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Home My WebLink AboutPP - 13035 GATEWAY DR - GATEWAY CORPORATE CENTER BUILDING #9 - PERMITS AND PLANS (PERMIT SET 1)13035 GATEWAY DR ASSOCIATED PERMITS 16-F-073 15-F-078 15-F-0013 14-F-010 03-F-014 92-F-307 92-F-094 92-F-026 92-F-021 16-5-062 14-5-269 14-S-004 13-S-174 10-S-049 03-S-082 02-S-221 98-S-304 96-S-291 96-5-065 92-5-299 92-S-224 92-5-030 92-5-010 91-5-358 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. Site Address: 13'3 5 G4 few9i fl(-' **PLEASE PRINT** King Co. Assessor's Tax No.:000 t S 60015 Suite Number: 13 Floor: d Tenant Name: 6G0.\ New Tenant? ❑ - Yes ckl - No Property Owner's Name: E' Pro Pet 4y 7 Zs,c Deaf # Zo713 07o 9 Mailing Address: �0 &»c (eta° 3C-01471- ro (2 / E 8Sz 6' j City State Zip CONTACT PERSON -if there Iaree questions about the submittal. Name: Joti +1'e` "" " Day Telephone: Z-5 3 t-`f'Y 2659 Company Name: C".".1-1- Mailing Address: 11 OC S't'�'\ A„ 6 �,,.�.1 G✓4- 7Y101 City 4,. State Zip E-mail Address: 3 0" /" 60 cr.%''4-4-A're rCovr, Fax Number: 2-53 r Z6' 7-3so Contractor's City of Tukwila Business License number: B('-5 - Of9 330/ Total number of new/relocated devices or sprinkler heads: ' 41s J" reC47c4-S, 11? ( • c�'sl Valuation of Project (contractor's bid price): $ ' -54 Scope of Work (please provide detailed information): Sr'S w' %1 'tom "'1Di re_1GC + C¢,'(.1"3 SP(%n:te.5 74v -cra 0.x`10 .✓ 6 et -1 ore,e, %Z. Above- Ce.'L,", '11 be c 4.94c) 0 + ,t. A -ea, g o. ✓c c p 'es'fc^se f$riAeted-5$ 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: Date: 3/Z 3/A( Print Name: �1%.Refs. Fo".,04 Day Telephone: z-53 Z` $' i Ss9 Plan Permit App.doc 8/22/14 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. Site Address: 13035 GATEWAY DR Tenant Name: GATEWAY BECU New Tenant? ❑ - YesX- 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, INC. 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: 13 Valuation of Project (contractor's bid price): $ 4919 Scope of Work (please provide detailed information): INSTALL A FIRE SIGNAL EXPANDER AND NOTIFICATION DEVICES FOR THE PURPOSE OF T.I. **PLEASE PRINT** King Co. Assessor's Tax No.: 0004800015 Suite Number: 113 Floor: 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 AGEN Signature:__ Date: 4/8/16 Print Name: SCOTT JERKE Day Telephone: 253-248-2004 1/2/13 TFD FP Form 8 Plan Permit App.doc 441M44 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: P2_01 JA' r1X14 23$13 TUKWILA H-1 • FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 136 3 J 6a l ,Ay t . King Co. Assessor's Tax No.: 000 Ye (Poo) 6 Tenant Name: 5% &IOW 1 Go LikEs. Suite Number: /1 Property Owner's Name: E P2a-PEe-rI "rt -1 C Mailing Address: Floor: ffaXi, New Tenant? Yes ❑ - No L acro &errs dt4uE .A o 2sZlo CONTACT PERSON -if there are questions about the submittal. Name: SNALJ-hl 1,.E h: M J',NS, Company Name: 1c. -pi C Lre:r IC City State Zip Day Telephone: 253 -8 - 2oo0 Mailing Address: 14826 t 1 rcS a S11- )sig,...) A u6 L1it1A LOA 900 0 ( City State Zip E-mail Address: S14454014 C , K aft:H Etc Fax Number: 2s3 -8 - ZocC) Total number of new/relocated devices or sprinkler heads: 4570 00 Valuation of Project (contractor's bid price): $ ,t. Scope of Work (please provide detailed information): ADO AiNtS trna).iANE1/41tCE,s •-r-o e�tt�•ri G sic. 5608 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 OW R AUTHORI ED ENT: Signature: Print Name: 1 LE PiA4 Plan Permit App.doc Day Telephone: Date: 1-15-)q 253 -2S9 - 20 1/2/13 TFD FP Form 8 SWIM 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.: ®CI' lig 6e"! 