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PP - 300 ANDOVER PARK WEST - SEGALE RETAIL CENTER - PERMITS AND PLANS
300 ANDOVER PARK WEST ASSOCIATED PERMITS 12-F-204 12-S-122 12-F-124 12-S-091 12-F-093 12-5-054 15-5-047 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 2(92304"1 King Co. Assessor's Tax No.: Site Address: -300 AA/›ovtL 12-AI-4--W 1 4k 500 Suite Number: 500 Floor: 1 00� Tenant Name: TOTA-L- W 1 nJ Property Owner's Name: SE Gr P(Lo P f L'it New Tenant? - Yes ❑ - No Mailing Address: 50 1 i4r/tc.Ci PfttL 4/2 IC, T) K -IN ik CONTACT PERSON -if there are questions about the submittal. Name: 1 : 62.) -ca) Company Name: /1"1wU'6i2 CD n1 S t/ GTi 0 i'J L4/4 City State Zip Day Telephone: Z 04, . Zq g . Zi $ 4 - Mailing Address: ?g 66 Ct" St KE r✓f --//-- City E-mail Address: 9uC 2•A iev Fax Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): w4 9go3Z State Zip S- - V --7Z —9Z? M o Dr F -t k k S7i/'JCr Wer r.(- 5 P 2.0✓r-cC (L. 41 51-0M. 7b A cc, oM o rpp 5 ti E tt-) iNiG S PERMIT APPLICATION NOTES C44) ,JEw v,L 24'1.-Qc/4ii-o F 4 S Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: T'Ec 0 ►� t�'� Plan Permit App.doc Date: (� 4 I1 Day Telephone: Z-04 • Z Q ?j . 7 ,s 4 5/14/10 TFD FP Form 8 AMILN SITE LOCATION Site Address: . '. Tenant Name: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Tc a l inn King Co. Assessor's Tax No.: De3,9 301-/ !CZ/ Suite Number: c5-60 Floor: New Tenant? ❑'- Yes ❑ - No Property Owner's Name: S% J cle 1 6 y?e,c-- LLC— Mailing Address: Fo 'OD'CJ Tokvott City gorscii State Zip CONTACT PERSON -if there are questions about the submittal. �Q Name: " SGC 1� Ni 1 W C1 r\ Day Telephone: " 2 J!/V Company Name: r 11 Mailing Address: l ��c�<:7r� �� C:��l C.� I y _ 3e - E-mail Address: 111 i, nl i CitFax Number: Wc6hln3x Maw :GAL Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Cn rm, (tt FcpoessUQpbhorn' 4'dtes 14s&es4tS \S. {Zollloae`6" csty elk} Ce11-ec of5 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: Day Telephone: 5/14/10 TFD FP Form 8 4.1310444 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 3C0 At6eCrc Wes+ Tenant Name: b�C• \j�if�2. King Co. Assessor's Tax No.: D69 301-1goo / Suite Number: Floor: Property Owner's Name: e Z sc•,l e 0 ?erk t es !nL C Mailing Address: �• C7.%)c C)( W,51 tokLuk `a City CONTACT PERSON -if there are questions about the submittal. Name: Mart< Me- :loc n New Tenant? ❑ - Yes ❑ - No wot War State Zip Day Telephone: c9tY0" 0 •30153" Company Name: `(CSt1\f5kon 41O.Ctn �+..CC Mailing Address: ' d�J 3 V ��(,•d SOf\ Vt . c�Gt"�'1 C sae Wok 98144 Ai , City State E-mail Address: 1111 A irk 1V� b& _ _ (U • ' Fax Number: 0114)00 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): • 1-10',1 UtNe Oeckt' riX130 6kvoe Mt.) kver scb tJ [ e4' Cc�csl e� PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: r ) Signature: gV<.i Date: -( a - I ; - /a Print Name: /'' Vk 11469:t06 `I h Day Telephone: 490% • ma- Vac Plan Permit App.doc 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2623049001 Site Address: 300 Andover Park West Suite Number: 450 Floor: 1St Tenant Name: Segale Spec Space Property Owner's Name: Segale Properties Mailing Address: PO Box 88028 Tukwila WA 98188 City State Zip New Tenant? 0 - Yes ❑ - No CONTACT PERSON -if there are questions about the submittal. Name: John Dacca Day Telephone: 253-284-3467 Company Name: Patriot Fire Protection, INC. Mailing Address: 2707 70th Ave E Tacoma WA 98424 Johnd@patriotfire.com City State Zip E-mail Address: Fax Number: 253-922-615 Valuation of Project (contractor's bid price): $ 2,000.00 Scope of Work (please provide detailed information): Add upright heads at roof deck for demising wall. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER,OR-AUTHORIZED AGENT: Signatuz Date: 3-20-Ni— Print ^2d-Ni- Print Name: \%fo 'P* cx A Day Telephone: 2C3- 28y'3y 61 - Plan Permit App.doc 5/14/10 TFD FP Form 8 4.43mai'144 SITE LOCATION Site Address: Tenant Name: Property Owner's Name: Mailing Address: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted:_ FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: !<J d 3(,J rfeo i% i\i(' er k ` i. Suite Number: 176.6 Floor: .[ TA D C4 f al I l �ner New Tenant? 0 - Yes 0 - No Sade ?ro erh'e5 P. c). sc x @(a$ Tovv.k1c, 1/.(a q i/V City State Zip CONTACT PERSON -if there are questions about the submittal. (j06V6-/ Day Telephone: O' SiTir WP61-1:W00tJ ALA`�l\Y 1 P5 , sec.\-t\e_ lc. City yv�m' i imc n ®tiY,tS�ln clam, Name: Company Name: Mailing Address: E-mail Address: Fax Number: G(/k, -3 9 e 74 Valuation of Project (contractor's bid price): $ f r j f Scope of Work (please provide detailed information):1en&n1- lin? FOU ernen# ASCI 3 ho rn /5 &dbe_5 f 1,6'frr)L, 1 pJ)l5 iu hon . Reese s py side c''oti-h kc/ors, 4/4 Zone & JJccf P RMJT APPLLCATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc `i�:/`l✓G�t �r�% /� Date: 6T -et -J 2 Mar k IU6 -1 bic n Day Telephone: Xb 3R -325 ir 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2623049001 Site Address: 300 Andover Park W Suite Number: - - - Floor: - - - Tenant Name: 5 -re -A44 ;L- RETANew Tenant? ❑ - Yes El - No Property Owner's Name: Segale Properties LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: John Dacca Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, INC. Mailing Address: 2707 70th Ave E Tacoma WA 98424 E-mail Address: johnd@patriotfire.com City State Zip Fax Number: 253-922-615 Valuation of Project (contractor's bid price): $ 750.00 Scope of Work (please provide detailed information): Add heads in new exit corridor. 