL SOLID WOOD BEAM TOLCO FIG 906 TOLCO FIG 980 BRACE ANGLE -.... 45°-59 ............. TOLCO FIG 4L- - -- LATERAL BRACE DETAIL 1" SCH.40 PIPE SPRINKLER PIPE BRACE ANGLE 45° . 59° TOLCO FIG 1001 --- "FAST CLAMP" SOLID WOOD BEAM- . TOLCO FIG 906 THOUGH BOLT (2) TOLCO FIG 980 - -- i 1" SCH.40 PIPE SPRINKLER PIPE DETAILS ERICO PIPE ATTACHMENT DATA CENTER PENDENT AND UPRIGHT 1" GALV SPRIG....._.... VARIES-- SEE PLAN 1" X 0-4 GALV- - SSU SPRINKLER 1"X0-4GALV 1.71. .4 -.KR BANCHLINE. 1"X7.51h"GALV DROP VICFLEX STAINLESS STEEL BRAIDED HOSE _ MOUNTING BRACKET CEILING SEE PLAN FOR HEIGHT NOT TO SCALE. -CONCEALED SPRINKLER EXISTING SITE PLAN NORTH NOT TO SCALE SHEET INDEX. - PERMIT / SHOP DRAWINGS SHEET NUMBER FP -1 SHEET DESCRIPTION COVER SHEET I SITE PLAN REVISION # 0 REVISION DESCRIPTION SHOP DRAWING SUBMITTAL FP -2 - DEMO PLAN FIRE PROTECTION PLAN 0 0 SHOP DRAWING SUBMITTAL FP -3 SHOP DRAWING SUBMITTAL ROOF VIKING VK300 BRASS UPRIGHr - TYP A WAX= I FM PM r - ATATATAW 0 RETURN BEND - TYP SEE DETAIL SHEET FP -1 11h' BRANCH LINE - TYP 1"DROP'-TYP ,,1" FLEXHOSE - TYP -wv MAY \VIKING VK462 WHITE CONCEALED (TYP) DATA UNITS TOP OF STRUCTURE 23`-0"" BOTTOM OF STRUCTURE 21'-6" LAY IN CEILING 12'-0" TOP OF BOX 7'-6" DATA HALL SECTION NOT TO SCALE RAISED METAL FLOOR 0'-0 yilCRETE SLAB -2.6" PROJECT INFORMATION GENERAL SCOPE OF WORK: START POINT OF WORK: OCCUPANCY HAZARD CRITERIA OF: WATER SUPPLY DATA: SOURCE OF WATER SUPPLY DATA: LOCATION OF RISER: BUILDING CONSTRUCTION: ROOF: - SLAB: STRUCTURAL MEMBERS: WALLS: MATERIALS: PIPE: FITTINGS: SPRINKLER HEADS: CONTROL VALVE: SUPERVISION: ALARM: WATERFLOW SWITCH: MODIFICATIONS OF EXISTING FIRE SPRINKLER SYSTEM (S) IN ACCORDANCE WITH NFPA 131 CITY OF TUKWILA SEE PLAN ORDINARY HAZARD GROUP I 129 PSI STATIC, 20 PSI RESIDUAL, 4270 GPM DISTRICT #125 ON 1213118 AS INDICATED ON DRAWINGS PLYWOOD N/A WOOD BEAM STEEL FRAMING UL LISTED / FM APPROVED SCHEDULE 10140 GALVANIZED PIPE .. CAST IRON THREADED AND DUCTILE IRON GROOVED FITTINGS VIKING QR VICTAULIC 705 BUTTERFLY VALVE BUILT IN TAMPER SWITCH ON VALVE 10" ELECTRIC BELL SYSTEM SENSOR FLOW SWITCH GENERAL NOTES 1. ALL THREADED PIPE TO BE SCHEDULE 40 REGARDLESS OF SIZE. 2. ROLL GROOVED PIPE TO BE SCHEDULE 10140 REGARDLESS OF SIZE. 3. ALL DRY SYSTEM PIPE TO BE GALVANIZED, C FACTOR =100 PER NFPA 13 REQUIREMENTS. 4. EARTHQUAKE BRACING TO BE PROVIDED IN ACCORDANCE WITH NFPA 13. 5. ALL COMPONENTS SHALL BE UL LISTED 1 FM APPROVED. 6. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 7. ALL FLEXHOSES TO BE VICTAUUC AH2 EITHER 48" OR 72" IN LENGTH. 8. ALL HANGERS TO BE IN ACCORDANCE WITH NFPA 13. 9. ALL PIPING DIMENSIONS ARE CUT LENGTH. 10. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND THEIR STRUCTURAL REPRESENTATIVE. 11. OWNER IS RESPONSIBLE FOR PROVIDING ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING FOR AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEMS. 12. OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM(S). 13. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION AND IS EXCLUDED FROM THIS CONTRACT. 14. PAINTING OF SPRINKLER PIPE AND PROTECTION OF PIPE FROM PAINT OR CONSTRUCTION ACTIVITIES (SUCH AS FIRE PROOFING) IS BY OTHERS AND EXCLUDED FROM THIS CONTRACT. DETAILED SCOPE OF WORK 1. DEMO EXISTING OVERHEAD SPRINKLER SYSTEM 2. CUT EXISTING 8" MAIN AND CAP OUTSIDE OF PREACTION SYSTEM AREA. 3. INSTALL NEW DOUBLE INTERNLOCK PREACTION SYSTEM IN DATA HALL. 4. INSTALL NEW DOUBLE INTERLOCK PREACTION SYSTEM IN ELECTRICAL ROOM. 5. AREAS WITH DROP CEILINGS TO HAVE PENDENTS INSTALLED BELOW AND UPRIGHTS INSTALLED ABOVE TO PROTECT WOOD STRUCTURE. 6. WSFP SCOPE DOES NOT INCLUDE ANY INSTALLATION BELOW RAISED METAL FLOOR. NEW 4" SUPPLY EXISTING PRE -ACTION SYSTE EXISTING PRE -ACTION SYSTEM TO NEW PREACTION SYSTEM -NEW 4" RELIABLE. BUTTERFLY VALVE (TEST VALVE) NEW 4" RELIABLE EX PREACTION VALVE DOUBLE INTERLOCK TRIM NOT SHOWN CONNECT DRAIN TO EXISTING DRAIN -NEW 4" RELIABLE BUTTERFLY VALVE EXISTING MANIFOLD SUPPLY - EXISTING RISER MANIFOLD NEW RISER MANIFOLD EXTENSION EXISITNG WET SYSTEM EXISTING DRAIN RISER DETAIL NOT TO SCALE Jackson De n CannIruntinn Anti r : ; Spat, PSFMechn c31. NITY MAP DR a 2a1� TUB, y1r� E cie 97Z r NORTH NOT TO SCALE rr Western States Fire Protection Co. Pwt'eefi 9 ,Zeite.i a oe pw4enty a vv.rcin: wry „f API GAWP. tnc. 14690 NE 95TH ST, UNIT 101 REDMOND, WA98052 TEL. 425.881.0100 WWW.WSFP.COM STATE LICENSE # WESTESF136QF OWNERSHIP OF DOCUMENTS ALL DRAWINGS,SPECIFICATIONS,AND OTHER WORK PRODUCT OFTHE ENGINEER FOR THIS PROJECTARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT 19 COMPLETED OR NOT. REUSE OFANY OFTHE INSTRUMENTS OF SERVICE OF THE ENGINEER, BY THE OWNER OR EXTENSIONS OF THE PROJECT WTTHOUTWRDTEN PERMISSION OF THE ENGINEER SHALL BEATTHE OWNER'S RISK AND THE OWNER AGR EES TO DEFEND, INDEMNIFY. 500 HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, D7MAGES,AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE ENGINEER'S IVSIRUMEM1TS OF SERVICE 8Y THE OWNER OR ST OTHERS ACTING THROUGH TIE OWNER - MINN M.I. t 1 0 V 0 Z H w 0 r .� Mtll W LL - e CO owp. . 0107w aos ban lw+rwwlwomrsesiormissamm i REVISIONS NO. DATE 12/05/18 DESCRIPTION FOR APPROVAL %5 \ /8\ DRAWN BY AG WSFP PROJECT NUMBER KG0888 NORTH: 21 0 4 8 SCALE 1/8" =1'-0:' TA HALL 2 EDGE CONNEX D LA, WA 98168 COVER SHEET / SITE PLAN PRINT DATE 12/05/18 FP -1 HANICAL YARD 122 2784 SF 1 if D NG 11 5 o� S, yv oP PIPING TO REMAIN 111_ -I C RA24 m 2004 SF (q {N CRA23000 (I A-150) I 11 CRA22000 = CRA21 00 (DA 150) 17 (DA -1 0) �U hill L[i '1 i i —Ili td �l� 111E film. 1 9§_ r 123 0 0 0 Y { MECH-1 { 104 DATA HALL 2 120 1 14'-6 CLG 6 1 T m_mi 1 PIPING TO REMAIN it NOT IN SCOPE MIMOMMIMIMIOM t PHASE -2. (THIS SUBMI JAM - 129/ 102 101 GENERAL NOTES DETAILED SCOPE OF WORK 1. DEMO ALL EXISTING PIPING IN SCOPE OF WORK. 2. ALL DEMO IS TO OCCUR AFTER NEW SYSTEM HAS BEEN INSTALLED AND TESTED. 3. CUT AND CAP EXISTING 8" MAIN PAST DATA HALL WALL. ADD NEW HANGER TO SUPPORT LOAD IF REQUIRED. DEMO PLAN 1 o 1. ALL THREADED PIPE TO BE SCHEDULE 40 REGARDLESS OF SIZE. 2. ROLL GROOVED PIPE TO BE SCHEDULE 10140 REGARDLESS OF SIZE. 3. ALL DRY SYSTEM PIPE TO BE GALVANIZED, C FACTOR =100 PER NFPA 13 REQUIREMENTS. 4. ALL PIPING SHALL BE TESTED AT 200 PSI OR 50 PSI IN EXCESS OF SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER. 5. EARTHQUAKE BRACING TO BE PROVIDED IN ACCORDANCE WITH NFPA 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA 13. 7. ALL COMPONENTS SHALL BE UL LISTED i FM APPROVED. 8. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 9. ALL FLEXHOSES TO BE VICTAULIC AH2 EITHER 48" OR 72" IN LENGTH. 10. ALL HANGERS TO BE IN ACCORDANCE WITH NFPA 13. 11. ALL PIPING DIMENSIONS ARE CUT LENGTH. 12. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND THEIR STRUCTURAL REPRESENTATIVE. 13. OWNER IS RESPONSIBLE FOR PROVIDING ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING FOR AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEMS. 14. OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM(S). 15. PAINTING OF SPRINKLER PIPE AND PROTECTION OF PIPE FROM PAINT OR CONSTRUCTION ACTIVITIES (SUCH AS FIRE PROOFING) IS BY OTHERS AND EXCLUDED FROM THIS CONTRACT. 16. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION AND IS EXCLUDED FROM THIS CONTRACT. 