5 Site Address: 13 v 35 GQ'�wo. y D Suite Number: 13 / Floor: rt Tenant Name: ( 4 t 1 ree"s (ALT R S New Tenant? ❑ - Yes g - No Property Owner's Name: E P 1-y c )r'{ - 2 v7 Mailing Address: l? O 3 S 6"4"14Y q �6 V City TkKw�'c�, lri4 State Zip CONTACT PERSON -if there are questions about the submittal. Name: `)dl"n V4— Day Telephone: ZS J Company Name: S 1441-'t (-Ape 5>,fie +g -S Mailing Address: (106 cet44 Ave_ E 74e0.,...1 (i✓� l VI/ zit oh" C Q smi-iilei ne. awl City r•a'A Zip E-mail Address:Fax Number: 2S3 " 8/(0 ' I2 i Total number of new/relocated devices or sprinkler heads: Z3 Valuation of Project (contractor's bid price): $ l 3 i 3/5 Scope of Work (please provide detailed information): AO ' P' c6flT 5pr> lerS 2 e lel e k/ S 1-3,Pe'i/ 2 tiL i /�2 and i n "14,44ifor elegin #i w� 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:/ Date: 13 lr Print Name: J `rl 1 14`GJcer+e/ Day Telephone: Z 53 z V 26f q Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION Site Address: Tenant Name: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** /30 3 S. Credu 1D1 v e - Property Owner's Name: / ci d c v ? C 5 Mailing Address: ! V /(i ' 1 1°4-1 /At King Co. Assessor's Tax No.: Suite Number: /0 Floor: New Tenant? ❑ - Yes Ai- No CONTACT PERSON -if there are questions about the submittal. Name: Re % \ S 61—W City State Zip Day Telephone: ` .5 3 752- C1111 Company Name: C»SG 4(i e Mailing Address: (✓.6, P0x� 2��'9l yfOl4 /+ Ctty !State Z'E-mail Address: $, * 2(O (�A ( 4€ ,ly , ( Fax Number: d,5 1 ' ('3O �- �e(jr'�' Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 2-0 eel 0�� /,, Scope of Work (please provide detailed information): �-��WL/- /.� Xl �J� H he-ild5 (v) .d d ie w C3) 014 i sx_i s.h„ 5 t Srito, z' - s ,a0(ie cse< li N5. 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 . ► ; OR LITHOD AGENT: Signatur Date: 47 -402V-13 Print Name: (. e f ,d /'q ®%t/�� Day Telephone: 25-3` 731-- 5 f y Plan Permit App.doc 1/2/13 TFD FP Form 8 4 te SITE LOCATION Site Address: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 1303S GATE-"LtVoi bet,IE Tenant Name: u P5 fr i /Py King Co. Assessor's Tax No.: 000 y8 Oob ISoZ Suite Number: / 7 C% Floor: New Tenant? ❑ - Yes (X1- No Property Owner's Name: Mailing Address: Po /BbX y90o &al-TS,ALE A Z 852(01 CONTACT PERSON -if there are questions about the submittal. SNAIaN LE' NMAkJ Name: City State Zip Company Name: e1�\ Qpti EEC_ I t �C. 1 Mailing Address: 18 � sT /� � it o / City State Zip E-mail Address: SgAIAld igge6y facrod . CCW Fax Number: 2.53 -Erse; - zseas Day Telephone: Z.�.34 3 L/ 8 4uBu e►.i LOA 9866 ) Contractors City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Buts- 0990935 Z93S 3 600.00 Scope of Work (please provide detailed information): RE-ezyt/,.1E'CT 3 PatiCATEA cT SvvouE 1bEr-EcTa eS - A/6 IVELv bed ICE'S 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 t 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 AI THORIZ AGENT: Signature:�r �— Date: 5-1– �5 Print Name 514ALT LC f1MA J Day Telephone 2-53-63 9 – yZ SS Plan Permit App doc 8/22/14 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 