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 OHORIZED AGENT: Signature: L — Q' /- Date: Y -O d 2 Print Name: .ie1/4 Day Telephone: '1-3 q U •- Z2ri v Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Total Wine 300 Andover Park W #500 Permit No.: 12-S-122 Date: June 12, 2012 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Segale Retail 300 Andover Park W Suite 450 Permit No.: 12-S-054 Date: March 26, 2012 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. • 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Strander Retail 300 Andover Park West Permit No.: 12-S-091 Date: May 7, 2012 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 '/Z.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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. CONFIDENTIAL FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CDE F Form: 1/22/01 G [WASHINGTONALARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT LCxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) Segale Retail -Suite 500 P.S. CONTROL PANEL AND MODULES 0 0 Silent Knight Power Supply SK5495 1 0.075 0.075 0.175 0.175 System Sensor Strobes 75cd SRK 1 0 0.158 0 System Sensor Horn/Strobes 75cd P2CR 1 0 0.157 0 Battery 12 VOLTS SLA -1075 2 0 0.235 0 System Sensor Horn/Strobes 185cd P2CRH 8 0 0.297 0 0 0 0 0 0 0 0 0 INITIATING DEVICES None powered by this panel 0 0 System Sensor Strobes 30cd SR 8 0 0.094 0 System Sensor Strobes 75cd SRK 1 0 0.158 0 System Sensor Horn/Strobes 75cd P2CR 1 0 0.157 0 System Sensor Horn/Strobes 135cd P2CRH 1 0 0.235 0 System Sensor Horn/Strobes 185cd P2CRH 8 0 0.297 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.853 0.083 0.576 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 1.800 1 0.5756 1 2.376 1.3 3.088 15AH (H) 0 System Sensor Strobes 30cd SR 8 0.094 0.752 System Sensor Strobes 75cd SRK 1 0.158 0.158 System Sensor Horn/Strobes 75cd P2CR 1 0.157 0.157 System Sensor Horn/Strobes 135cd P2CRH 1 0.235 0.235 System Sensor Horn/Strobes 185cd P2CRH 8 0.297 2.376 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.853 0.083 0.576 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 1.800 1 0.5756 1 2.376 1.3 3.088 15AH (H) r \. L.� SENSOR advanced ideas. advanced so!uflon & Job Name: SEGALE RETAIL -BUILDING ... SEGALE RETAIL SUITE 500-... 300 ANDOVER PARK W. -SUITE 500 TUKWILA, WA 98138 AHJ: TUKWILA FIRE DEPT Circuit Information Panel Name: SILENT KNIGHT 5495 Circuit Name: NAC #1 Starting Voltage: Starting Voltage = 20.4 Prepared By: Mark Mcllwain Washington Alarm Inc. 1253 S. Jackson Street Seattle, WA 98144 206-328-3288 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 98 98 19.326 Strobe SCRK 30 0.094 77 175 18.714 Strobe SCR 30 0.094 51 226 18.357 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 58 284 18.007 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 72 356 17.790 Total current/amps 1.079 Total Dist:356 voltage drop 2.610 6/11/2012 1 *^1 SYSTEM \,_,. SENSOR' advanced ideas. advanced solK Circuit Information Panel Name: SILENT KNIGHT 5495 Circuit Name: NAC #2 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Strobe SCR 30 0.094 26 26 20.177 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 54 80 19.765 Horn/Strobe PC2R 75 0.157 Temporal, Medium 73 153 19.428 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 49 202 19.280 Total current/amps 0.845 Total Dist:202 voltage drop 1.120 6/11/2012 2 6 -,Th �� SENSOR' advanced icleas advanced solutions. - Circuit Information Panel Name: SILENT KNIGHT 5495 Circuit Name: NAC #3 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Strobe SCR 30 0.094 146 146 19.40; Strobe SCR 30 0.094 15 161 19.312 Strobe SCR 30 0.094 15 176 19.24C Strobe SCR 30 0.094 31 207 19.11E Horn/Strobe PC2RH 185 0.297 Temporal, Medium 44 251 18.984 Total current/amps 0.673 ITotal Dist:251 voltage drop 1.41 6/11/2012 3 Th SYSTEM SENSOR" advanced ideas. adv aced solutions^ Circuit Information Panel Name: SILENT KNIGHT 5495 Circuit Name: NAC #4 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2RH 185 0.297 Temporal, Medium 177 177 18.4`, Strobe SRK 75 0.158 17 194 18.3: Horn/Strobe PC2RH 185 0.297 Temporal, Medium 69 263 17.8E Strobe SCR 30 0.094 54 317 17.7( Horn/Strobe PC2RH 135 0.235 Temporal, Medium 7 324 17.6E Total current/amps 1.081 Total Dist:324 voltage drop 2.7 6/11/2012 4 CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CD E F Form: 1/22/01 G NILDEVICE/ WASN I N GTONALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) Segale Retail -Suite 500 P.S. CONTROL PANEL AND MODULES 0 0 Silent Knight Power Supply SK5495 1 0.075 0.075 0.175 0.175 System Sensor Strobes 75cd SRK 2 0 0.158 0 System Sensor Horn/Strobes 75cd P2CR 1 0 0.176 0 Battery 12 VOLTS SLA -1075 2 0 0.235 0 System Sensor Horn/Strobes 185cd P2CRH 8 0 0.297 0 0 0 0 0 0 0 0 0 INITIATING DEVICES None powered by this