17. PER NFPA 13 2013 ED SECTION 6.2.9. A SUPPLY OF: (12) SPARE SPRINKLERS, (1) SPRINKLER WRENCH AS SPECIFIED BY THE MANUFACTURER FOR EACH TYPE OF SPRINKLER AND A COMPLETE LIST OF ALL SPRINKLERS INSTALLED SHALL BE LEFT IN THE SPRINKLER HEAD BOX AFTER PROJECT COMPLETION. SPRINKLERS SHALL CORRESPOND TO THE TYPES AND TEMPERATURES INSTALLED IN THE PROPERTY. KEY PLAN NORTH NOT TO SCALE Western States Fire Protection Co. Protector, Zive..1 curd PlOotty 14690 NE 95TH ST, UNIT 101 REDMOND, WA 98052 TEL. 425.881.0100 WWW.WSFP.COM STATE LICENSE # WESTESF136QF OWNERSHIP OF DOCUMENTS ALL DRAVVINGS, SPECIFICATIONS, ANO OTHER WORK PRODUCT OF THE ENGINEER FOR MS PROIECTARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLYANO SHALL R EMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTAUMEMS OF SERVICE OF THE ENGINEER, BY THE OWNER OR EXTENSIONS OF THE PROJECT WITHOUT WRITTEN PERMISSION OF THE ENGINEER SHALL [MAME OWNER'S RISK ANO THE OWNER AGREES TO DEFEND, INDEMNIFY. AND HOLD HARMLES3 THE ENGINEER FROM ALL CLAIMS, ['WAGES, AND EXPENSESINCLUOiNG ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE ENGINEERS INSTRUMENTS or SERVICE By 11-.E OWNER OR 55 OTHERS AtTiNG TIIROU0t1 THE OWNER Ul • co D- O Li • LU 0 it 4 ti co 1 1 1 REVISIONS NO. DATE 12/05/18 DESCRIPTION FOR APPROVAL DRAWN BY AG WSFP PROJECT NUMBER Sprinkler Legend - Total For This Level Note Concealed Data Hall Mech Rooms Finish Brass 1 Quick Quick 153 Type Li. in in to tti ui Ci X 70:571 P2.4 NORTH TA HALL 2 EDGE CONNEX D CO 0 LA, WA 98168 0 2 0 PRINT DATE 12/05/18 -....... Ps.-- LU '1 N z m ONI z low 1v N N 0 MECHANICAL YARD 122 2754 SF 2W' SCH,40 X 8-0 2'/z"SCH40X8-0 2'/z" SCH,; 40 8-0 LOADING 0CK 315 REFER TO CONDUIT DETAIL THIS SHEET FOR OBSTRUCTION INFORMATION 41. y4 4 > n�,M1 ,�i- r°? ClA22000 �? ° DA -150 I 4,1%soi Ni -..111' o G'dRA23000 o if$ 0.-7. cvtv......,.. DA -1 0 2V2 f 0'-9'/z 7'-11/2: 0 �d�1n" c4 = 1 5'-8 FFA - 2'3 TS Q j 5Q 4^ d1 : • ,1,0 RE -ACTION CRA2z 8'-2 7-1 tir 4 N., CO aei aF 2'/x ,...�, a„ s J tv 21 16'-7 c' . 1' - ?'-11'/z ..`• � i,� k� 3;1i' 01,:9l2' i°' 1 14 MO M ELM in MT lin-MCI 1=111 - 'STAGE , q,`' + f = 14'Z' 117 ^i.� 2 O %"!? 5Q 1'-9'Y 6;292 +:-r2.11'/xT 200TS 25 MECH 5 NO'-2'/zFF:, 122 9.-111/2 6'-81" .. /1 STORAGE 1 121 CONTINUE TO SUPP raftwei APPROX 375' 8" SCH 10 TO EXISTING RISER TO EXISTING 12" CONNECTION APPROX 100' 8" DI CLASS 52 0 APPROX 1300' 12" DI CLASS 52 TO FIRE HYRDANT Memo in t NOT IN SCOPE PHASE 2 (THIS SUBMI JAN IT 129 d• LANDING -- 4 103/ MECH-3 er 1'-8 TS 205% 1'48TS(t. 20'-5 FFt__-. (5'-9'h 1'-10 TS t 20'4% FF ,s4 6'-2'/2 I 12'-3 MMR20 101 DETAILED SCOPE OF WORK 1. INSTALL NEW DOUBLE INTERLOCK PREACTION SYSTEM IN DATA HALL AND ASSOCIATED MECHANICAL ROOMS. 2. INSTALL NEW DOUBLE INTERLOCK PREACTION VALVE TO EXISTING RISER ROOM. 3. INSTALL NEW 4" BULK PIPING FROM EXISITNG 8" MAIN TO EXISTING RISER ROOM. 4. INSTALL NEW QR PENDENT SPRINKLERS IN NEW OFRCE AREAS. 5. INSTALL NEW UPRIGHT SPRINKLERS ABOVE CEILINGS DUE TO COMBUSTIBLE CONCEALED SPACES. 6. PER NFPA 13 PREACTION MAINS TO SLOPE 114' PER 10' AND BRANCH LINES TO SLOPE 112" PER 10'. CONDUITS TO BE 21/2" IN DIAMETER 15" FROM CEILING 3" GAP BETWEEN EACH CONDUIT CONDUIT DETAIL NORTH FIRE PROTECTION PLAN NOT TO SCALE Hydraulic Information Remote Area Data Hall OCCUPANCY CLASSIFICATION ORDINARY GROUP I DENSITY (GPINFT2) 0.15 FOR 1950FT2 (ACTUAL 2028FT2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 22 K -FACTOR 5.6 TOTAL WATER REQUIRED 801.63 TOTAL PRESSURE REQUIRED 108.460 BASE OF RISER (GPM) 551.63 BASE OF RISER (PSI) 79.329 I_ Brass Hydraulic Information Remote Area Mech Room OCCUPANCY CLASSIFICATION ORDINARY GROUP I DENSITY (GPM/FT2) 0.15 FOR 1950FT2 (ACTUAL 1670FT2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 17 K -FACTOR 5.6 TOTAL WATER REQUIRED 636.34 TOTAL PRESSURE REQUIRED 101.346 BASE OF RISER (GPM) 386.34 BASE OF RISER (PSI) 82.806 I_ Brass PRE -ACTION SYSTEM CAPACITY = 396.93 GALLONS z In III U) cr ow • CC VI X GENERAL NOTES 1. ALL THREADED PIPE TO BE SCHEDULE 40 REGARDLESS OF SIZE. 2. ROLL GROOVED PIPE TO BE SCHEDULE 10140 REGARDLESS OF SIZE. 3. ALL DRY SYSTEM PIPE TO BE GALVANIZED, C FACTOR 100 PER NFPA 13 REQUIREMENTS. 4. ALL PIPING SHALL BE TESTED AT 200 PSI OR 50 PSI IN EXCESS OF SYSTEM WORKING PRESSURE, WHICHEVER 1S GREATER. 5. EARTHQUAKE BRACING TO BE PROVIDED IN ACCORDANCE WITH NFPA 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA 13. 7. ALL COMPONENTS SHALL BE UL LISTED 1 FM APPROVED. 8. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 9. ALL FLEXHOSES TO BE VICTAULIC AH2 EITHER 48" OR 72" IN LENGTH. 10. ALL HANGERS TO BE IN ACCORDANCE WITH NFPA 13. 11. ALL PIPING DIMENSIONS ARE CUT LENGTH. 12. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND THEIR STRUCTURAL REPRESENTATIVE. 13. OWNER IS RESPONSIBLE FOR PROVIDING ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING FOR AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEMS. 14. OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM(S). 15. PAINTING OF SPRINKLER PIPE AND PROTECTION OF PIPE FROM PAINT OR CONSTRUCTION ACTIVITIES (SUCH AS FIRE PROOFING) IS BY OTHERS AND EXCLUDED FROM THIS CONTRACT. 16. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION AND IS EXCLUDED FROM THIS CONTRACT. 17. PER NFPA 13 2013 ED SECTION 6.2.9 - A SUPPLY OF: (12) SPARE SPRINKLERS, (1) SPRINKLER WRENCH AS SPECIFIED BY THE MANUFACTURER FOR EACH TYPE OF SPRINKLER AND A COMPLETE LIST OF ALL SPRINKLERS INSTALLED SHALL BE LEFT IN THE SPRINKLER HEAD BOX AFTER PROJECT COMPLETION. SPRINKLERS SHALL CORRESPOND TO THE TYPES AND TEMPERATURES INSTALLED IN THE PROPERTY. SYMBOL LEGEND - INDICATES A HANGER - INDICATES A GROOVED COUPLING (EXCEPT WHERE FLEXIBLE COUPLINGS ARE REQUIRED PER NFPA 13) 1 - INDICATES A HYDRAULIC NODE TAG r o^ - INDICATES PIPE ELEVATION (CENTERLINE) - INDICATES A 4 -WAY SWAY BRACE - INDICATES A LATERAL SWAY BRACE (PERPENDICULAR TO PIPE) • INDICATES A LONGITUDINAL SWAY BRACE (PARALLEL TO PIPE) - INDICATES LOCATION OF HANGER AND LINE RESTRAINT - INDICATES A FLEXHOSE AREA OF WORK NORTH KEY PLAN NOT TO SCALE Western States Fire Protection Co. Drettrt MO. 14690 NE 95TH ST, UNIT 101 REDMOND, WA 98052 TEL. 425.881.0100 WWW.WSFP.COM STATE LICENSE # WESTESF136QF OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT OF THE ENGINEER FOR THIS PROJECTARE INSTRUMENTS OF SERVICE FOR THIS PROJECTONLY AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER T'HE PROJECT IS COMPLETED OR NOT REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF THE ENGINEER. BY THE OWNER OR EXTENSIONS OF THE PROJECT WfTHOOT WRITTEN PERMISSION OF THE ENGINEER SHALL BE AT 'NE OWNER'S RLSK AND THE OWNER AGREES TO DEFEND. INDEMNIFY, 0141 HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEYS' FEES ARISING OUT OF UNAUTHORIZED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE EV THE OWNER CR 81' OTHERS ACTING THROUGH THE OWNER en titi rg 0 0 LU U1 re) U1 CO et ILI U. c0 w 12/10/2018 1 1 1 1 IR g Imseslimmuirrosimerreureitonl REVISIONS NO. DATE 12/05/18 DESCRIPTION FOR APPROVAL DRAWN BY AG WSFP PROJECT NUMBER KG0686 r Legend - Total For This Level Note Concealed Data Hall Mech Rooms I Office / Loading Dock Finish White White Brass I_ Brass Resp Quick Quick Quick Quick Quick CD 0 OZZtZV u. to tri in En LO el IV Model VK462 gin/ 1^ NORTH IG LU 0 al TUKWILA, WA 98168 FIRE PROTECTION PLAN PRINT DATE 12/05/18 EDGE CONNEX TENANT IMPROVEMENT 3425 SOUTH 116TH STREET TUKWILA, WA 98168 FIRE SPRINKLER SUBMITTAL SCOPE OP WORN 1. ADD AND RELOCATE FIRE SPRINKLERS TO ACCOMMODATE NEW TENANT FINISH WALL AND CEILING. LAYOUTS. 