King Co. Assessor's Tax No.: /30 39' Site Address: Gateway Corporate Center, Bldg. 9 Suite Number: Floor: 1 Tenant Name: Simon & Golub New Tenant? Q- Yes 0- No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Pete Stokesberry Day Telephone: 206.767.5800 Company Name: Cascade Alarm, LLC Mailing Address: P.O. Box 7459 Kent WA 98042 Pete@cascadealarm.com City State Zip E-mail Address: Fax Number: 253.630.4851 Total number of new/relocated devices or sprinkler heads: 37 Valuation of Project (contractor's bid price): $ 3700 Scope of Work (please provide detailed information): Add & relocate sprinklers for T.I. 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 TINS PERMIT. BUILDING OWNf 0 A THO t IZED AGENT: Signature: Ili"t!i' Print Name: Peter Stokesberry Date: 1.8.2014 Day Telephone: 206.767.5800 Plan Permit App.doc 112113 TM FP Form t{ F1U COPY 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: 13035 GATEWAY DR Tenant Name: WALGREENS 15 King Co. Assessor's Tax No.: 7888920020 Suite Number: 131 Floor: New Tenant? ❑ - Yes X No Property Owner's Name: GATEWAY CORP CENTER BLDG 9 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 INC. 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: 43 Valuation of Project (contractor's bid price): $ 6589 Scope of Work (please provide detailed information): INSTALL A FIRE SIGNAL EXPANDER, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF T.I. 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 0 THORIZE GENT: Signature: �� Date: 1/14/15 Print Name: TT JERKS Day Telephone: 253-248-2004 1/2/13 TFD FP Form 8 Plan Permit App.doc FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Simon & Gollub 13035 Gateway Dr. Suite 119 Permit No.: 14-S-004 Date: January 14, 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 7-05, 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. • 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, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Otis Elevator 13035 Gateway Dr. Suite 157 Permit No.: 10-S-049 Date: March 23, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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 30 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, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: UPS 13035 Gateway Dr. Suite 149 Permit No.: 13-S-174 Date: July 25, 2013 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. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • An electrically supervised post indicating valve (PIV) is required. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • Install listed water shields on in -rack sprinklers. • Installation of all electrical pre -action system components requires a separate fire alarm permit and an electrical permit. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. •0. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Walgreens 13035 Gateway Dr Suite 131 Permit No.: 14-S-269 Date: November 19, 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'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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: BECU 13035 Gateway Dr. Suite 113 Permit No.: 16-S-062 Date: March 31, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2' inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. r 1. SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME WALGREENS WIRS TI JOB