panel 0 0 System Sensor Strobes 30cd SR 8 0 0.094 0 System Sensor Strobes 75cd SRK 2 0 0.158 0 System Sensor Horn/Strobes 75cd P2CR 1 0 0.176 0 System Sensor Horn/Strobes 135cd P2CRH 1 0 0.235 0 System Sensor Horn/Strobes 185cd P2CRH 8 0 0.297 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 4.030 0.083 0.576 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 1.800 0.5756 2.376 1.3 3.088 15AH (H) 0 System Sensor Strobes 30cd SR 8 0.094 0.752 System Sensor Strobes 75cd SRK 2 0.158 0.316 System Sensor Horn/Strobes 75cd P2CR 1 0.176 0.176 System Sensor Horn/Strobes 135cd P2CRH 1 0.235 0.235 System Sensor Horn/Strobes 185cd P2CRH 8 0.297 2.376 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 4.030 0.083 0.576 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 1.800 0.5756 2.376 1.3 3.088 15AH (H) SYSTEM SENSOR' advanced ideas. advanced solutions. - Job Name: SEGALE RETAIL -BUILDING ... SEGALE RETAIL SUITE 500-... 300 ANDOVER PARK W. -SUITE 500 TUKWILA, WA 98138 AHJ: TUKWILA FIRE DEPT Circuit Information Panel Name: SILENT KNIGHT 5495 Circuit Name: NAC #3 Starting Voltage: Starting Voltage = 20.4 Prepared By: Mark Mcllwain Washington Alarm Inc. 1253 S. Jackson Street Seattle, WA 98144 206-328-3288 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2RH 185 0.297 Temporal, High 172 172 18.126 Horn/Strobe PC2RH 185 0.297 Temporal, High 67 239 17.443 Horn/Strobe PC2RH 185 0.297 Temporal, High 47 286 17.105 Strobe SCR 30 0.094 11 297 17.060 Strobe SCRK 75 0.158 137 434 16.620 Strobe SCRK 75 0.158 28 462 16.575 Total current/amps 1.301 Total Dist:462 voltage drop 3.825 9/12/2012 1 SYSTEM `.� SENSOR' adwnced Ideas. advanced soutionsr Job Name: Segale Retail Center Segale Retail - Suite 450 300 Andover Park W. Tukwila, WA 98138 AHJ: Tukwila Fire Department Circuit Information Panel Name: Silent Knight 5495 Pow... Circuit Name: Suite 450 Starting Voltage: Starting Voltage = 20.4 Prepared By: Mark Mcllwain Washington Alarm Inc. 1253 S. Jackson Street Seattle, 98144 206-328-3288 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 13 13 20.289 Strobe SCR 110 0.202 28 41 20.111 Horn/Strobe PC2R 110 0.212 Temporal, High 67 108 19.823 Horn/Strobe PC2R 110 0.212 Temporal, High 57 165 19.700 Total current/amps 0.838 Total Dist:165 voltage drop 0.700 5/1/2012 1 CONFIDENTIAL A WASHINGTON ALARM Retail Cntr-P.S. FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CDE F Form: 1/22/01 G NU& ALARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) CONTROL PANEL AND MODULES 0 0 Silent Knight Power Supply SK5495 1 0.075 0.075 0.175 0.175 System Sensor 110cd Horn/Strobe P2R 1 0 0.212 0 System Sensor 135cd Horn/Strobe P2CR 2 0 0.245 0 Battery 12 VOLTS SLA -1075 2 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES None powered by this panel 0 0 System Sensor Strobes SR 1 0 0.202 0 System Sensor 110cd Horn/Strobe P2R 1 0 0.212 0 System Sensor 135cd Horn/Strobe P2CR 2 0 0.245 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 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 1.079 0.083 0.576 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 1.800 1 0.5756 2.376 1.3 3.088 15AH (H) 0 System Sensor Strobes SR 1 0.202 0.202 System Sensor 110cd Horn/Strobe P2R 1 0.212 0.212 System Sensor 135cd Horn/Strobe P2CR 2 0.245 0.49 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 1.079 0.083 0.576 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 1.800 1 0.5756 2.376 1.3 3.088 15AH (H) Seismic Bracing Calculations Project: Total Wine TI Contractor: Archer Construction Address:: 300 Andover Park W, Ste 500 Address:: 7855 South 206th St Kent, WA 98032 Tukwila, WA 98188 Phone: (253) 872-7222 FAX: (253) 872-7277 Brace Information Seismic Brace Attachments Length of Brace: 7'-0 Structure Attachment Fitting or Tension-only Bracing System Make: Tolco Inc Model: (Fig. 980) Universal Swivel Sway Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: P7651b Ooz Adjusted Load Rating:19551b 71/4oz Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model: (Fig. 4B) Pipe Clamp for Sway Bracing Least Radius of Gyration:* 0.42" L/R Value:* 200 Listed Load Rating: 6601b Ooz Adjusted Load Rating:4661b 121/4oz Maximum Horizontal Load: 17351b Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) (Fig. 48) Pipe Clamp for Sway Bracing Fastener Information Orientation of Connecting Surface: NFPA Type "B" (Fig. 980) Universal Swivel Attachment Sway Brace x 5 Machine (Hex) Bolt (Fig. 980) Universal Swivel Sway Brace Attachment • 1 Pipe, Schedule 40 • Fastener Construction Type: Steel Type: Machine (Hex) Bolt Size: 1/2x5 Maximum Load: 20501b Ooz Brace Identification Number: SB-A I' (to be shown on plan) Longitudinal Brace Diameter Description Unit Quantity Quantity Unit Weight Wp Total Weight 3 Pipe, Eddy Flow (BMT) 40'-0 40'-0 7Ib 1oz 0.6 1691b 10oz Total Weight 1691b 10oz Fp x1.15 1951b 1oz .00n. tae. 4RC '`C CertiRiar 4k,• i Co eIh. 11 s1 3 Theod 'rt \1 paean .„It to fi a 1 `64 O% to99, "b•l ti ``'!%. y CTk4n t% t' c e4'oap Deo b M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 6/4/2012 9:23:45AM Page 1 Job Number: S12-039 Report Description: Ordinary Group II - Wine Education -:��'°d` �.