2. INSTALL TWO NEW PREACTION SYSTEMS IN PREACTION RISER ROOM TO: PROTECT NEW ELECTRICAL AND DATA ROOMS. NEW SYSTEM TO BE FED WITH NEW 4" FEED OFF THE EXISTING 8" WET CROSS MAIN. NEW PREACTION RISERS TO BE 3" RELIABLE DDX DOUBLE INTERLOCK TYPE D.WITH A SINGLE TANK MOUNTED AIR: COMPRESSOR. 3. INSTALL NEW WET MAIN AND BRANCH LINES TO SUPPLY NEW AREAS OUTSIDE OF THE PROPOSED PREACTiON ZONE. WET SPRINKLER HEADS TO BE SUPPLIED FROM THE 4"MAIN TIED INTO THE EXISTING 8" CROSS MAIN. 4. PREACTION SYSTEM PIPING TO SLOPE FOR DRAINAGE. MAINS ARE TO SLOPE 1/4" PER 10' AND BRANCH LINES ARE TO SLOPE W' PER 10 FEET PER NFPA 13 - 8.16.2.3.1 5. PREACTION SYSTEM TO DRAIN TO A NEW 6" HUB DRAIN LOCATED IN THE PREACTION ROOM. DRAIN TO BE INSTALLED BY OTHERS. 6. PREACTION SYSTEM WIRING TO BE DONE BY OTHERS UNDER SEPARATE PERMIT.. 7. PREACTION REMOTE AREAS ARE TO BE INCREASED BY 30% PER NFPA 13 11.2.3.2:5. DESIGN BASIS FOR BOTH PREACTION REMOTE AREAS TO BE 0.15 GPMIFT2 OVER 1,950 FT2. 8" WET SYSTEM REMOTE AREA IS DESIGNED TO 0.15 GPMIFT2 OVER 1,500 FT2. THE ACTUAL CALCULATIED AREA IS 945 FT2, WITH A 37% REDUCTION IN AREA PER NFPA 13.11.2.3.2.3.1. ONLY PENDENT HEADS ARE CALCULATED AS THEY ARE MORE DEMANDING THAN THE UPRIGHT HEADS. 9. FIRE SPRINKLERS TO BE INSTALLED IN. THE CENTER POINTS OF 2`x2' CEILING TILES OR THE. CENTERED QUARTER POINTS OF 2'x4' CEILING TILES. 10. THE EXISTING SYSTEM IS FED FROM AN 8" CROSS MAIN THAT TIES INTO AN 8" UNDERGROUND LEAD IN SUPPLIED FROM A 12" UNDERGROUND. MAIN THAT LOOPS THE BUSINESS COMPLEX. 11. AREAS WITH DROP IN CEILINGS ARE TO HAVE UPRIGHT AND PENDENT PROTECTION. PENDENTS TO COVER THE FLOOR SPACE BELOW THE CEILING AND UPRIGHTS TO PROTECT THE WOODEN STRUCTURE ABOVE THE CEILING. DESIGN CRITERIA THROUGHOUT: PER NFPA 13 (2013 EDITION) HAZARD: CORRIDORS & COMMON AREAS ORDINARY HAZARD GROUP 1 ELECTRICAL & DATA ROOMS ORDINARY HAZARD GROUP 1 TERIAL NOTES 1. ALL NEW PREACTION PiPE TO BE GALVANIZED. MAINS'TO BE SCHEDULE 10 PIPING AND BRANCH LINES, ARM OVERS AND DROPS TO BE SCHEDULE 40 PIPING. 2. ALL NEW WET PIPE TO BE BLACK PIPE WITH SCHEDULE. 10 MAINS AND SCHEDULE 40 BRANCH LINES, ARM OVERS, AND DROPS. 2. ALL NEW PREACTION THREADED FITTINGS TO BE GALVANIZED MALLEABLE IRON FITTINGS. 4. ALL NEW WET THREADED FITTINGS TO BE BLACK CLASS 175 DUCTILE IRON. 5. ALL GROOVED FITTINGS TO BE VICTAULIC GROOVED FITTINGS" 6. ALL NEW HANGERS TO BE SAMMY SCREWS OR SIDE SAMMY SCREWS UNLESS NOTED OTHERWISE. 7. SEISMIC STRUCTURAL ATTACHMENTS TO BE 518" OR 314" THROUGH BOLTS WITH TOLCO FIGURE 980 UNLESS NOTED OTHERWISE. GENE ` ,a L NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE ULIFM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER, DIMENSIONS AND. MAINS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13.. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA 13. . 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM.. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER. PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. OWNER IS RESPONSIBLE FOR ALL APPROPRIATE MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM. 10. ALL WIRING OF ELECTRICAL COMPONENTS TO BE DONE BY OTHERS. 11. "PAINTING OF PIPE, PREPARATION OR PROTECTION OF PIPE FOR PAINTING SHALL BE PROVIDED BY OTHERS AND IS NOT PART OF THIS CONTRACT. 12. EXISTING PIPING SHOWN AS DASHED. SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE REVISIONS SPRINKLER LEGEND RISER LEGEND 1 4" FEED FROM 8" CROSS MAIN [2]- 4" FLEXIBLE COUPLING 0- 4" RISER MANIFOLD 1-14- 2" PIPE STAND [D- 3" FLEXIBLE COUPLING [- 3" DOUBLE INTERLOCK PREACTiON RELIABLE MODEL D (WIRING BY OTHERS) 0711-1'%4' SYSTEM DRAIN DISCHARGE E -- 3" VICTAULIC 705 BUTTERFLY CONTROL VALVE (WIRING BY OTHERS) E- 3" FLEXIBLE COUPLING @ TOP OF RISER E -- 4 -WAY EARTHQUAKE BRACE @ TOP OF RISER ©- 2" DRAIN TO FLOOR DRAIN It2- NEW 6" FLOOR HUB DRAIN (BY OTHERS) n- JENNY AIR F138-30UMS 220 GAL, 113 HP TANK MOUNTED AIR COMPRESSOR YSTEM" CCEPT ❑ . Without Comments ' As Noted In Red e Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards, Acceptance Is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will vold.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: Li q -14 By: J TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. / `'/-S- o .a and mac{ -, address for shut- dow f1 storation approval. FINISH FLOOR FIRE SPRINKLER SECTION - PREACTION RISER FP -1 SCALE: 1/2" = 1'-Q" WATER FLOW DATA STATIC PRESSURE 127.0 PSI RESIDUAL PRESSURE 20.0 PSI FLOW . 4,000 GPM WATER DATA GIVEN FROM MARK AT KING COUNTY WATER DIST#125 - (206) 242-9547 PREACTION SYSTEM AIR CAPACITY DATA HALL 130.6 GAL ELECTRICAL ROOM 44.4 GAL REUABLE FIFAS6 BRASSUPIUGNT -TVP. ROOF HANGER NO. 14W SAMMY SCREW AND ROD Sammy Screw Lateral Brace 314" Through Bolt (2) Tolco Fig 906 Tolco Fig 980 Sway Brace Attachment Tolco Figure 1000 Fast Clamp 1" Sch 40 7'-0" Length Max Glulam Beam or Joist 3" Main To Be Braced MAX SPACING = 24'-0" Longitudinal Brace 5/B" Through Bo Glulam Beam or Joist Tolco Fig 980 Sway Brace Attachment Sch 40 7'-0" Length Max "+ Pipe To Be Braced Tolco F4L• Longitudinaligure Clamp MAX SPACING = 80'-0" DATA HALL SEISMIC DETAILS TATATAWATATAITAATRIATATATATATRAATATAINFIRIVATAIr RETURN BEND TYP SEE DETAIL SHEET FP -2 1'•.i r BRANCH LiNE -TYP TOP OF TRUCTURE 1" DROP' " TYP 1 "FLXHOSE - TYP BOTTOM OF STRUCTURE !'-6„ LAY IN CEILING TOP OF BOX T' -e" 4 11111111111111 FIRE SPRINKLER SECTION - DATA HALL FP -1 SCALE: 1/4" = 1'-0" SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 4 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE .'SYMBOL • DESCRIPTION ORIF. K 'TEMP. FINISH . NO. REQ. SYMBOL DESCRIPTION GRIP. K TEMP. FINISH NO. REO. anawrinewe HANGER SYMBOL CONT: NO.: KS2378 R SPRINKER HEAD TO BE RELOCATED DRAWN BY: RYNE FAKKEMA A SPRINKER HEAD TO BE ADDED SPRK. ON SHEET: 1111 FULL HEIGHT WALL SPRK. ON JOB: 168 X HANGER WITH BRANCH LINE RESTRAINT DATE:APRIL 21, 2014 RAISED METAL FLOOR OW' CONCRETE SLAB -2'4" HANGER NO. 15W SIDE SAMMY SCREW • side Sammy Screw Swivel Ring 'Joist or Glulam Beam Al Thread Rod Pipe HANGER DETAILS Lateral Brace 5/8" Through Bo Tolco Fig 980 Sway Brace Attachment -.-1"Sch 40 7'-0" Length Max Pipe To Be Braced MAX SPACING =.40'-0" Glulam Beam or Joist Tolco Figure 1000 Fast Clamp Longitudinal Brace 518" Through Bo Tolco Fig 980 Sway Brace Attachment Glulam Beam or Joist -1" Sch 40 7'-0" Length Max --.01--Pipe To Be Braced . . Tolco Figure 4L Longitudinal Clamp MAX SPACING = 80'-0" ELECTRICAL ROOM SEISMIC DETAILS SEISMIC DETAILS Lateral Brace 5/8" Through Bo Tolco Fig 980 Sway Brace Attachment -.