NO.TI14197 SUITE 131 DATE 11/12/14 ADDRESS 13035 GATEWAY DR BY JOHN RETHERFORD TUKWILA, WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: ORDINARY HAZARD 2 HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: NA RULING MADE BY: NA OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE ENTIRE ROOM SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 K -FACTOR: 11.2 250 GPM NA GPM CITY MAIN TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 23NEW "C" FACTOR UNDERGROUND : 140 130 SQUARE FEET TEMPERATURE: 155 ° F ORIFICE SIZE: 3/4" WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 7300 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: NOV 2014 DATA PROVIDED BY: TUKWILA WATER LOCATION OF TEST: GATEWAY AND INTERURBAN BASE OF RISER DEMAND 501.60 GPM REQUIRED AT 101.4 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 751.60 GPM REQUIRED AT 111.2 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T CERTIFICATE OF COMPETENCY STAMP PRESSURE IN PSI • M. rialtiaffirdrairdiiiiriiiiiirraMiiig 1111M111 -NNMBME�. ��H OnA �AN��N��NO===== ArmnMhsr.- FMEWPMIIEErmtillMMECM Annnn�i'� mmm nnnn=nn=iEBEE ===n® ■::____�=ME==nomNZEZMUGSnInlCnMnnC:nCn=n =CAM=iEI :M�iiEiiiiiii liiiiiiiii iiiiiiiiii� iiiSii Sii + j 1111!! t 1_ _. �131111"11111111111111 hMI EiORiliimIIIai\®iiiii�miiiii mi�& 11111111 1111l1111111 -1!!1l111� 1111111l��Mlaa11 wiliummEgiimmistio9.—mPPE OII■■.0 INI!IIm....i.011113j11111j191111111!! 01 10I iii' ,? � ii i 1111 � ?; I I ' pil Illif .n. m ; IBM Un 11111116, Mill �r imu�l:m n=m�� e + ; +_ IUI=E "l l;! lime f iE =:E"" : ;■■■■■Em : ll : .:: '��EE �E � ieii .: iii_ 1111111 ==1_=iiiiiiIIiiiiIIi 'III 11U1- *I ----L -{,9' li , , .,'-,.4, f t IMMEMEIMnal nnnnn■u■■n al101E!2!1 I I I I { f, T 111 • 4 a { N • • =kE-SE=E[• Ft=(LIm11] m 0) V3dV1 1A131SA II EIIIIMECIL•Ir til-ZL-Ll 31\14 1/A117 1M111111i31r111E1b 7 e " r " SEOE l SS3liaatJ m XI c 0 i11:14fLay�ppl! 3W !i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 140.0 20.0 7300.0 AVAIL. PRESS. (PSI) 138.2 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 751.6 111„2 Required pressure is 27.0 psi (20%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) S1 10.0 S2 10.0 S3 10.0 S4 10.0 S5 10.0 S6 10.0 S7 10.0 B1 24.5 B2 24.5 B3 24.5 B4 24.5 B5 24.5 B6 24.5 B7 24.5 B8 24.5 B9 24.5 Mi 22.0 M2 22.0 M3 22.0 M4 22.0 M5 22.0 M6 22.0 TOR 22.0 BOR 3.0 U1 -4.0 BF1 -4.0 BF2 -4.0 SOURCE 0.0 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 SOURCE 751.6 GPM 250.0 GPM 0.0 GPM 501.6 GPM PRESSURE DISCHARGE (PSI) (GPM) 42.8 73.3 41.6 72.2 41.8 72.4 44.2 74.5 33.7 65.0 41.4 72.1 41.5 72.1 88.3 85.7 86.2 88.3 67.7 86.7 86.9 83.8 88.1 90.9 90.9 90.9 90.9 91.0 92.1 92.4 101.4 104.6 106.5 112.5 111.2 501.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: S1 -73.3 1.049 PL 27.00 PF 51.8 S1 10.0 11.2 42.8 73.3 27.2 120 FTG 2ET PE -6.3 B1 24.5 0.0 88.3 0.0 1.438 TL 36.00 PV Pipe: S2 -72.2 1.049 PL 27.00 PF 50.4 S2 10.0 11.2 41.6 72.2 26.8 120 FTG 2ET PE -6.3 B2 24.5 0.0 85.7 0.0 1.400 TL 36.00 PV Pipe: S3 -72.4 1.049 PL 27.00 PF 50.6 S3 10.0 11.2 41.8 72.4 26.9 120 FTG 2ET PE -6.3 B3 24.5 0.0 86.2 0.0 1.407 TL 36.00 PV Pipe: S4 -74.5 1.049 PL 25.00 PF 50.4 S4 10.0 11.2 44.2 74.5 27.6 120 FTG 2ET PE -6.3 B4 24.5 0.0 88.3 0.0 1.481 TL 34.00 PV Pipe: S5 -65.0 1.049 PL 31.00 PF 40.3 S5 10.0 11.2 33.7 65.0 24.1 120 FTG 2E PE -6.3 B5 24.5 0.0 67.7 