&• J' Job Number S12-039 Design Engineer Ted Queen Job Name: Total Wine TI State Certification/License Number Address 1 300 Andover Park W, Ste 500 AHJ Address 2 Tukwila, WA 98188 Job Slte/Bullding Address 3 Drawing Name S12-039 Total Wine Plan.cad �fJ` w�;;��, a3�a�.P'+ �✓�,'>; �--: '�.., s'�•-�,*Y :?:'��.... ., - �� ;e�`�r»,`�, ka,.P ,Fcr.��� - V . F! :;..: m.¢..;: Most Demanding Sprinkler Data 11.2 K -Factor 65.00 at 33.681 Occupancy Ordinary Group II - Wine Education Job Suffix Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1544.13ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinklers Calculated 8 Coverage Per Sprinkler 324.00ft2 faction. IOC, 44C C T 3 ? °� •4' Gt3ie Cr►Iift, 0 off` o.. ., a I reod, t - !Il�� r QBE t/��.i.S. • a Ire Ve Y/ �( ,4;45 te •i e. , i 1r d 7A Total Hose Streams 250.00 System Flow Demand 480.94 Total Water Required (Including Hose Allowance) 730.94 Maximum Pressure Unbalance In Loops 0.000 a�4tri'/°•Sprinkkt CS 1 °tin DeCtinbC� �` Maximum Velocity Above Ground 23.04 between nodes 14 and 106 Maximum Velocity Under Ground Volume capacity of Wet Pipes 2668.O6gal Volume capacity of Dry Pipes N/A, ���3RRR Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (Ps) 1 250.00 135.000 76.000 1 2428.24 128.599 1 730.94 101.002 27.597 �%6, 5� S` .¢�wi+9 :- Gant 'x. Contractor Number 22 Contact Name Contact lltle Name of Contractor: Archer Construction Phone (253) 872-7222 Extension Address 1 7855 South 206th St FAX (253) 872-7277 Address 2 Kent, WA 98032 E-mail Address 3 Web -Site (/ © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 06/04/2012 8:35:02AM Page 1 111 Job Number: S12-039 Report Description: Ordinary Group II - Wine Education Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 101 65.33 65.00 11.2 34.020 Sprinkler 102 65.54 65.00 11.2 34.242 E Sprinkler 103 65.00 65.00 11.2 33.681 Sprinkler 104 65.21 65.00 11.2 33.900 Sprinkler 105 65.93 65.00 11.2 34.653 Sprinkler 106 66.15 65.00 11.2 34.883 Sprinkler 107 43.93 28.55 5.6 61.540 Sprinkler 108 43.86 28.55 5.6 61.336 c Most Demanding Sprinkler Data y (bh ©M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 06/04/2012 8:35: age 8�9 Job Number: S12-039 Report Description: Ordinary Group! - Wine Education Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 2'-9 S 101.002 480.94 101 10'-0 Spr(-34.020), fd(28'-0) 34.020 65.33 102 10'-0 Spr(-34.242), fd(28'-0) 34.242 65.54 103 10'-0 Spr(-33.681), fd(28'-0) 33.681 65.00 104 10'-0 Spr(-33.900), fd(28'-0) 33.900 65.2' 105 10'-0 Spr(-34.653), fd(28'-0) 34.653 65.93 106 10'-0 Spr(-34.883), fd(28'-0) 34.883 66.15 107 10'-0 Spr(-61.540), fd(39'-0) 61.540 43.93 108 10'-0 Spr(-61.336), fd(39'-0) 61.336 43.86 5 26-8% PO(5'-0) 90.447 6 26-8% PO(5'-0) 90.430 7 26-8% PO(14'-8) 90.357 8 28'-2 PO(13'-7%) 87.650 9 26-8% PO(14'-8) 90.344 10 30'-4 PO(13'-7'/%) 86.481 11 26-8% PO(14'-8) 90.342 12 29'-8 PO(13'-7%Z) 86.831 13 28'-2 PO(5'-0) 82.611 14 28'-2 PO(5'-0) 83.185 15 30'-4 PO(5'-0) 81.573 16 30'-4 PO(5'-0) 82.132 17 29'-8 PO(5'-0) 81.877 18 29'-8 PO(5'-0) 82.440 © M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 06/04/2012 8:35:05AM Page 3 Job Number: S12-039 Report Description: Ordinary Group II - Wine Education 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 1.0830 65.00 22.64 120 0.986058 20-6 Pf 56.707 103 10'-0 65.00 11.2 33.681 Sprinkler, 37'-0 Pe -8.815 15 30-4 81.573 2E(2'-0), PO(5'-0), fd(28'-0) 57'-6 Pv BL 2.2030 65.00 5.47 120 0.031050 18'-0 Pf 0.559 15 30-4 81.573 Pe 16 30-4 82.132 18'-0 Pv BL 2.2030 130.21 10.96 120 0.112271 25-1 Pf 4.348 16 30-4 65.21 82.132 Flow (q) from Route 2 13'-7'/2 Pe 10 30-4 86.481 PO(13'-7'/2) 38'-9 Pv RN 2.1540 130.21 11.46 120 0.125269 3'-7% Pf 2.292 10 30'-4 86.481 14'-8 Pe 1.572 9 26'-8%2 90.344 PO(14'-8) 18'-3% Pv CM 8.2490 261.08 1.57 120 0.000656 20-0 Pf 0.013 9 26'-8%2 130.86 90.344 Flow (q) from Route 3 Pe 7 26'-8% 90.357 20-0 Pv CM 8.2490 393.16 2.36 120 0.001399 31'-3 Pf 0.073 7 26-8'% 132.08 90.357 Flow (q) from Route 5 21'-1% Pe 6 26'-8'/z 90.430 E(21'-1%) 52'-4% Pv CM 8.2490 437.01 2.62 120 0.001701 10-0 Pf 0.017 6 26'-8'h 43.86 90.430 Flow (q) from Route 7 Pe 5 26'-8'% 90.447 10-0 Pv CM 8.2490 480.94 2.89 120 0.002031 47-7 Pf 0.168 5 26'-8'/2 90.447 Supply, 35-3 Pe 10.387 1 2'-9 101.002 E(21'-1%), BV(14'-1), S 82'-9% Pv 250.00 Hose Allowance At Source 1 730.94 w Route 2 BL 1.0830 65.21 22.71 120 0.991980 20-6 Pf 57.047 104 10-0 65.21 11.2 33.900 Sprinkler, 37'-0 Pe -8.815 16 30-4 82.132 2E(2'-0), PO(5-0), fd(28'-0) 57-6 Pv v Route 3 BL 1.0830 65.33 22.75 120 0.995219 19'-8 Pf 56.383 101 10-0 65.33 11.2 34.020 Sprinkler, 37'-0 Pe -8.526 17 29'-8 81.877 2E(2'-0), PO(5-0), fd(28'-0) 56'-8 Pv BL 2.2030 65.33 5.50 120 0.031339 18'-0 Pf 0.564 17 29'-8 81.877 Pe 18 29'-8 82.440 18'-0 Pv BL 2.2030 130.86 11.01 120 0.113317 25-1 Pf 4.390 18 29'-8 65.54 82.440 Flow (q) from Route 4 13'-7'/ Pe 12 29'-8 86.831 PO (13'-7%) 38'-9 Pv RN 2.1540 130.86 11.52 120 0.126436 2'-11'/2 Pf 2.229 12 29'-8 86.831 14'-8 Pe 1.283 11 26'-8%2 90.342 PO(14'-8) 17'-7% Pv CM 8.2490 130.86 0.79 120 0.000183 10-0 Pf 0.002 11 26'-8'/2 90.342 Pe 9 26-8%2 90.344 10-0 Pv a Route 4 BL 1.0830 65.54 22.83 120 1.001241 19'-8 Pf 56.724 102 10'-0 65.54 11.2 34.242 Sprinkler, 37-0 Pe -8.526 18 29'-8 