-1" Sch 40 7'-0" Length Max Tolco Figure 1000 Fast Clamp Pipe To Be Braced Glulam Beam or Joist MAX SPACING (2W) = 30'-0" MAX SPACING (2") = 20'-0" Longitudinal Brace 5/8" Through Bo Tolco Fig 980 Sway Brace Attachment Glulam Beam or Joist 1' Sch 40 7' 0" Length Max a Pipe To Be Braced Tolco Figure 4L Longitudinal Clamp MAX SPACING (2W) = 80'-0" MAX SPACING (2' ) = 80'-0" WET SYSTEM HANGER NO. 15W SIDE SAMMY SCREW Side Sammy Screws Pipe Attachment When Branch lines are supported by rods greater than 6 Long Branch Line Restraint is required. Install Restraint as described above on the end sprinkler on aline and at intervals at required In NFPA 19, 2013 - 9.3.8.4. BRANCLINE RESTRAINT Western States Fire. Protection Company 14690 NE 95th ST, UNIT 101- REDMOND, WA 98052 Llc. # W ESTESF1360F WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS/PHOENIX/PORTLAND! RAPID CITY /3T. PAUL/SALT LAKE CITY/SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 PROJECT LOCATION EDGE CONVEX 3425 SOUTH 116TH STREET TUKWILA, WA 98168 FIRE PROTECTION COVER SHEET SHEET 1 OF 2 MECHANICAL YARD 122 EXTERIOR AREA NO AHS 21,'2" x 2" u- 9 EDUCING COUPLING\ ►��,- . ,ZOI- WET 2%" ZOI - WET t„," 1.41/2 lam4.1111+IIfwilli! I ,; LOADING DOCK L'lAii.Il�Nti�t!�a;11ll+ki{ili"p71�+' / %s //r/i/iA//%%& ELECTRICAL EQUIPMENT '//.�/rJ'j jr f! I til!!*7314!'!'E!!!?pf ELECTRICAL EQUIPMENT ELECTRICAL EQUIPMENT 4" x 2W REDUCING COUPLING AREA NOT IN SCOPE AREA NOT IN SCOPE 8 i®®® mmormin NOT SHOWN: 375' OF 8" %H10 PIPING 100' OF 8" DI CLASS 52 UNDERGROUND PIPING 1300' OF 12" DI CLASS 52 UNDERGROUND PIPING AREA NOT IN SCOPE AREA NOT IN SCOPE ELECTRICAL EQUIPMENT maw ix 116iit11.1lib l9- Alt I1lIW1114$nil 1smin I[I [}!AsJ:I4 0- �!R f { •8% I 21-0 b3" x 2%" REDUCING COUPLING 6 STAGE X11 ELECTRICAL EQUIPMENT ►' ISI.ir:111i91�iifi4!iiIlnP9iiri311''tiltat: ���al 11 ■- 111111111$111111111$1$11: tW.il1111111'k1111111LL11111111111111 PtI41111. U111111111$1111111#1111141$1111111$11111114 WWI *21-0 FF ZOI - ELECTRICAL ROOM rt.., l///......_.�/ ....... RETURN BENDS TYP - SEE DETAIL THIS SHEET H�1/I_ ti>I�LI i --J K i p //: ; rte.....1 , 7: r,./.4#.A3A V V' ,,-);/,' f eft - 1- !rJl%i' ...... _ _ .. (ice J_........'Z L/. Mi1rt1f% lf/� 7J/ r o f ELECTRICAL EQUIPMENT!r ,_ }C�'I ` LECTRICAL EQUIPMENT 44 .Ll�����A ki I j , 1. •8% I 21-0 b3" x 2%" REDUCING COUPLING 6 STAGE X11 ELECTRICAL EQUIPMENT ►' ISI.ir:111i91�iifi4!iiIlnP9iiri311''tiltat: ���al 11 ■- 111111111$111111111$1$11: tW.il1111111'k1111111LL11111111111111 PtI41111. U111111111$1111111#1111141$1111111$11111114 WWI *21-0 FF ZOI - ELECTRICAL ROOM rt.., l///......_.�/ ....... RETURN BENDS TYP - SEE DETAIL THIS SHEET H�1/I_ ti>I�LI i SHELL DATA UNRSAsymm/ /I AA ri.s.r .. ... pay opommo „las DATA UNITS `;!�A CORRIDOR. 108 ACT :-~ 20-3 FF* 14.7% $1111111.1111111111 JINNI 1111 4:xwnmx:.. LOBBY ACT 12'-D VESTIBULE ACT ISS 110 RETURN BENDS TYP - SEE DETAIL THIS SHEET N0p11-1 MAIN LEVEL FIRE SPRINKLER PLAN. SCALE: 1/8" 1'-0" STORAGE 1110.2 F1 FR56 BRASS UPRIGHT 1" x'/,' GALVANIZED REDUCER 1" GALVANIZED 90° ELBOW\ 1" x 8'-5 DROP TO FLEX HOSE AND PENDENT HEAD. \ofiIvvt O`w 1" GALVANIZED TEE i 11/4" BRANCH UNE TYPICAL RETURN BEND. DETAIL SCALE: NONE ELECTRICAL ROOM Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of :Connection Total Demand Flow(gpm): Pressure(psi): Ordinary Group I 210 19 5.6 0.5 0.15gpm/ft2 0.219 pm/ft2 1950.00ft2 (Actual 2004.21ft2) 429.12 74.04 DATA HALL Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: . K -Factor: . Orifice Size: • Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): - - Ordinary Group I 210 19- 5.6 0.5 0.15gpm/ft2 0.22gpm/ft2 1950.00112 (Actual, 1964.74112) 428.96 94.81 WET SYSTEM Design Basis - Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: . K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of. Connection Total Demand-Fiow(gpm): Pressure(psi) Ordinary Group I 210 13 5.6 0.5. 0.15gpm/ft2 0.30gpm/ft2 945.00ft2 (Actual 950.60ft2) 39.18 14.79 AREA OF WORK SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE . REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 4 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. amompfamomom HANGER SYMBOL 0 EXISTING UPRIGHT 1/2° 5.6 155°F BRASS . CONT. NO.: KS2378 • R SPRINKER HEAD TO BE RELOCATED . PENDENT - RELIABLE F1 FR58 (QR) 1/2" • 5.6 155°F CHR/CHR 21 DRAWN BY: RYNE FAKKEMA • A SPRINKER HEAD TO BE ADDED 0 UPRIGHT - RELIABLE F1 FR56 (OR) 1/2" 5.6 155°F BRASS 25 SPRK. ON SHEET: 168 1 1111 II FULL HEIGHT WALL 0 PENDENT - RELIABLE F1 FR56 (QR) 1/2° 6.6 200°F CHR/CHR 43 SPRK. ON JOB: 168 HANGER WITH BRANCH LINE RESTRAINT UPRIGHT - RELIABLE F1 FR56 (QR) 1/2" 5.6 200°F BRASS 74 DATE:APRIL 21, 2014 Western States Fire Protection Company 14690 NE 95th ST, UNIT 101- REDMOND, WA 98052 Lie : S: WESTESF136OF WESTERN STATES FIRE PROTECTION COMPANY- OFFICE$ LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS/ PHOENIX /PORTLAND / RAPID CITY/ST. PAUL/SALT LAKE CITU /SEATTLE Phone:425.881-0100 Fax: 425-881-3030 - - EDGE CONNEX 3425 SOUTH 116TH STREET TUKWILA, WA 98168 FIRE SPRINKLER PLAN SHEET 2 OF 2 o T ; rte.....1 ' / DATA uNRS r� rf f eft T l/� 1- !rJl%i' ...... _ _ .. (ice J_........'Z L/. Mi1rt1f% lf/� 7J/ r o f '... ,_ }C�'I SHELL DATA UNRSAsymm/ /I AA ri.s.r .. ... pay opommo „las DATA UNITS `;!�A CORRIDOR. 108 ACT :-~ 20-3 FF* 14.7% $1111111.1111111111 JINNI 1111 4:xwnmx:.. LOBBY ACT 12'-D VESTIBULE ACT ISS 110 RETURN BENDS TYP - SEE DETAIL THIS SHEET N0p11-1 MAIN LEVEL FIRE SPRINKLER PLAN. SCALE: 1/8" 1'-0" STORAGE 1110.2 F1 FR56 BRASS UPRIGHT 1" x'/,' GALVANIZED REDUCER 1" GALVANIZED 90° ELBOW\ 1" x 8'-5 DROP TO FLEX HOSE AND PENDENT HEAD. \ofiIvvt O`w 1" GALVANIZED TEE i 11/4" BRANCH UNE TYPICAL RETURN BEND. DETAIL SCALE: NONE ELECTRICAL ROOM Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of :Connection Total Demand Flow(gpm): Pressure(psi): Ordinary Group I 210 19 5.6 0.5 0.15gpm/ft2 0.219 pm/ft2 1950.00ft2 (Actual 2004.21ft2) 429.12 74.04 DATA HALL Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: . K -Factor: . Orifice Size: • Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): - - Ordinary Group I 210 19- 5.6 0.5 0.15gpm/ft2 0.22gpm/ft2 1950.00112 (Actual, 1964.74112) 428.96 94.81 WET SYSTEM Design Basis - Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: . K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of. Connection Total Demand-Fiow(gpm): Pressure(psi) Ordinary Group I 210 13 5.6 0.5. 0.15gpm/ft2 0.30gpm/ft2 945.00ft2 (Actual 950.60ft2) 39.18 14.79 AREA OF WORK SYMBOL LEGEND 2 -WAY EARTHQUAKE BRACE . REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA 4 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. K TEMP. FINISH NO. REQ. amompfamomom HANGER SYMBOL 0 EXISTING UPRIGHT 1/2° 5.6 155°F BRASS . CONT. NO.: KS2378 • R SPRINKER HEAD TO BE RELOCATED . PENDENT - RELIABLE F1 FR58 (QR) 1/2" • 5.6 155°F CHR/CHR 21 DRAWN BY: RYNE FAKKEMA • A SPRINKER HEAD TO BE ADDED 0 UPRIGHT - RELIABLE F1 FR56 (OR) 1/2" 5.6 155°F BRASS 25 SPRK. ON SHEET: 168 1 1111 II FULL HEIGHT WALL 0 PENDENT - RELIABLE F1 FR56 (QR) 1/2° 6.6 200°F CHR/CHR 43 SPRK. ON JOB: 168 HANGER WITH BRANCH LINE RESTRAINT UPRIGHT - RELIABLE F1 FR56 (QR) 1/2" 5.6 200°F BRASS 74 DATE:APRIL 21, 2014 Western States Fire Protection Company 14690 NE 95th ST, UNIT 101- REDMOND, WA 98052 Lie : S: WESTESF136OF WESTERN STATES FIRE PROTECTION COMPANY- OFFICE$ LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS/ PHOENIX /PORTLAND / RAPID CITY/ST. PAUL/SALT LAKE CITU /SEATTLE Phone:425.881-0100 Fax: 425-881-3030 - - EDGE CONNEX 3425 SOUTH 116TH STREET TUKWILA, WA 98168 FIRE SPRINKLER PLAN SHEET 2 OF 2 W Q '.T. O V 7 I cn cr CONDUIT NFO , / ION D PT. OF PIA 700 5TH AVE. S u rrE X200 SEATTLE, A (206) 84-8600 I]EN i .TY. SY BOL. DESCRIPTION PART NUMBER CHEETAH Xi ADDRESSABLE PRE -ACTION CONTROL PANEL CRM4 RELAY MODULE 10-066-B-1 FURNISHED WITH EQUIPMENT 10-2204 ,1 - COVER A.2 - ABOVL,a'�-"1.