0.0 1.152 TL 35.00 PV Pipe: S6 -72.1 1.049 PL 28.00 PF 51.6 S6 10.0 11.2 41.4 72.1 26.8 120 FTG 2ET PE -6.3 B6 24.5 0.0 86.7 0.0 1.394 TL 37.00 PV Pipe: S7 -72.1 1.049 PL 28.00 PF 51.7 S7 10.0 11.2 41.5 72.1 26.8 120 FTG 2ET PE -6.3 B7 24.5 0.0 86.9 0.0 1.397 TL 37.00 PV Pipe: B1 -73.3 2.703 PL 35.00 PF 1.5 B1 24.5 0.0 88.3 0.0 4.1 120 FTG 4E2T PE 1.1 M1 22.0 0.0 90.9 0.0 0.014 TL 105.20 PV Pipe: B2 -72.2 2.703 PL 17.00 PF 0.4 B2 24.5 0.0 85.7 0.0 4.0 120 FTG 2E PE 0.0 B3 24.5 0.0 86.2 0.0 0.014 TL 30.40 PV Pipe: B3 -144.7 2.703 PL 15.00 PF 3.6 B3 24.5 0.0 86.2 0.0 8.1 120 FTG 2E2T PE 1.1 M2 22.0 0.0 90.9 0.0 0.050 TL 71.80 PV Pipe: B4 -74.5 2.703 PL 32.00 PF 1.5 B4 24.5 0.0 88.3 0.0 4.2 120 FTG 4E2T PE 1.1 M3 22.0 0.0 90.9 0.0 0.015 TL 102.20 PV Pipe: B5 -65.0 1.049 PL 14.00 PF 16.1 B5 24.5 0.0 67.7 0.0 24.1 120 FTG ---- PE 0.0 B8 24.5 0.0 83.8 0.0 1.152 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BSA -65.0 1.380 PL 14.00 PF 4.2 B8 24.5 0.0 83.8 0.0 13.9 120 FTG ---- PE 0.0 B9 24.5 0.0 88.1 0.0 0.303 TL 14.00 PV Pipe: B5B -65.0 1.610 PL 3.00 PF 1.8 B9 24.5 0.0 88.1 0.0 10.2 120 FTG T PE 1.1 M4 22.0 0.0 90.9 0.0 0.143 TL 12.30 PV Pipe: B6 -72.1 2.703 PL 14.00 PF 0.2 B6 24.5 0.0 86.7 0.0 4.0 120 FTG ---- PE 0.0 B7 24.5 0.0 86.9 0.0 0.014 TL 14.00 PV Pipe: B7 -144.2 2.703 PL 17.00 PF 3.0 B7 24.5 0.0 86.9 0.0 8.1 120 FTG 2T PE 1.1 M5 22.0 0.0 91.0 0.0 0.050 TL 60.40 PV Pipe: M1 -73.3 6.357 PL 12.00 PF 0.0 M1 22.0 0.0 90.9 0.0 0.7 120 FTG ---- PE 0.0 M2 22.0 0.0 90.9 0.0 0.000 TL 12.00 PV Pipe: M2 -217.9 6.357 PL 12.50 PF 0.0 M2 22.0 0.0 90.9 0.0 2.2 120 FTG ---- PE 0.0 M3 22.0 0.0 90.9 0.0 0.002 TL 12.50 PV Pipe: M3 -292.4 6.357 PL 8.50 PF 0.0 M3 22.0 0.0 90.9 0.0 3.0 120 FTG ---- PE 0.0 M4 22.0 0.0 90.9 0.0 0.003 TL 8.50 PV Pipe: M4 -357.4 6.357 PL 17.00 PF 0.1 M4 22.0 0.0 90.9 0.0 3.6 120 FTG ---- PE 0.0 M5 22.0 0.0 91.0 0.0 0.004 TL 17.00 PV Pipe: M5 -501.6 6.357 PL 100.00 PF 1.1 M5 22.0 0.0 91.0 0.0 5.1 120 FTG 3E PE 0.0 M6 22.0 0.0 92.1 0.0 0.008 TL 137.80 PV Pipe: M6 -501.6 6.357 PL 35.00 PF 0.4 M6 22.0 0.0 92.1 0.0 5.1 120 FTG E PE 0.0 TOR 22.0 0.0 92.4 0.0 0.008 TL 47.60 PV Pipe: TOR -501.6 6.357 PL 20.00 PF 0.7 TOR 22.0 0.0 92.4 0.0 5.1 120 FTG TGA PE 8.2 BOR 3.0 0.0 101.4 0.0 0.008 TL 95.50 PV Pipe: BOR -501.6 6.357 PL 10.00 PF 0.2 BOR 3.0 0.0 101.4 0.0 5.1 120 FTG E PE 3.0 Ul -4.0 0.0 104.6 0.0 0.008 TL 22.60 PV Pipe: Ul -501.6 6.160 PL 250.00 PF 1.8 U1 -4.0 0.0 104.6 0.0 5.4 140 FTG 2F PE 0.0 BF1 -4.0 0.0 106.5 0.0 0.007 TL 270.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 -4.0 0.0 112.5 0.0 6.0 psi, 501.6 gpm BF1 -4.0 0.0 106.5 0.0 Pipe: BF2 -501.6 6.160 PL 25.00 PF 0.5 BF2 -4.0 0.0 112.5 0.0 5.4 140 FTG TG PE -1.7 SOURCE 0.0 SRCE 111.2 (N/A) 0.007 TL 69.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.6 ft/sec at pipe S4. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 137.91 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatV1v A1mChk DPV1v fleX 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.00 0.00 0.00 1.610 2.60 9.30 1.30 9.00 6.00 1.00 3.00 3.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 WATER SUPPLY ANALYSIS Static: 140.00 psi Resid z 0 a a> > u t u u a 5 N co O O v • 5• ,--i $4 >, t m u') 5 Ln rl N a) a saw a) a) a sa ¢) o -r1 a -- H a TJ a O N .0 0 sa +) O HI too i .