82.440 2E(2'-0), PO(5'-0), fd(28'-0) 56'-8 Pv v Route 5 BL 1.0830 65.93 22.96 120 1.012333 18'-2 Pf 55.834 105 10'-0 65.93 11.2 34.653 Sprinkler, 37'-0 Pe -7.876 13 28'-2 82.611 2E(2'-0), PO(5'-0), fd(28'-0) 55-2 Pv BL 2.2030 65.93 5.55 120 0.031877 18'-0 Pf 0.574 13 28'-2 82.611 Pe 14 28'-2 83.185 18'-0 Pv BL 2.2030 132.08 11.12 120 0.115271 25-1 Pf 4.466 14 28'-2 66.15 83.185 Flow (q) from Route 6 13'-7% Pe 8 28'-2 87.650 PO(13'-7%2) 38'-9 Pv RN 2.1540 132.08 11.63 120 0.128616 1'-5% Pf 2.074 8 28'-2 87.650 14'-8 Pe 0.632 7 26'-8'/2 90.357 PO(14'-8) 16'-1% Pv w Route 6 BL 1.0830 66.15 23.04 120 1.018556 18'-2 Pf 56.177 106 10'-0 66.15 11.2 34.883 Sprinkler, 37-0 Pe -7.876 14 28'-2 83.185 2E(2'-0), PO(5'-0), fd(28'-0) 55-2 Pv w Route 7 BL 1.0830 43.86 15.27 120 0.476209 18'-3'/2 Pf 36.338 108 10'-0 43.86 5.6 61.336 Sprinkler, 58'-0 Pe -7.244 (dS © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 06/04/2012 8:35:07AM Page 4 Job Number: S12-039 Report Description: Ordinary Group II - Wine Education Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream 6 26-8Y2 90.430 2E(2'-0), T(5'-0), C(5'-0), PO(5'-0), fd(39'-0) 76-3% Pv = Route 8 BL 1.0830 43.93 15.30 120 0.477672 17-8 58'-0 75'-8 Pf 36.151 Pe -7.244 Pv 107 10'-0 43.93 5.6 61.540 Sprinkler, 5 26-8Y2 90.447 2E(2'-0), T(5'-0), C(5'-0), PO(5'-0), fd(39'-0) q ,p 47000-4. «$ v.+:�x+.�� ,sm,;,a $,zie Eb.d. Y.�2. Actual Inside Diameter 4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor t 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 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%° 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. AutoSPRINKO VR8 v8.1.11 06/04/2012 8:35:07AM Page 5 150 135 120 105 90 Q LIE 75 60 45 30 15 0 0250 500 750 Supply at Node 1 Job Number: S12-039 Report Description: Ordinary Group II - Wine Education Static Pressure 135.000 480_94 101.002 730.94 with hose streams 2428.24 @ 76.000 System demand curve uw11 1111111 (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 111111111 11111111 I 1 I I I I I 1 I I 1000 1250 1500 1750 Water flow, gpm 2000 2250 2500 Hydraulic Graph Supply at Node 1 Static: Pressure 135.000 Residual: Pressure 76.000 @ 2428.24 Available Pressure at Time of Test 128.599 @ 730.94 System Demand 101.002 @ 480.94 System Demand (Inducing Hose Allowance et Source) 101.002 @ 730.94 b/ © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 06/04/2012 8:35:09AM Page 6 04/01/2015 14:52 2538572312 April 1, 2015 EMERALD FIRE LLC PAGE 02/06 EMERALD FIRE, LLC Fire Sprinkler Specialists 11021 Cramer Road KPN, Gig Harbor, Washington 98329 Ph (253) 857-2056 — Fax (253) 857-2312 Tukwila Fire Department 6300 Southcenter Blvd Suite 209 Tukwila WA 98188 'fie Attention: Whom It May Concern Reference: Barnes & Noble #2607, 300 Andover Park West, Tukwila WA 98188 Emerald Fire has been contracted to replace the Central Omega recalled sprinklers at the above site. This work is scheduled to be started this evening 4/1/15 and to be completed on Friday 4/3/15. Included is the data spec sheet for the new sprinkler heads being installed. If you have any questions regarding please give me a call,, Sincerely, Angie Voelpel •tcasz,. ccrl 206-573-t.,C Lnd 3 v this i'll's Permit V.O. 15-S-oLi in (4-l8awg) ZN:109 RTU #6 To FAQ' RTU #8 AQ' (4-18awg; Out k Back RTU #6 1�1 75CD WALK-IN ROWLER COOLE?. Area of W rk Humidor 30CD Count Rm 185CD 135CD SCALE IS $'=1' iJJ Out & Back 75CD WALK-IN GROWLER COOLER SCALE IS 4'=1' FIRE ALARM SYMBOL LEGEND FACP FPS DUCT Reser O DUCT DMP XR-200 FIRE ALARM CONTROL PANEL SILENT KNIGHT 5495 POWER SUPPLY DMP 711 ZONE EXPANDER EDWARDS G270 MANUAL PULL SYSTEM SENSOR RTS151 W/KEY DUCT DETECTOR RESET DUCT SMOKE DETECTOR PC2R CEILING HORN/STROBE ® SR STROBE END OF LINE RESISTORS NIMM 910 WASH 1 NGTONALARM SCOPE OF WORK: T.I. suite 500. Add weatherproof strobe to new beer growler cooler. Connect to nearest notification device. Riser diagram showing devices to be added to the power supply by this permit. To Central Station. RJ 31X RJ 31Xf — Dedicated 110v power outlet. FACP /—\ \o/ Ground per NEC Standards. FPS Ground per NEC Standards. • • ;d•am • .\0/.4 /\ Dedicated 110v power 0 outlet. • \o/ O -0-0 /_ EOL 471, c2 \o/ 0 /O\ New. O/ /\ EOL n ' _� C 1\IAi EOL ❑ Without Cornm' nts ❑ As Noted ❑ Per The Attzc - t Letter These pians have beer r,_ve.,,,,,R : = Tukwila Fire Prevention Bureau fos czn`c: i _..... current City standards. Acceptance 5 ='ror$ and omissions which do noc '.:t:.�s o is- ....