-I PRE -ACTION PLAN .3 - RISER DiAGRAM / DETAILS / CALCULATIONS AND ABOV P LAN EQUIPMENT WW IRl C I IAGRAMS CEILING PRE -ACTION Pro'ect To e Run In Conduit El Power Limited Fire Alarm Cable THHN 0 N DACT - DIGITAL ALARM COMMUNICATOR TRANSMITTER NOTES 10-2528 NIA COMMUNICATION JACKS RJ31X IIIA OPER,T ON BATTERY CABLE HARNESS 10-2517 l /A THESE FIRE ALARM PLANS COMPLY WITH 2013 NFPA 72 SECTION 7,ti. ALL REQUIRED ITEMS LISTED IN SECTION 7.4 ARE INCLUDED IN THIS PLAN ONLY IF REQUIRED AS STATED IN SECTION 7,4.1. 2. DETECTION INSTALLED TO PERFORM A SPECIFIC FUNCTION BUT NOT REQUIRED BY ANY LAWS, CODES, OR STANDARDS SHALL BE INSTALLED PER 2013 NFPA 72 SECTIONS 17.5,3,3 & A17.5,3.3. i. CONVENTION AL H ,. ADDRESSABLE I CLASS 'A' 3 CLASS RY V 18 ,`i M P HOUR BAS - NACP - NOTIFICATION APPLIANCE CIRCI-Ili' PANEL OCCUPANCY I Y PH UNDER- 00. #. ABOVE FL . SO TOTAL -- 2 $42 ..��. . 12V 7 AMP HOUR BATTERY PAAP - REMOTE E LCD DISPLAY WITH BACK BOX S PHOTOELECTRIC SMOKE DETECTOR DETECTOR BASE 27-032 URNI` UB 1270 N/A 10-2631 02-11893 63-1052 63-1054 I H EQUIP FURNISHED VV1TH EQUIPMENT 4" SO, 2-1/8" 0, 3/4" KO'S PLASTER RING, SINGLE GANG VIONI T OR MODULE 55-041 4" SQ, 2-1/3" 0, 3/4" KO'S RELAY MODULE 55-043 4" SQ, 2--`1 /3" D, 3/4" KO'S SYSTEM TROUBLE PRE -ACTION WATER FLOW 55-052 4" SO, 2-1/8" 0, 3/4" KO'S COONS C 2013 NFPA-72 2012 IFC 2012IMC ADA CUSTOM 55-045 20-1302 20-1320 F.B.O. PRE -ACTION TAMPER PRE -ACTION LOW AIR FLOW ONE SMOKE DETECTOR IN ALARM TWO SMOKE DETECTORS IN ALARM DISCONNECT SWITCH ACTIVE PROTECTO-WIRE ALARM WHEN SMOKE DETECTORS ARE INSTALLED IN CONCEALED LOCATIONS MORE THAN 10 FT. A.F.F. OR IN LOCATIONS THAT PROHIBIT RESPONDING PERSONNEL TO VIEW THE STATUS OF THE DETECTOR, REMOTE INDICATION SHALL BE INSTALLED PER 2013 NFPA 72 SECTIONS 17.4.7, 17.4.8, & 17.4.9. ALL EXIT DOORS CONNECTED TO AN ACCESS CONTROL SYSTEM, THAT PERFORMS THE LOCKING AND UNLOCKING FUNCTION OF THESE DOORS, SHALL UNLOCK IN THE EVENT OF A FIRE ALARM PER 2013 NFPA 72 SECTION 21.9. 0 W z 0 5. ALL CLASS 'A' WIRING SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY, ENCLOSURE, OR RACEWAY UNLESS THEY MEET THE EXCEPTIONS STATED IN 2013 NFPA 72 SECTION 12.3.7. HORIZONTAL RUNS SHALL MAINTAIN A 4 FT. SEPARATION AND VERTICAL RUNS SHALL MAINTAIN A 1 FT. SEPARATION PER 2013 NFPA 72 SECTION A.12.3.7. F, ALL CONDUCTORS FOR FIRE ALARM SYSTEM SHALL 13E MIN.16ga (CU). 7. ALL FIRE ALARM DEVICES e.g. (HORNS, PULL STATIONS. DETECTORS, ETC.) SHALL BE RIGIDLY AND SECURE FASTENED TO WALLS OR CEILINGS. a. NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER.. OF NOTIF1 .. p SC I= E OF WORK NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY AIR REGISTER OR DIFFUSER. CIRCUIT TYPE J 0 CO co 10. NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE IN MECHANICAL ROOMS SUCH AS FLUES, BOILERS, WATER HEATERS, ETC. 11. TWO DEDICATED PHONES LINES PROVIDED TO FIRE ALARM CONTROL PANEL BY OTHERS. 12. DUCT SMOKE DETECTORS MAY BE PROVIDED BY OTHERS. IN THIS CASE, DUCT SMOKE DETECTORS SHALL BE MONITORED ONLY. POWER SHALL BE PROVIDED BY OTHERS. TEMPORAL I^1 VOICE El CODED INS- L11E-AC K0 \I FURNISHED BY: ZB-4-OC-MP PHSC-155-EPC FM -200 ECARO-25 PRE -ACTION RADIO DIALER DIALER TUKWILA FIRE DEPARTMENT Please call 206-575-07 and give this Fire Permit No. R- -;goo and matt addons for shut- down or r on ly ;'ovai. ELECTRICAL MECHANICAL FIRE ALARM CONTRACTOR CONTRACTOR CONTRACTOR DUCT DETECTORS SHALL SE MOUNTED BY THE MECHANICAL CONTRACTOR. HVAC SHUT DOWN WIRING SHALL BE PROVIDED, INSTALLED, AND TERMINATED BY THE MECHANICAL CONTRACTOR. 14. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN UP OF ALL TRADES IS COMPLETED PER NFPA 72. 120V POWER SUPPLY BACK BOXES CONDUIT FITTINGS X LJ z z 0 U LJ 0 LJ L LI LJ I-- (/) �--LO CO 00 (0 Q 0 CJ LO N 1`0E— LJ LJ (f) LJ 0 U ❑ Without Comments As Noted in Red E Per The Attached Letter These plans have been reviewed by The Tukwila Fire 4:-evention Bureau for conformance with current City -ndards. Acceptance Is subject to errors and nissions which do not authorize violations of adopted andards and ordinances. The responsibility for the sequacy of design rests totally with the designer. =editions, deletions or revisions to these drawings after this date will void this acceptance and will require a I°esubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing Cl 1E4 citt E co, 0.,) 0 stiti) :6, ZF E W U O J coLL �w � �' o z 4i '0 -424 a 7� $47V DEVICE MOUNTING HEIGHTS (2)B t=J J • 41<0 LOADING DOCK L115_ 630 SF -I-135 A,(2)B 1-145 CMAC 1:1 SHU i )OWN RE SCHEDULE ID FUNCTION DESCRIPTION A SIGNALING LINE CIRCUIT #14 THHN SOLID YELLOW #14 THHN SOLID BLUE B NOTIFICATION APPLIANCE CIRCUIT #14 THHN SOLID RED #14 THHN SOLID BLACK c AUXILIARY 24VDC POWER CIRCUIT #1 #14 THHN SOLID ORANGE #14 THHN SOLID BROWN D AUXILIARY 24VDC POWER CIRCUIT #2 #14 THHN SOLID ORANGE #14 THHN SOLID BROWN E ANNUNCIATOR CIRCUIT (1) 3C #24 5201 P77CMP CONDUIT LEGEND O DENOTES 3/4" EMT CONDUIT UNLESS NOTED OTHERWISE. SEE PLAN SHEETS. FLUSH MTD WITH CEILING CEILING LOCATE CEILING MTD APPLIANCES ON BOTTOM OF BEAMS, JOISTS OR SUSPENDED CEILING WITH CLEAR LINE OF SITE IN ALL DIRECTIONS, NO GREATER THAN 30' FT. A.F.F. ENTIRE LENS TO BE E30" A.F.F. NOT TO EXCEED 96" 70" A.F.F. „fO TOP OF DEVICE 60" A.F.F. TO TOP OF DEVICE FINSHEb FLOO1 NOTE: PRE -ACTION INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER (REFER TO A.D.A. GUIDELINES). ELECTRICAL RM 118 2004 SF (2)B — S3-6 15cd S3-5 75cd STAGE L 117 283 SF -12:3 CRAG SHI JTDOWN A,B,C — 112 _._l 58 SF 1-147 S3-4 75cd 1-14 CORRIDOR 62:7 15cd S3-2 95cd MECH-1 104 381 SF -0130 i (2)A LANDING (2)A (2) S3 15 \\r MECH-3 I.... 102 1 398 SF 1-061 .arn.... m Iiimmm aai(i . Ir. I11 ' � LANDING ! \i 106 . , 1111 111 =IJN75cd !ill 429 SF ! m. r A,B,CI 1®I f. Rill iii 11 A, 3,C -076 A,(3)B,C,D,E -106 1-107 A,(3)B,C,D,E- A,(4)B,C,D,E ... A,(3)B,C,D,E 1-073 1 '0721 1 05 R E.P.O. STAGE 1 1 05 R E.P.O. STAGE 2 S1-1 30cd 1-O5V Ej 1-062 CRAC SHUTDO ECH-4 07_.._ 69 SF 1-104 LOBBY 258 SF MMR2 j...1 ..._.101 234 SF A,(2)B -. (2)A .. S1-5 15cd VESTIBULE 111 62 SF STAGEI [ 1 117 _ Ii.,,,283 SF O ---- ----'- ----. . i 1_i i 2 I i.. 1_7_0!" 3— 1 034_— -- _-! — —I —L— — _ 1 j i ; I (2)A RR — 1-- i I 1 — ,.._ — ' I i —»' — —'-' 113 I _..1 (2)A ; A u I 58 SF — — .._..--'-' —' (2), — --- — '— ` --- --- -- -- -- i ---' '— --- _i___ — jI — — — I 1 I CORRIDOR j 1-029 ._._ —03 4 1- 28 1 ---t--- ! j 1-0301 �......__._......_. 1-081 108 --- I .Q..... ___'__._.......... I {2 )A ., .. _..'........__: 2 r l - --� - - -.._.. _ .. -- 1023 SF _ i) �) ( t• ::. _ (2)A -03 I 3 fi (2)A I ! 1 j ! i _. 5 1 t 1 0„,A " 114 ' I/\ ":..._..:_ 1 024.E ) MECH-1 .- --' ___ 1 --� -- .._... ''— ...�.;-- -- — — --!— ( 4€ 05 3 104 ij (2)A -.._/ 1 I 2)A I I I j I ME -2H381 SF 05 _._ I _ (2)A i j 225 SF ------ - ' ! i 1 i i-01 I I i 1 1 1 0221 1 1-0 >3 —� �}� ,\ LANDING iC S j 1r- _ 1 u ; ! I --....—.. -----' ' — L 106�..I — I j �,� / ; r —» 429 SF \ I DATA HALL 1 %��.._. LANDING \\ ___-- __ ; - L 103 --- (2)A _.i j ' 1 ao j 3756 I _ - - -....- 233 SF I SF _ `1/i 1-L Y ° i 1 1 1 ' 2 A 2)A ---/ 0 ' MECH-3 i j j ! I I — - --_ ` 1-049-- LOBBY ._ .1.