-1 N -.i N O >r -H • V) U) row o"H > C0 0H F C H a H r. 07 '-4 N 0 a) rt d) ro 0 H N '{ N ro m 124 r -I m a) m O a) O H 0 0 0 0 CO U 4-1 0 m _ 0 W 0 Z a -H a 0 0 0 0 0 0 0 0 0 0 0 0 w V N O CO w r-1 r-1 r-1 —1 0< n o w a GL W ✓•n 0 rx w --- 0, m -R -- W N co O O N O O 1/49 r-1 a) O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/12/2014 H:\HASS\TI14197 WALGREENS TUKWILA.SDF JOB TITLE: WALGREENS WIRS OH2 18x18 WATER SUPPLY CURVE 144+ *\ 10\ 1 \\ 132+ \ I \ \\ 120+ 1 IX 108+ \\ \\ \\ P 96+ \ R I \\ E I \ S I \\ S 84+ U 1 R 1 E I \\ \ 72+ \ ( 1 \\ P 1 \ S I \\ I 60+ I \ \\ 48+ \ 1 \\ I \ \\ 36+ \ I \ \\ I \ 24+ LEGEND 20.0 psi @ 7300 gpm-> * I X = Required Water Supply Flow Test Point 111.20 psi @ 751.6 gpm 12+ 1 0 = Available Water Supply 138.21 psi @ 751.6 gpm 1 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Size and Type of Pipe Tol-Brace Seismic Calculations Smith Fire Systems Project Address: BECU GATEWAY 1106 54th Ave E. pO ik// Tacoma, WA 98424 CR B -Line 13035 GATEWAY DRIVE _ �`��,-, - — 253-248-2659 ,) , TUKWILA WA SMITHFS1360T �, Job # TI16023;„ Calculations based on 2010 NFPA Pamphlet #13 ��1 �+ @TDLCO Brace Information 416 lbs (189 kg) Tolco Brace Components Maximum Spacing 25' o"(7.6z_rn)____ _ Maximum Brace Length 7 01(2_13 m) Bracing Material 1" Sch.40 . Angle from Vertical 60° Min: - - Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.723 --. Total Adjusted Load of all pipe within Zone of Influence Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 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 LATERAL / T01 CO 1'TG. t001 Jfi FAST CLAMP, Detail FIG, 980-_ BRACE _ PTPF� BRACt --- • Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type C 555 lbs (252 kg) 5/8in. 5-1/2in. Lag -Screw " Brace Identification on Plans Lateral 1 Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 25ft (7.6 m) 416 lbs (189 kg) Percentage added for Fittings and Sprinklers 15% 62 lbs (28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 479 lbs (217 kg) (Tol-Brace Version 7) ToI-Brace Seismic Ca BECU GATEWAY 13035 GATEWAY DRIVE 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 # TI16023 Iculations Lateral 1 NFPA Type C 6" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° 5/8in. x 5-1/2in. Lag -Screw 5-1/tin. Summary of Pipe within Zone of Influence COOPER B -Line OTOLCD 6" Sch.10 Steel Pipe (152.4 mm) 125ft (7.6 m) G -Factor Used 0.723 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 479 lbs (217 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 555 lbs (252 kg) Fig.1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member glulam Calculations prepared by JOHN RETHERFORD *The description of the Structual Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with ToI-Brace 7 visit us at www.tolco.com Size and Type of Pipe ToI-Brace Seismic Calculations Project Address: BECU GATEWAY � .... 13035 GATEWAY DRIVE TUKWILA WA Job # 1116023 Smith Fire Systems 0Pro 1106 54th Ave E. COOPER WA 98424 COOPER B-Line 253-248-2659 SMITHFS1360T Calculations based on 2010 NFPA Pamphlet #13 ®TOLCC Brace Information Tolco Brace Components Maximum Spacing 250'(7.62m) 9 0 (2.74 . m) Maximum Brace Length _. , _ Bracing Material 1.25" Sch.40 Angle from Vertical 60° Min_ Least Rad. of Gyration 0.54" (14 mm) UR Value 200 Max Horizontal Load 2173 lbs (986 kg)_ - - Force Factor (Cp) 0.723 _ Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 2395 lbs (1086 