=:ij ,s of adopted standards and ord riar.c_ r:-= i :- ,-cgris : li y for the - adequacy of design reszzi r e designer. Additions, deletions or revisit z w ct a ,e drawings after this date will void tt;.i a _cept ncc a ,.Ai require a resubmittal of revised rtrawin s k ut,sequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: c1. / I a-- By: Si i 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-witi result in a Re -inspection Fee and termination of the testing; TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /2- -F- ,c=,"•( and exact address for shut- down hutdown or restoration approval. FELE pRlD SEP 13 2012 TUKWILA FIRE 4/-27/T tov. WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8959 Designed by: Ryan Aal Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 09/12/2012 PERMIT SET FIRE ALARM SCOPE OF WORK: T.I. suite 500. Remove six "supply" side duct detectors. Add reset switches for remaining six "return" side duct detectors. Add reset switches and connect to two new duct detctors. Add 10 horn/strobes and 9 strobes. Add 4 manual pull stations. FIRE ALA'Hi OL LEGEND FACP FPS DUCT RESET \A EOL EOL ak Q 4.;k Q DMP XR-200 FIRE ALARM CONTROL PANEL SILENT KNIGHT 5495 POWER SUPPLY DMP 711 ZONE EXPANDER EDWARDS G270 MANUAL PULL SYSTEM SENSOR RTS151 W/KEY DUCT DETECTOR RESET DUCT SMOKE DETECTOR PC2R CEILING HORN/STROBE SR STROBE END • O F Lel SISTOR� WASHINGTONALARM = t' : t.:; is rte: plans have , . dThE Tukwila Fire 'r vEr do l Buri .... = i cur(cnt City ndards. Acte :. Fnd ,;is coals Whig) :. c -of adopted .andards and t1 .S for the editions, d .,c:., iris after l Is date willV^IU a c ?± r ,, `!i�•e a .submittal of re't. L' ,., approval. ,'nal acceptance is sl.rb3nc:� :.!: and inspection by I t ;e Tukwila Fire Prevenvo:l Date: c �( 1-1) ey: I ¥I-9 hof alp -a,1-1 dove, rseriace S �a 5wr�.�# L 1, ; ,615ore 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, FILE Riser diagram showing devices connected to to be added to FACP & New power supply by this permit. DUCT RESET Two new ducts to be added to exising zone onFACP Ducts -suite 500.1 DUCT EC DUCT RESET DUCT DUCT RESET DUCT DUCT RESET DUCT Added to existing zone on FACP Pul sSuite 500. TUKWILA FRE DEPARTMENT P ea e call 205-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. DUCT RESET DUCT DUCT RESET DUCT DUCT RESET DUCT DUCT RESET DUCT 711 711 Dedicated 110v power outlet. 0 FACP 0 Ground per NEC Standards. FPS Ground per NEC Standards. Dedicated 110v power outlet. NAC #1 NAC #2 NAC #3 NAC #4 co Lo W Lll H ~ W Cal) U w J z immiq Q ~ J cC FirM. W LIJ J ~ C'3 H wu Cf) WASHINGTON ALA1M INC. 1253 S. Jackson . Street Seattle, WA. 98144 Job # 8722 Designed by: Daniel Eastvold- Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 06/12/2012 PERMIT SET FIRE ALARM PAID T'afOr FAfl 0 _scc,L, '73 ? L 11.E WINE CLEAN LIP RM Y s 0 s 30CD 185CD Server Rm D CT 75CD WINE EDUCATION ROOM 0 WINE DEMONSTRATION ❑ DLCT SALES FLOOR DUCT 185CD 0 0 D f7 MOFIRM 30CD 0 30CD MENS RM (�1 0 0 1 :� 30CD BREAK RM NAC #3 • 11011.1411 185CD A TAC #1 Fine Wine Coo kJ 30CD Customer Service 30CD Entry Vestibule C) rr CT (vg 75CD ti RECE WALK-IN BEER COOER 30CD Count Rm 185CD 185CD 0 0 WASH I NGTONALARM WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8722 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 06/12/2012 PERMIT SET FIRE ALARM FA -2 135CD Remove supply side detector. Suite 4 0 Remove supply side detector. 135CD DUCT RESET FIRE ALARM SYMBOL LEGEND DMP XR-200 FIRE ALARM CONTROL PANEL SILENT KNIGHT 5495 POWER SUPPLY DMP 711 ZONE EXPANDER EDWARDS G270 MANUAL PULL SCOPE OF WORK: T.I. suite 450. Remove two "supply" side duct detectors. Add reset switch for remaining duct detector. Fa 1 `E - Add 3 horn/strobes and 1 strobe. Add pull station. 0 Without Comments As Noted in Red 0 Per The Attached Letter Riser diagram showing new devices connected to FACP & powers pry t These plans J. been reviev,,ed by Tile Tukwila Fire mance with current City SYSTEM SENSOR RTS151 W/KEY DUCT DETECTOR RESET DUCT SMOKE DETECTOR 110CD PC2R CEILING HORN/STROBE New zone on FACP Pull -Suite 450. 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 he test,nge 7anciata is ubiect to errors and :.,missions which n:. ti; thorize violations of adopted tandaras and orcin =..ries. The responsibility for the adequacy of dc:slqn esi:: totally with the designer. Additions, de:le:Jot-;s :c r e-iisions to these drawings after this date will vod tip is :eptarice and will require a resubmittal of revised i -a win,3s For subsequent approval. Final acceptance is subject to Feld test and inspection by The Tukwila Fire Prevention Bureau. Date: - i �' By: SCALE IS 8'=1' SR STROBE END OF LINE RESISTORS Dedicated 110v power outlet. 0 °� Dedicated 110v power 0 outlet. Ground per NEC Standards. Ground per NEC Standards. PAID MAY -z 2012 Ci C1) coM 13C wo Wrn H � � Z Ism YO U W <CCLill � Ismin- az Lit can < > < I--- 0 w • IX I-4 < w � CD I—I M C3 H W Cf) TUKWILA FIRE DEPARTMENT Please call 206-!,115-1407 and give this Fire Permit No. and exact address for shut- down or restoration approval. WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 8690 Designed by: Daniel Eastvold Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE 04/27/2012 DESCRIPTION PERMIT SET FIRE ALARM FA -1 FIRE; • l 1. J L STRANGER BLVD 8" D I 2., F I At. HYD -c 4," 65/ C D 51. Carl" ELtiiC..I'I;K. Q1<LL 54: AREA OF NEW WOR 5,51Ef>1 RETAIL. frREA FIRE II DRAM 1 FIRL. HYC RtsF11 01.... 41..0101. MI* It" Q1 SITE PLAN SCALE: 1" = 60'-0" • INSIDE EDGE pI F . PAR -0110N I..r''ALt_ • .00101111111. le DI 01.......... 41.01.. J caP' RISER ROOM PLAN VIEW ,CAL E 't r 1.0 EXISTING RISER DETAILS (FOR REFERENCE ONLY) 1 SCALE: 1" = 60'-0" LEGEND ES Z.000 DCA COLD 5TYLL) B K FLOW P'E ev . iiTi OR ,. 'l TAMPER Swi tCIryC 2. $"" Vic FLANGE. 3 to x 'VIG CO CEN TRIG Its" (tC 5 PIPS ,vIN DS., ,t ' 6 '"" MULL -E1 1 its V ,L E.�.