- I 398 102 ; 1 SF —...1- 02... — {2}A a} — — i --_ - ' ....... € i'-- - I —, -- j ' -- -- — j — '— - I — I — i—'—� — — —' — m401 050 [ 110.1, 44 1 i I 1 MECH-4 -- 258 S F S I I 1 ! I I tl - ! 1.0113 I I 1 0141 ! 1-01 ( t� 1 i- ! 469 SF I ' F OM PAP -- j i — ' .K.t ,IP, � - - - 1II - 04 % 11 l I CA -3 f I% 1 I {2)A ._...., I (2)A \ / - - - -' (2)A 1 I V II i 1 � -. -..__._..._.__._.._...._.1....0,18'-------'- STORAGE j r-1-1-0—.2 , A47 1-0 4 ._. (2)A �._.. SF 1 003 i I I ! i 1 I 1 �_ I 1- 08 {2)A rr j 1 - (2)A ( (2)A — -046 — __ MMR2 MMR1 ISS--i(2)A 7,... .i....ir 1 110 �- 234 SF _._.._ (2)A ...__f T , { : I I 1 I 194 SF - 2)A (` . - 66 SF {t$ I ” 9; I j ; ; 1 00 i 1 041; 1- 02 04 1 I_ 1 I0 7! 1 1 ( 2)A __, — -;— --- — _(2)A- L (2)A I — z a_ O U 0 O 0 LL IN -ROOM PRE -ACTION PLAN 16' 24' 32' FSCP MODEL NUMBER DESCRIPTION 1 10-0-R-1 CHEETAH J6 CONTROLLER ATTERY CALCULATION STANDBY 'STANDBY CURRENT TOTAL 0.27500 027500 ALARM CURRENT 0.27500 ALARM TOTAL 027500 1 10-2.204 CRM4 F EY MODULE 0,01 00 0.01100 0.03900 0.0390 1 2528 DIGITAL COMMUNICATOR 0.1 00 0.15000 0.19000 0.1 9000 1 0.2 REMOTE LCD ANNUNCIATOR 0.03600 0.03600 0,13900 900 55-045 MINI MONITOR MODULE 0.000 7 0.00037 0.00200 0.00200 7 55-041 MONITOR MODULE 0.00048 0.00336 0,00200 0.01400 8 55-043 RELAY MODULE 0.00048 0.00384 0.00200 0.01600 2 55-052 RELEASE MODULE 0.00045 0.00090 000600 0.01200 134 63-1052 SOLENOID PHOTOELECTRIC SMOKE CETECTCR SCLENOID 0.00048 0.0000 0.06445 0.0000 0.00200 1.6900 0.26800 3,3800 0 INUTES TOTAL STANDBY (AMPS):W 0.5449 AMP LOAD WITHIN UNITS (2A MAX) YES STANDBY HOURS 24 TOTAL STANDBY AMP HOURS W 13.0782 TOTAL ALARM (AMPS) MP LOAD WITHIN LtmIIS (6A MAX) ALARM MINUTES TOTAL ALARM AH TOTAL AMP HOURS SAFETY FACTOR 20% 4.3360 YES 0.0830 0.3598 13.4380 16.1256 18 amp HOUR BATTERY WI EE USED NAC POWER SUPPLY #1 BATTERYCALCULATIION 1 27-032 NUMBER DES RIP .................. ON NAC POWER SUPPLY STANDBY CURRENT 0.1160 STANDBY' TOTAL 0.1t60 ALARM CURRENT 0.1700 ALARM ..::........ TOTAL 0.1700 11 20-1308 15cd HORN STROBE CEILING 0.0000 00000 0.0790 0.8690 3 20-1308 30cd HORN S BE CEILING 0.0000 0.0000 0.1070 0.3210 20-1308 75cd HORN STiBE CEILING 0.0(00 00000 0.1760 .4080 4 20-1308 95cd HORN STROBE CEILING 0.0100 2 20-1326 15cd STROBE CEILING 0.0(00 0. 0. 00 10 0.1940 _ 0.0660 0.7760 0.1320- 28 .083 = 5 MINUTES TOTAL STANDBY (AMPS) 0.1160 AIBP LOAD WITHIN LIMITS (6A MAX) YES STANDBY HOURS 24 TOTAL STANDBY AH 2.7840 TOTAL ALARM (AMPS) P LOAD WITHIN LIMITS (8A MAX) ALARM MINUTES Point to .Paint Method _----- CIRCUIT IS WITHIN LIMITS 'S1 Circuit Number Nominal System Voltage Minimum Device Voltage Within Circuit Load Limits (3A Max) Distance from source to lst device Source: 27-032 20.4 16 YES 43 Wire Ohm's Gauge Per 1000 2.79 14 Wire Gauge for balance of circuit Standard Wire Resistance In Ohms per 1000 feet. 18=7.114 : 16=4.65 14=2.79 12=1.76 10=1.04 nter current in amps 14 2.79 .150 = 150 ma Device ' Device Number Current_. Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Totals 0.760 Distance from previous_. device At Device 0.107 43 20.22 0.079 49 20.04 0,194 54 19.87 0.194 88 19.68 0.079 140 19.53 0.107 61 19.50 Voltage Trop from Percent source Drop ... 0.89% 1.77% 2.62% 3.53% 4.24% 4.42% 19.50 0.'182 0.361 0.534 0.720 0.866 0.902 435 End of Line Voltag End of Line Method CIRCUIT IS WITHIN LIMITS Current Distance Vol. Drop End of Line Volta 18.555 0.760 435 1.845 % Drop 9.04% Circuit Number Nominal System Minimum Within-Ore-UR-Lead Distance from Wire Gauge - Point to Point Method CIRCUi1" 15 WITHIN LIMITS Voltage Device Voltage Limits source for balance 52 Source: 27-032 (3A Max) to lst device of circuit _.... _ 20.4 F.,-,4 Ohm's Per 1000 16 Wire Gauge YES EMT EMT 239 14 2.79 2.79..... 14 Standard Wire Resistance in Ohms 18=7.04 ; 16=4.65 14=2.79 '12=1,76 per 1000 feet. 10=1.04 Enter current in amps .150= 1501 ma Distance from previous device At Device Voltage Drop from source .- Percent. Drop Device Number Device. Current Dev<ce 1 Device 2 0.079 239 19.46 ' 0.938 4.60% 0.079 21 19.39 1.011 4.95% Device 3 0.079 24 19.32 1.084 5.31% Device 4 0.176 33 19.23 1.169 5.73% Device 5 0.066 23 19.19 1.207 5.92% Device 6 0.066 18 19.17 1.229 6.03% Device 7 0.079 24 19.15 1.250 6.13% Device 8 0.079 33 19.14 1.265 6.20% Totals 0.703 415 End of Line Voltage 19,14 r- -� End of Line Me#hod CIRCUIT IS WITHIN LI LIMITS ✓ Current i Distance Vol. Drop ` End of Line Voltage % Drop 0.703 415 1.628 18.772 7.98% 3.6760 YES 0.0830 - 0.3051 TOTAL ALARM AH TOTAL AMP HOURS 3 SAFETY FACTOR 20% 7 amp HOUR BATTERY WILL ESE USE .0891 3.7069 Point CIRCUIT IS WITHIN LIMITS Point Method Circuit Number Nominal System Voltage Minimum Device Voltage Within Circuit Load Limits. (3A Max) Distance from source to lst device Wire Gauge for balance of circuit Source: 27-032 20.4 6 YES 47 4 14 Ohm's .. Per 1000 2.79 2.79 Standard Wire Resistance in Ohms per 1000 fest. 18-h17.04 : 16=4.65 14=2.79 12=1.76 10=1.04 Enter current in amps .150 = 150 ma _.... Device Device Number Current Distance from ....._. previous device Voltage _ .. At Drop front Percent Device source Drop Device 1 Device 2 C ce.,3 Device 4 Device 5 Device 8, Device 7 Totals 0.194 47 20.12 0.282 1.38% 0.194 5219.86 0.537 2.63% 0.079 61. 19.63 0.7^71 3.78% 0.176 82 19.42 0.981 4.81% 0.176 58 19.28 1.120 5.49% 0.079 38 19.23 1.174 5.76% 0.176 39 19.19 1.212 5.94% .074 i 357 End of Line Voltage 19.19 End of Line Method Current CIRCUIT IS WITHIN LIMITS tante Vol. Drop End (Aline Voltage' % Drop 1.074 357 2.139 18.261 10.49% 120V DEDICATED POWER SUPPLY FURNISHED BY OTHERS, TO BUILDING FACP (PROVIDED BY OTHERS) GENERAL TROUBLE BUILDING FIRE SUPERVISORY BUILDING FRE GENERAL ALARM BUILDING FIRE WATER FLOW BUILDING FIRE SUBFLOOR DETECTOR RAISED FLOOR > > > > > > > > > ( K.< <KK >>>>>>>>>X ir \ F.,-,4 1 ' ' 'wpm EMT EMT NM Y Mill • O 1 J M I N ERALLAC CLAMP M I N ERALLAC CLAMP SLAB r- -� Point to Point Method- UIT IS WITHIN LIMITS Circuit Number Nominal System Voltage Minimum Device Voltage Within Circuit Load Limits (3A M S4 Distance from source to lst device Wire Gauge for balance of circuit Source: J 27-032 20.4 16 YES Wire 3auge 20* 14 14 Ohm's Per 1 000 2.79 2.79 Standard Wire Resistance in Ohms per 1000 feet, 18=7.04 16=4.65 ; 14=2.79 ,12=1,76 10=1.04 Enter current in amps .150 =.150 ma Device Device Number Current Distance from prevaous device Voltage 5 At Drop from Device source Percent Drop Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Device 7 Totals 0.176 209 19.27 1.130 1 5.54% 0.176 53 19.04 1.365 1 6.69% 0.176 87 18.74 1.664 1 8.16% 0.107 13.62 1.782 8.74% 0.176' 88 18.45 1.946 1 9.54% 0.079' 35 18.42 1.977. 9.69% 0.079 78 18.39 2.011 1 9.86% 0.969 ( 598 End of Line Voltage 18.39 End of Line Method CIRCUIT IS WITHIN LIMITS Current Distance; Vol. Drop End of Line Voltage % Drop 0..969 598 3.233 17.167 85% NACP NOTIFICATION APPLIANCE CIRCUIT POWER SUPPLY FIKE 27-032 BATTERY S4-1 S4-2 S4-3 S4-4 S4-5 S4-6 S4-7 75cd 75cd 75cd 30cd 75cd 15cd 15cd 'H' "cam' \y" ' `l='H' 0 8 S3-1 S3-2 S3-3 53-4 S3-5 S3-6 S3-7 95cd 95cd 15cd 75cd 75cd 15cd 75cd .7K 0 4.7K0 S2-1 S2-2 S2-3 S2-4 S2-5 S2-6 S2-7 S2-8 15cd 15cd 15cd 75cd 15cd 15cd 15cd 15cd 4" J� �l'�Y Y y `t' -'t' 8 BATTERY CONTACTS TO ALARM PANEL CONTACTS TO ALARM PANEL CONTACTS TO ALARM PANEL CONTACTS To _ ALARM PANEL PAAP PRE-AGT ON ANNUNCIATOR PANEL FIKE 10-2631 0 PACP PRE -ACTION CONTROL PANEL FIKE CHEETAH Xi 24VDC 2 120V DEDICATED POWER SUPPLY, FURNISHED 13Y OTHERS, RS -485 BATTERY 24VDC 1 S1-1 S1-2 S1-3 S1-4 S1-5 S1-6 30cd 15cd 95cd 95cd 15cd 30cd G B 4,7K 0 4.7K 0 FROM PACP 1.1 MECH-3 RM. tf- i (1 7 I 283 SF UP LANDING L103J 233 SF MECH-1 L 104 381 SF FL MECH-3 L102 J 398 SF MMR2 101 234 SF -152 7'-51„ \� PROTECTO- WIRE n m 10' 10' PROTECTOWIRE JBOX DATA HALL 100 j 3756 SF 1 z- PROTECTOWIRE 9'-9fg 16 10' 0 0 9K MECH -2 I-_ 105 225 SF MMR1 1 10-9- 194 SF 0 MECH-4 E1-07- 469 469 SF JAN 114 40 SF " C C (8) ( () ) ( (s 0 0 (8) s ( 0 s 0 FR 1 () 0 (8)4 M -IRM - 1 R�1 I + r, t�� 1 (8) cs) 1-101 1-102 1-103 1-104 1-105 1-106 1-107 1-108 1-109 1-110 1-111 1-112 1-113 1-114 1-115 1-116 1-117 1-110 1-119 1-120 1-121 1-122 1-123 1-124 1-125 1-126 1-127 1-128 1-129 1-130 1-131 1-132 1-133 1-134 1-135 1-136 1-137 CRAG SHUTDOWN ABOVECEILING 8PRE�ACTION PLAN 1'-0" 16' 24' 32' A_� PROTECTO- WIRE () n rt7,14 1-150 1-151 1-152 CRAC SHUTDOWN 1-138 1-139 1-140 1-141 1-142 1-143 1-144 1-145 1-146 CRAC SHUTDOWN A- (8) (s) () (8 s () (s) (s) RI (s) s s ) (8) (s) () (g) (s) (s-) (8) s () (s) (s) () (8) () s (s) (s) ) () (8) (s) n (8) (8) n IR 1-100 1-099 1-098 1-097 1-096 1-095 1-094 1-093 1-092 1-091 1-090 1-089 1-088 1-087 1-086 1-085 1-084 1-083 1-082 1-081 1-080 1-079 1-078 1-077 1-076 1-075 1-074 1-073 1-072 1-071 1-070 1-069 1-068 1-067 1-066 1-065 1-064 1-063 1-062 1-061 1-060 1-059 CRAC CRAC SHUTDOWN SHUTDOWN A (8) ( ,tel (8)A BATTERY LST 0) (4i 4b f 44 1-001 1-002 1-003 1-004 1-005 1-006 1-007 1-008 1-009 1-010 1-011 1-012 1-013 1-014 1-015 1-016 1-017 1-018 1-019 1-020 1-021 1-022 1-023 1-024 1-025 1-026 1-027 1-028 1-029 FIRE SUPPRESSION RISER DIAGRAM SCALE: N.T.S. S -030 1-031 1-032 1-033 1-034 1-035 1-036 1-037 1-038 1-039 1-040 MM Ds 1-058 1-057 Lu < c W -041 1-042 1-043 1-044 n (8) 1-147 1-148 1-149 CRAG SHUTDOWN 1-056 1-055 1-054 1-053 1-052 1-051 -045 1-046 1-047 1-048 1-049 1-050 W W ta M a. LL O ger U >- Go L it 0 0 1SSUED FOR REVIEW 0 z w 0 w O z 0 COND. CIRCUIT 0 m x W z z 0 U LJ COD 04 44 Z g SMOKE DETECTOR WIRING DIAGRAM SLC FROM FACP OR PREVIOUS DEVICE FIKE MODEL# 63-1054 SLC TO NEXT DEVICE OR RETURN TO FACP CHEETAH Xi FIRE SUPPRESSION CONTROL PANEL WIRING DIAGRAM ACOUSTICAL TILE CEILING DETECTOR TRUE CEILING 4" OCTAGONAL BOX WITH A 4" PLASTER RING MOUNTING SCREWS A04 04 m 1111 �- 1.1 at JUNCTION BOX OR AO PULL BOX PLASTER RINGFLEX/ I 1 \^» ,»0>>11��1� REQUIRED) R D) CONDUITBLE (IF i/117/7// iiiiziiiiif/// ///////11/11//// . it SUSPENDED CEILING DETECTOR HEAD 1 DETECTOR BASE MONITOR MODULE WIRING DIAGRAM WIRE TO N.O. AND COM TERMINALS ON DEVICE BEING MONITORED EOL 39K FIKE MODEL # 55-041 e e 1 TOP V LOOP 0 00 O - N + M - N SLC TO NEXT DEVICE OR RETURN TO FACP e` ea ADDRESS SLC FROM FACP OR PREVIOUS DEVICE P2 P3 Alarm OPTIONAL RELAY CRM4 OR CRP (10-2204 / 10-2254) • ®' 0 0 0 •' O 0 T Cil 24V Battery Fuse, "15AC Fuse 156' P1 F2 NO NC NU Su. ervlsor'y F1 P13 • • COMPUTER MI••••••••• P5 • • • • •• NC •• •• er . era s OPTIONAL CRM4 32) P6 + - HLD + DACT (485) Peripherals ••••••••• + SHLD Resettable Aux Out AC POWER ALARM O 0 TROUBLE SUPERVISORY SILENCE 0 0 O STEP ALARM STEP TROUBLE PRE -DISCHARGE RELEASE RELEASE -DISABLED ABORT GROUND FAULT ^V^ ) Ir21_ (/) Q H 0 P16 O • •• •• •• •• •• DRILL ACKNOWLEDGE AC XFMR Secondar Batter y + Input - isl 10 Il 0 0 0 IX 2X nni2H /OCT ZH 0 AC NEUTRAL> AC LINE> 0 0 0 + BATT #1 12VDC + BATT #2 12VDC CHASSIS GROUND >-, CHASSIS GROUND (EARTH) C❑NNECTI❑N at -i SHALL BE MADE DIRECTLY TO STANDOFF IN ENCLOSURE. ESCAPE P15 ••••••• ■•••••• P7 P,uxl • Iutputs 0 -J J2 Ny s d m F.) d L r Q P8 • • • SHLD mr a! a J 2 e La + a 01 d 0. $ •0 I N,, L tdN c d C. a • • d• u LT - tiof z • P9 P10 CA> P11 SII WIRING SCHEDULE J n \ \'/ SIGNALING LINE CIRCUIT #1 TO ADDRESSABLE DEVICES NOTIFICATION APPLIANCE CIRCUIT #2 CLASS 'A' RETURN FROM NOTIFICATION APPLIANCES 0 L/ SIGNALING LINE CIRCUIT #1 CLASS 'A' RETURN FROM ADDRESSABLE DEVICES /� ` / RS485 COMMUNICATION TO DIGITAL ALARM COMMUNICATOR TRANSMITTER / \ / SIGNALING LINE CIRCUIT #2 TO ADDRESSABLE DEVICES / ;\ �f RS485 COMMUNICATION TO ANNUNCIATOR TERMINAL BLOCK P2 ( D) SIGNALING LINE CIRCUIT #2 CLASS 'A' RETURN FROM ADDRESSABLE DEVICES K 0 24VDC AUXILIARY POWER TO ANNUNCIATOR TERMINAL BLOCK P1 AND/OR DACT 0NOTIFICATION APPLIANCE CIRCUIT #1 TO NOTIFICATION APPLIANCES -1.2K EOL RESISTOR 0 24VDC AUXILIARY POWER TO DEVICES \ r j 0 NOTIFICATION APPLIANCE CIRCUIT #1 CLASS 'A' RETURN FROM NOTIFICATION APPLIANCES /� / RS232 CABLE TO VESDA HLI 0NOTIFICATION APPLIANCE CIRCUIT #2 TO NOTIFICATION APPLIANCES -1,2K EOL RESISTOR RELEASE MODULE TO SOLENOID WIRING DIAGRAM RELAY MODULE WIRING DIAGRAM HORN STROBE & STROBE WIRING DIAGRAM 24V SOLENOID � o e e 24V TO NEXT DEVICE OR FACP 24V FROM PREVIOUS DEVICE OR FACP FIKE MODEL # 55-052 e e W N mak CO LOOP 0 o + SLC TO NEXT DEVICE OR RETURN TO FACP O e e ADDRESS Q o0 o SLC FROM FACP OR PREVIOUS DEVICE 1— < WON"°c fit» NC >-'ccv N C LLI NC Cd O 0 FIKE MODEL # 55-043 3 - e e e e e e 0 TOP 0 ID CO V LOOP 00 O O o � + 10 O SLC TO NEXT DEVICE OR RETURN TO FACP e e e e e ADDRESS 0 SLC FROM FACP OR PREVIOUS DEVICE NAC FROM FACP/NACP OR PREVIOUS DEVICE MODEL # P2W, PC2W, P2R, PC2R, SW, SCW, SR, SCR. NAC TO NEXT DEVICE OR RETURN TO FACP/NACP OR END OF LINE RESISTER i F �1 • Q LL W O m I'1lam U Li] 0 REVISIONS ISSUED_FOR_REVIEW O z WIRING LEGEND O COND.I GAUGE w CIRCUIT TYPE 0 X LLJ z z O 0 LLJ 0 W DIAGRAMS EQUIPMENT 22OY,448" / / / / / / O EXIT 1 0 nefreri RELOCATED ELECT. PANELS / EXIST. WAREHOUSE / 3918 / 500 = 8 OCC. // EXISTING RILL HEIGHT DEMISING WALL 5/8" GYP. I3D.130TH SIDES / 6') IS GA STEEL STUDS a 14" O.C. / W/ 3" DEEP LEG DEFLECTION TRACK • HEAD / NEW PHONE BOARD / EXTEND CONDUIT TO PHONE ROOM / +4a" EXIST.OPEN OFFICE 1 EXIT) O 0 EXIS F ‘R LARSON-JUHL n" • x X - - . :c 1 ',!U C 1? .„. :New- Tee -Loi -1-12 Br rw"-t (.,OnIIPc'LOr 7\72•R,J) 1 — Add Reliable FI Standard Response 155° 1/2 x '/2 1 — Relocated Reliable FI Standard Response 155° 1/2 x 1/2 Fire sprinkler design per NFPA 13 Ordinary Hazard Spacing 130 sq ft All material shall be new and UL Listed or FM Approved 1"= 25.4 mm Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. 1/82 No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 1A" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email freinsprequestcci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you Want an inspection. 1 • Without Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards: Acceptance is subieot to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire. Prevention Bureau. Date: 0 r rUKWILA FIRE DEPARTMEin Please call: 575.4403 and give this job and exact address for shut*, don or restoration approvd CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 E FOR: SGS GLASS CO. 3425 S. 116th SUITE 125 GATEWAY NORTH RAW) TUKWILA, WA. 1,7; 2 2006 Tukwila Fire zg��e Z DATE: 3- /7 -v 3 DRAWN: J k- I SCALE: Victo / I - Clip Hangers Hanger Rings: UL Listed & FM Approved ri Hanger Rods / Fasteners: Comply with NFPA 13 O All Thread Rods 0 Machine Thread Rods a Finishes: O Standard Components 0 All Galvanized Components 1" = 25.4 mm Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 1/2" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. T W VX121 CHAILIW PENCE CAGE /1 /1 11 11 0 e) 111/-1 to,4 ---- ---- EMI 1.3 OCC. .F. PER IBC 1014.3 EXCEPTION 1 TOTAL AREA = 4,110 S.F. OFFICE AREA = 1,325 S.F. • Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved o 3 — Add Reliable Model Fl Standard Response 155° Pendants 1/2 x 1/2 o 1 — Relocate Reliable Model Fl Standard Response 155° Pendants 1/2 x 1/2 4 — Total Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequestPci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. sPg.i rtaelz. coVEV.A(A. Placwo UNit- V1-636V1?