* "�"'", 'L,/ALL P..1. I `rAMPEI 7 PRESSURE RELLEY li�rT EyFi. 1 I' OR.E' % Vf*4.VE. g I. I Masi'' C.-TC)R'..S 1"E+5 VP . 10 ‘,..,m,:rEsk FLOW IND lc- ATOP. 1% S" 1013 OUT -MA 'FL.q vp LVE tit 1-0 V'I Tf VL1t 7c3 1:›4J'C'C Est. FL ^ VPI.vlr. 11 FIFE 31" f l'"1 DS a 1t{ ELC C..f ft,,1(. BELL 6- 15 +t'' M.41,411.1, PG Ctlecirc VAL.VR 16 S'' ST.ORZ. FDC. Down 22 u FI ESSUR,E; Grfsuc SCALE: N.T.S. DATE REVISIONS DESCRIPTION HANGERS BY A BEAM CLAMP W/ RETAINING STRAP - B—SIDE BEAM BRACKET C—EYE SOCKET -D—NUT & PLATE WASHER -E—KWIK-BOLT -F HDI -P -G—SAMMYSIDEWINDER -H—SAMMY SUPERSCREW -J—COACH SCREW ROD -R—CEILING FLANGE -1.—U-HOOK -M—SHORT STRAP `N—WALL BRACKE P TRAPEZE R4 R rAINIAIrot D BACKFL..OW PET ) �L'ptLE HYDRAULIC DESIGN INFORMATION firiv Ora 11+ ► CI :RIM; Lk ! r4 -`111 1i11 x IPI out 1 1`I tr. ABBREVIATIONS * FF (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR * BB BOTTOM OF BEAM * TB TOP OF BEAM * TS TOP OF STEEL / BOTTOM OF DECK CTS CUT TO SUIT FO FIELD ORDER IFOW INSIDE FACE OF WALL OFOW OUTSIDE FACE OF WALL NAS NO AUTO. SPRINKLERS UNO UNLESS NOTED OTHERWISE -i— RIGID COUPLING —I— FLEXIBLE COUPLING WATERFLOW INFORMATION STATIC 135 PSI RISER DETAIL P,41- E 1C.. 1.0 NEW SSU A A f .. ,phi' N*u, TACH )/ � puC^«A t`4/ »ru..•:INs ...... h ��+..... AFM— `•%i7d C, 3 SF=" Ck, S IVO . S-ua PrAf:1:0 AT G a. EXISTING SSU NEW SNAP TEE CO N NEW DRY SSP BUILDING SECTION SCALE: N.T.S. SCOPE OF WORK: ARCHER CONSTRUCTION WILL MODIFY THE EXISTING FIRE SPRINKLER SYSTEM TO ACCOMODATE THE NEW T.I. CEILING AND WALL LAYOUT AS SHOWN ON THESE PLANS. ARCHER START POINT IS AT CONNECTION TO EXISTING OVERHEAD PIPE. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS 1. TAXES OF ANY TYPE. 1(' 4 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 7. NO MODIFICATIONS OR ALTERATION TO THE EXISTING FIRE SPRINKLER SYSTEM PIPING, HANGERS/SUPPORTS AND EARTH QUAKE BRACING (EXCEPT AS SHOWN). k*c DESIGN CRITERIA: PER NFPA 13 (2010) & THE TUKWILA FIRE DEPT. EXISTING OVERHEAD STORAGE: STORAGE - .39/5600 (PER SPRINKLER AS -BUILT) NEW FREEZERS/COOLERS/WINE EDUCATION ROOM: MERCHANTILE - OH(2) - .2/1500 0 a Without Comments As Noted in Red Per The Acached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for r;3nformance with current City st'..ndards. Accor :Jive 11 t-"_,b•iecl to errors and o;;,issions which do , toL +tt h n Ize violations of adopted st }ndards and ordiminces. The responsibility for the adequacy of desi9: ; rests. got ey with the designer. Additions, deleton:- c>.-. to these drawings after this date will void Vois iiccep.wrice a�,'d 'rill require a resubmittal of revised dr v Ings 'ter suo equent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burau. Date: 6-6- -1.) By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. PD - and exact address for shut dl ,t l ; or r..aLtoration approval. Fatt�.y Fun ps enter &. I +i. girlkle'r -Tukwila Amtrak Tukx«ail #ail at I'SauTh oun 1`S th .Si VICINITY MAP SCALE: N.T.S. SCALE: N.T.S. SITE PLAN RESIDUAL 76 PSI GPM FLOWING 2428 GPM DATE & TIME PER: STATIC IS MINIMUM PRESSURE SHOWN ON R SER GAUGES AT TIME OF DESIGN. RESIDUAL AND FLOW ARE FROM RISER PLACARD. @@Eg4L2T@VD,CD 0 O IG Total Wine 11 300 Andover Park W, Ste 500 Tukwila, WA 98188 FIRE SPRINKLER DIVISION 7855 S 206TH STREET. KENT. WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: Segale Properties LLC PHONE: 206-396-2011 FAX: PAID - o 2012 SHEET TITLE PERMIT NO: - JOB NO: S12-029 AUTHORITY: TUKWILA FIRE DEPT TUKWILA FIRE DESIGNER: TED QUEEN SCALE: VARIES DATE: 6"4-12 REVISED / / PLOTTED // FP 1 OF2 ........... ............... I -� ,. I '.. /BREAK ROOM o q 9.0 rH ........... ............... I n /BREAK ROOM o q /BREAK ROOM o q 9.0 rH _ ...... _._..... /9 b8 1O-Q'CH1 ) 2 _ 2 L'J L -J ) ( L -J 2 r., 2 2 L'J ) C L'J r., L -J r., L -J 2 2 2 ) ( L'J ? r_, ( L -J ) r., L'J --0— —I 2 r L'J r., L -J r 2 4' ECL•J 0 EXIT S ORRIDOR--. 9'- GWB 1 EC �1 2 1 2 2 2 r., L'J 2 r., LLJ 2 2 r., 2 L•J 2 r, 2 L'J r., L'J ✓ ., L'J L'J 2 1 1 L'JL' J 1 1 2 L'J 2 r., 2 2 r. L L'f Oi 2 U0 =N 2 2 2 LSJ r;."+-4 rn Lv-1f• EC -1- L'JT 2 2 r., L'J r•, L'J r., L•J L -J 2 2 LJ 2 r., 2 L'J 2 r., 2 L'J 2 2 r, 2 L'J ✓ _, L'J r., LL r., L'J r_, L'J L'J r., L'J J SCOPE OF WORK PARTIAL FLOOR PLAN SCALE: 1/8"=1'-0"4 SCOPE OF WORK 1. ADD HEADS IN EXIT CORRIDOR. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. :=o; = EXISTING SPRINKLER HEADS. O Without Comments C! As Noted in Rad ( Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'revention Bureau ro.- %rtfornar ce with current City :tandards. Acceo_ance is subj :ct to errors and omissions which o ,yo;_ utr:orize violations of adopted :tandards and ord-:,cc:. The responsibility for the -adequacy of des;_ : w_ totally with rile designer. Additions, defer oi-IF ;7-;vilons to these drawings after this date will voids r;:; •c'.eptarlce and will require a resubmittal of re is::o drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S - 7-(d- By: Air- 7 i TUKWILA FIRE DEPARTMENT Please call 200-575-4407 and give this Fire Permit No. s- and exact address for shut- down or restoration approval. AREA OF WORK SPRINKL R ROOM KEY PLAN SCALE: NTS PAID HAY -1 2012 TUKWILA FIRE rrifl� HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U 1 5/8" UNISTRUT V W X Z STATE CERTIFICATION SPRINKLER LEGEND Cad MC. 4 . SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT w N 1- h �+O 1 5 3 7 1 O 1 /2" c ��x. �.tfl,w "4% 2 16 8 16 2 SPRAY O t" " I �rr1<2W�y 4 32 SPRAY a 1" sti 1 3 7 1® 1/2" ,.