-5 (M0b- 615) NEVOc9 -co Co mpt,ti 6ec,-nom 8.3.2. 5 Pft4D 2.5 ()- 1 -IPPA 11, (2001) TICE Weld stamps must be inspected before pipe is hung. Qnt paint pipina, prior to hydrostatic test approval. A: 3425 S 116th St, Tukwila, WA 98168-1985 MAPTIOET, prOnift port0. 0 Without CornMentS As Noted In Red Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conforn-lace with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stewards and ordinances. The rc.,.sponsibili:ty for the adequacy of design rests totally with ll designer. Additions, deletions or R:visionF:h thise drawings atter this date will void thl&acceptence and wUl require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention BuKu. Date: 511714.____By: amtsry 4,413;14,10.04M.C4+, I-UKWILA FIRE DEPARTMEN1 Please call: 575-440Z -- and give thls job and exact address for shut* down or restoration approva!J i• • ..S 113th St •" st_ ; -L • • • •7• • • - ,41 g • ' ittri - . 71 f • 12. 2008 MapOuesQq61- Data 2008 Nr1:120195 TeleAtles 44Dtash Decto`3. CROW\ FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 SEARS 3425 S. 116th SUITE 109 GATEWAY NORTH TUKWILA, WA. PAD ,r1 1 2008 S "-9 4w1grroqg DATE: 44 tio DRAWN: SCALE: w ACCEPTED 1 0 Without Comments As Noted In Red ON ear s -I'y Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire E Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this_acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fiend test and inspection by The Tukwila Fire, Prevention Bureau. Date: - b - 0 By: i UKWILA FIRE. UEP ilii .�ti. Neese can: 575.4407 and give this fob No. DA -P- 192 , and exact address for shun down or restoration approvaIJ Washington Alarm Inc. 1253! S. Jackson Street Seattle, WA 98144 Phone: 206-328-3288 Fax: 206-322-7214 www.washingtonalarm.com Gateway ;North Building #6 3425 S 116`x' St Tukwila, WA 98168 Tenant Improvement for suites 109 and 125 Washington Alarm, Inc. Contact: Ryan Aal 206-328-3288 raal@washingtonalarm.com LEGEND xx /2ZXZxi A 0 EXIT N A. B. c. D. 6" X 20 GA. STEEL STUD @ 24" O.C. TO CEILING JOIST ABOVE WITH 5/8" WATERPROOF GYP. BD. ON FINISH SIDE, INSIDE FULL HEIGHT DEMISING WALL. E EXISTING WALL NEW STEEL STUD WALL TO UNDERSIDE OF CEILING NEW STEEL STUD WALL WITH SOWID INSULATION FORM TYPE/ CAULK AT BASE, 2'-0" E.S.AT CEILING WITH SOUND BATTS. EXISTING WALL To BE REMOVED. NEW DOOR EXISTING DOOR FOUR-PLEX OUTLET DUPLEX CUTLET WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING ONLY. DATA OUTLET J -BOX FOR POWER AND/OR PHONE ILLUMINATED EXIT SIGN W/ PATHWAY LIGHTS AND EMI I kir BACK-UP 2' X 4' NEW OR RELOCATED 3 -TUBE FLUORESCENT 2' X 4' NEW OR RELOCATED 2-11IBE FLUCRESCENT 2' X 4' EXISTING 34UBE FLUORESCENT TO REMAIN 2' X 4' EXISTING 3 -TUBE FLUORESCENT TO BE REMOVED AND STORED OR REUSED EXISTING N NEW DEDICATED $ SWITCH WALL TYPES 3-5/8" X 25 GA. STEEL STUD @ 24" O.C. TO CEILING WITH 5/8" GYP. BD. EACH SIDE. PROVIDE DIAGONAL BRACING AT MAX. 8' WALL SPANS. 6" X 18 GA STEEL STUD @ 24' O.C. TO ROOF DECK W/ DEFLECTION TRACK, AND %' GYB. BD. , EACH SIDE. B1 HAS R-19 INSULATION W/ VAPOR BARRIER ON WARM SIDE, REMOVE EXISTING WALLS AND REPAIR CEILING GRID AND TILE, BALANCE TO MATHC TYPE B. 3-5/8" X 20 GA. STEEL STUD @ 24" O.C. TO CEILING JOIST ABOVE WITH 5/8" WATERPROOF GYP. BD. E.S. DOOR SCHEDULE (MATCH EXISTING) (LEVER HANDLE ON NEW DOORS) ( RE -USE EXISTING IF POSSIBLE) E EXISTING DOORS TO REMAIN, NO CHANGES OTHER THAN;RE-KEYING 1,2,5 NEW OR RE USED 3'-0" X 7'-0" S.C. WOOD (STAINED) WITH METAL JAMB, 1-1/2 PAIR BUTTS, WALL STOP, SILENCER, LOCKSET (MATCH EX. VERIFY HEIGHT)(WEATHER STRIP AND THRESHOLD ON ON DOOR 5) 3 4 3'-0" X 7'-O" S,C. WOOD (STAINED) WITH METAL JAMB, 1-1/2 PAIR BUTTS, WALL STOP, SILENCER, PUSH/PULL WITH KICK PLATES EACH SIDE. 3'-0" X 7'-0" CHAIN LINK GATE WITH PADLOCK HASP ROOM SCHEDULE ( ALL NEW CARPET AND BASE THROUGHOUT AND REPAINT) 1,2 FLOOR: EXISTING CARPET TO BE REMOVED, INSTALL NEW CARPET BASE: EXISTING RUBBER BASE TO BE REMOVED, INSTALL NEW RUBBER BASE WALL: EX. AND NEW GYP. BD.- PATCH/ REPAIR AND REPAINT CEILING: EXISTING SUSPENDED ACOUSTICAL CEILING TO REMAIN, PATCH CEILING 3 FLOOR: NEW SHEET VINYL BASE: NEW SHEET VINYL COVED 6" WALL: EX. AND NEW GYP. BD. PATCH, REPAIR, REPAINT AND PAINT CEILING: NEW GYP. BD. CEILING, PAINT RG NOT NO CHANGE TO THE BUILDING ENVELOPE. LIGHTING TO BE MODIFIED FOR NEUJ WALLS AND THERE WILL NO INCREASE IN WATTAGE USED, NOR MORE THAN 60% OF FIXTURES ARE NEW. NOTE: EMERGENCY LIGHTING FACILITIES S1-IALL 5EARRANGED TO PROVIDE INITIAL ILLUMINATION THAT 15 At LEAST AN AVERAGE OF I FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS S1-1ALL 5E PERMITED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGANCY LIGHTING TIME DURATION. A MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO.1 SHALL NOT BE EXCEEDED. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206=575-4407 or email :fireinsp[equest@ci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Reinspection Fee and termination of the testing. {3t1 5�co' . ' -/7 Gp \hrnS r�o2_ t\OcV 10L - my s -c -or 73'-6" EXIST. W. REHOUSE REMOVE EXIST. STEEL STUD INFILL FROM EXIST.16'Wx14'44. OPENING IN EXIST. CONCRETE SHEAR WALL- \ \\ EXIST. WAREHOUSE \ REMOVE E\xdSTING SUSP. ACOU.ISTICA'L CEILING FROM THIS AREA ROv1DE NEW WAREHOUSE ri-ITING MAXIMUM 1/2 ATTS PER SF. ` ,\ \ . \ W \ EW 6'X12' CHAILINK \\ FENCE CAGE \ \ NEW UPPER 4 LOWER CABINET W/ SINK UTILITY NEW FULL HEIGHT DEMISING WALL 5/8" GYP. SD. BOTH SIDES 6"X18 GA. STEEL STUDS a 24" 0.6. 1U/3" DEEP LEG DEFLECTION TRACK • HEAD EXIST. WINDOW EXIS . WINDOW EXIST.RR BREAK INSTALL INSTALL NOTE: REPAIR 4 REPAINT EXIST. CEILING GRI IN AREAS OF WALL DEMOLITION OR OTTER THE GRID HAS BEEN DAMAEP 4 ALL DAMAGED TILES. STORAGE EXIST. 'PEN OFFICE EXIST.OPEN OFFICE ATYPICAL EXIST. N WALL TO BE OEMOLI EXIST. ADMIN. OFFICE EXIST. OFFICE EXIST. OFFICE NEW 3'W)c8'W. OPENING, WRAP W/ 5/8" GYP. BD. W/ METAL COWER BEAD ALL SIDES 4 HEAD, FINISH SMOOTH 4 FLUSH 0 REMOVE EXIST. INTERIOR OFFICE WALL 4 INSTALL NEW FULLHEIGHT DEMISING WALL, 5/8" GYP..BD. BOTH SIDES 6"X18 GA STEEL STUDS s 24" O.C. • _ - - —o\Sc. EXIST. —_ OFFICE AREA = 3,001 S.F. OFFICE OFFICE EXIST. OFFRR EXIST. OFFICE EXIST.: BREAK\OOM TOTAL AREA = 4,110 S.F. OFFICE AREA = 1,325 S.F. TOTAL AREA = 6,000 S.F. SUITE NUMBER 109 TOTAL OFFICE AREA = 4,326 S. 1 EXIT WITH TRAVEL DISTANCE U SUITE NUMBER 125 / 100 = 43 OCC. DER 100 L.F. PER IBC 1014.3 EXCEPTION 1 0 5 10 20 30 0 FLOOR PLAN Mkst-4\clocuments\CAD\1987-1989\8734-6\SEARS\CD'S\T- e N 111 J 2 Q CHECKED BY DESCRIPTION SUBMIT FOR PERMIT w 12-06-07 (.0 O O N W ox 2 < CL LL MI= 15=1 Ear% ARSON —JUHL V DOCK 141G1-1 DOOR • IMPROVEMENT 0 ua cn d(4 Li)) T-2ndwg, 1/4/2008 9:00:30 AM, Acrobat Distiller Tukwila Fire