- `+,Jdt4rougb 2 8 16 2 SIDEWALL De44 moi`'` O j2 1" - DRY TYPE " 1 -•"--).- 2 - WAY EARTHQUAKE BRACE TEMP RATING SPRINKLERS UP AND DOWN z a 1 Om 1 z z >- 4- WAY EARTHQUAKE BRACE 0 165° a O NO a 0 - - 212° 1/2" 1" STRUCTURE TO CENTER LINE OF PIPE IN INCHES 286 ° 1" /� \YJ 1/2" FITTING LEGEND 350° 1" 4 1" O coo° P PIPE -0 -LET 1/2" (D 1/2" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY 0 RELIABLE F1FR RECESSED 1/2 1/2 CHM CHROME 155 5 TOTAL 5 QUAUTY CONTROL BY JOHN DACCA DATE 3-20-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED 8Y OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER CITY OF TUKWILA & NFPA 13. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACTSEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: STRANDER RETAIL CORRIDOR STRANDER RETAIL BUILDING 300 ANDOVER PARK WEST TUKWILA, WA 98188 STEVE NELSON 206-575-2000 WWW.PATRIOTFIRE.COM pmR OTPATRIFP099CF johndOpotriotfire.com a1 1,INs e 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 4-30-12 F D 1 JOB NO. 12-14880 1 OF 1 )r-, L'J 21/1 ) ri L -J 2114 r.1 L -J r.n L J 2114 r.n L'J 21/2 21/2 r.t L'J 21/2 r. 21/1 LLI r.1 L'J 2 21/ r. -J L'J 21/1 r.n L'J Ml L'J r." L -J 21/ r.n L'J 2111 MI L'J 2 21/2 2 r'] 2 L'J L 2 2 L'J L'J 2 2 L'J L -J 2 r.21 2 L1J Lti 1t— 2 r . 2 LL l'J 2 LI 2 l'J L11 l'J 1 I L'J 2 L'J r.� L'J r.n L'J r." L'J r., L'J r.n L'J r.n L -J r.n L'J L'J L'J r.� L•J 21 2Y 21/ r.� L -J r.i L'J r.n L'J 21 L'J 21/ 21/1 21/2 21 L'J r_n L'J r." L'J r_n L'J 21/ r., 212 LL1 21/ r. 21/1 L'J 21/2 21/2 r.n L'J r.n L'J r." L'J i 21/ -I1 • -i.; 2V _12 2i L'J • r." L"J 21/ mn L"J - 21 r, 21/ L v -I -lo 21 r_� 21/ ��'/ 21/ r� 2111 r." 21/2 r."1 21 r.n j L'J L'J L'J L'J 21/ r� 212 l J 2112 rn 21/ L'J 212 r.� 22 r.n 21/ r J 21/2 21/ r.i L'J L'J L'J L•J r.i L'J ✓ ." L'J ✓ ." L -J 2 2 2 2114 r.n L•J r_n L"J 21 r.� 21/2 L' t 2 2 MI L'J MI L'J ✓ .i L'J ✓ _n L'J -lo -lo 21 1g-�4;1-2112 11J a _ 21 r ;_ jiij 21/2 • r.n L'J r., L J 21/2 21/1 i i 212 L'J 21/ r.i L'J r.� 2 r� 2 L"J L11 L J 2 r� 2 L'J r.n 2 r� 2 r� 2 L'J -I1 2½__ 1;i121 l -J • L J :21/ 21 21 121/2 0 r_ t 21/ L -J r.� 21/1 L'J ✓ ." L'J r_" L J r_ 1 L"J ✓ ." L'J 212 21/ 212 r_� 21/ L'J 21/ L'J r.n L'J 2 L -J 2 r� 2 2 L'J L'J r. L' - 2 Ml L'J r_n L'J r.n L'J r., L'J 2 2 2 2 2 2 r� 2 L'J l'J 2 L'J r." l -J L -J L'J r.� L'J r.i L'J 2 2 2 2 2 r.i L'J r.1 uv r_n L'J 21 r.� L J r.� 2 L -J L'J r.� 2 Lll VJ r.� 2 rn L'J L'J E J 2 r.i L"J L'J 2 L J L -J r." 2 r� 2 r_J 2 r_n 2_ r., 2r_� 2 �� 2 L'J LJ LJ L'J L'J LJ ✓ _" 2 r� 2 r� 2 r_n 2 r." 2 r., 2 r� 2 r. J L'J LJ LJ L'J L"J L.J LJ L'J L▪ 'J MI L'J 2 r� 2 r� 2 2 r_n L'J L'J L'J L -J 2 2 2 2 L -J L'J L'J L -J PARTIAL FLOOR PLAN SCALE: 1/8"=1'-0"4 r.i L'J r.� L'J 2 2 r.i 2 .� L'I L'J • Without Comments O As Noted in Red gr Per The -Attached Letter 'se plans have been reviewed by The Tukwila Fire --ention Bureau f conformance with current City .r ards. Ac_c p e is subject to errors and =Ions which Co nest authorize violations of adopted dards and r rein nces. The responsibility for the quecy of des jr ;est totally with the designer. -`tions; deletions or revisions to these drawings after 3 Oate will vola this acceptance and will require a 3ubrnittai of revised drawings for subsequent approval. -nal acceptance is subject to field test and inspection by ne Tukwila Fire Prevention Bureau. .l r Date: 3 - -1 By: � TUKWILA FIRE DEPARTMENT Please call 206-575-1107 and give this Fir(trise Perit No. and exact address for shut- down hutdown or restoration approval. SCOPE OF WORK 1. ADD HEADS FOR NEW DEMISING WALL. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. 0; = EXISTING SPRINKLER HEADS. AREA OF WORK PAID MAR 21 2012 TUKWILA FIRE L E HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T V W X Y z STATE CERTIFICATION SPRINKLER LEGEND Cqy,, : s "it , IISO '* J1r2 SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT al w N 1 2 5 3 7 1O O 1/2" 16 8 16 2 SPRAY 1- 3 4 17 ❑ 0 3/4" 32 SPRAY �~ 4 - Llt.C* /20l1Z.. I 1 2 3 7 1 Q Q 1/2" 8 162 SIDEWALL 4 4 1" 1" 2 DRY TYPE O O 1" ® 1" .�� 2 - WAY EARTHQUAKE BRACE TEMP RATING SPRINKLERS UP AND DOWN za_ 3 �z Q 165° m o V1 0 4 - WAY EARTHQUAKE BRACE -e- 212° /2" r (1 STRUCTURE TO CENTER /`' UNE OF PIPE IN INCHES Q 286° 1" (, ' 1/2'EgE � 350° a 1" FITTING LEGEND 500° /2" CO 1/2" P PIPE -0 -LET APPROVAL REQUIRED F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY o RELIABLE G UPRIGHT 3/4 17/32 SIZE -- 165 18 TOTAL 18 QUAUTY CONTROL BY JOHN DACCA DATE 3-20-12 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER CITY OF TUKWILA & NFPA 13. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION 1 CONTRACT WITH: SEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE SUITE 450 SPACE STRANDER RETAIL BUILDING 300 ANDOVER PARK WEST TUKWILA, WA 98188 STEVE NELSON 206-575-2000 1 WWW.PATRIOTFIRE.COM pATRIOTPATRIFP099CF johndOpotriotf ire.com FiNoI I,.Ins 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET F 9 1 DATE 3-20-12 1 OF 1 JOB NO. 12-14782