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 IOLCO UNIVERSAL SWAY ATTACHMENT LATERAL _ Detail FIG. 980" BRACE STEEL PIPE BRACE N. -`,. O .I •# Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 550 lbs (249 kg) 1/2in. 4-1/2in. Lag-Screw °a, . TOLCO FIG. 1001 . FAST CLAMP ' �� Brace Identification on Plans Lateral 2 Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 25ft (7.6 m) 416 lbs (189 kg) Percentage added for Fittings and Sprinklers 15% 62 lbs (28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 479 lbs (217 kg) lTol-Brace Version 7) ToI-Brace Seismic Calculations BECU GATEWAY 13035 GATEWAY DRIVE 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 # TI16023 Lateral 2 NFPA Type F 6" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 60° 1/2in. x 4-1/2in. Lag -Screw 4-1/tin. Summary of Pipe within Zone of Influence COOPER B -Line eTOLCO 6" Sch.10 Steel Pipe (152.4 mm) 125ft (7.6 m) G -Factor Used 0.723 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 479 lbs (217 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 550 lbs (249 kg) Fig.1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member purlin Calculations prepared by JOHN RETHERFORD *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 • Pro ect Address: BECU GATEWAY 13035 GATEWAY DRIVE - - ---- -- _ - TUKWILA WA Job # TI16023 Smith Fire Systems 1106 54th Ave E. /� Tacoma, WA 98424 CO B Line .- -- - 253-248-2659 SMITHF51360T Calculations based on 2010 NFPA Pamphlet #13 ®!DLCO Brace Information Percentage added for Fittings and Sprinklers Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 25' o" (7.62 m) _ 0"._..(2.13 m) , - s 1" Sch.40 60° Min_ 0.42" (11 mm) 200 1604 lbs (728 kg) 0.723 479 lbs (217 kg) - - Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 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 BRACE A.TTACHFIENT STEEL LATERAL TOLCO FIG. 4L - PIPE CLAMP FOR \ SWAY DRA.CING; ' 1--- Detail FIG. 980_.. SWAY -_ FIDE-, BRACE f, /}, !I) '' Fastener Information Fastener Orientation Maximum Load Diameter1/tin. Length Type NFPA Type F 550 lbs (249 kg) 4-1/21n. Lag -Screw . Brace Identification on Plans Longitudinal 3 Orientation of Brace Longitudinal Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 25ft (7.6 m) 416 lbs (189 kg) Percentage added for Fittings and Sprinklers 15% 62 lbs (28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 479 lbs (217 kg) Rol -Brace Version 71 ToI-Brace Seismic Calculations BECU GATEWAY 13035 GATEWAY DRIVE 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 # TI16023 Longitudinal 3 NFPA Type F 6" Sch.10 Steel Pipe 25' 0" (7.62 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence COOPER B -Line ®TOLCO' 6" Sch.10 Steel Pipe (152.4 mm) I 25ft (7.6 m) G -Factor Used 0.723 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 479 lbs (217 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 550 lbs (249 kg) Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member glulam Calculations prepared by JOHN RETHERFORD '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 ' Project Address: BECU GATEWAY 13035 GATEWAY DRIVE . ._ _ . _ ." . _ .... . TUKWILA WA Job # TI16023 Smith Fire Systems 1106 54th Ave E. p10111 Tacoma, WA 98424 COOPER 6-Line 253-248-2659 SMITHFS1360T Calculations based on 2010 NFPA Pamphlet #13 �+ @TOLCO Brace Information 170 lbs (77 kg) Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) m) Maximum Brace Length T.0"_(2.13 _�- .... _ _ _ Bracing Material 1" Sch.40 Angle from Vertical 60° yin. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.723 - Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 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 ATTACHMENT LATERAL TOLCO FIG. 1000 FAST CLAMP Detail FIG. 98 SWAY BRACE % 0 / STEEL PIPE BRACE ..� Fastener Information Fastener Orientation NFPA Type I Maximum Load 325lbs (147 kg) Diameter 1/2in. Length 4-1/2in. Type Lag-Screw . . Brace Identification on Plans Lateral Branchline Brace 4 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) 40ft (12.2 m) 170 lbs (77 kg) Percentage added for Fittings and Sprinklers 15% 26 lbs (11.79 kg) Total Adjusted Load of all pipe within Zone of Influence 196 lbs (89 kg) (Tol-Brace Version 7) Tol-Brace Seismic Calculations BECU GATEWAY 13035 GATEWAY DRIVE 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 # TI16023 Lateral Branchline Brace 4 NFPA Type I 2.5" Sch.10 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2in. x 4-1/2in. Lag -Screw 4-1/tin. Summary of Pipe within Zone of Influence COOPER 13 -Line ®TOLCO 2.5" Sch.10 Steel Pipe (63.5 mm) I40ft (12.2 m) G -Factor Used 0.723 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 196 lbs (89 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 325 lbs (147 kg) Fig.1000 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member purlin Calculations prepared by JOHN RETHERFORD *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 ToI-Brace Seismic Calculations Project Address: BECU G_ATEWAY 13035 GATEWAY DRIVE TUKWILA WA Job # TI16023 Smith Fire Systems 1106 54th Ave E. pOil Tacoma, WA 98424 COOPER B -Line 253-248-2659 SMITHF51360T Calculations based on 2010 NFPA Pamphlet #13 ��++ ®TOLCO Brace Information Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 80' 0" (24.38 m) — _ _ --- Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 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" (213.T) _ 1" Sch.40 60° Min. 0.42" (11 mm) 200 1604 lbs (728 k _9> _.. 0.723 Assembly TOLCOIVERFIG. UNIVERSAL BRACE BRACE ATTACHMENT STEEL LATERAL TOL IC FIG. 4L—, P[PF CLAMP FUR BRACING; l 64, --- Detail SWAY ----- EIrr �7 PIPE—, BRACE ; !;1SWAY ES 0., i ---- �' O Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type F .._ _.- . YP..._ - ... _ 550 lbs (249 kg) 1/21n. 4-1/2in. Lag -Screw — Brace Identification on Plans Longitudinal Branchline Brace 5 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) 341 lbs (155 kg) Percentage added for Fittings and Sprinklers 15% 51 lbs (23.13 kg) Total Adjusted Load of all pipe within Zone of Influence 392 lbs (178 kg) 1Tol-Brace Version 7) Tol-Brace Seismic Calculations BECU GATEWAY 13035 GATEWAY DRIVE 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 # TI16023 Longitudinal Branchline Brace 5 NFPA Type F 2.5" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence COOPER B -Line ®TOLCO 2.5" Sch.10 Steel Pipe (63.5 mm) 180ft (24.4 m) G -Factor Used 0.723 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 392 lbs (178 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 550 lbs (249 kg) Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member purlin Calculations prepared by JOHN RETHERFORD *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 • 1 5F5 —S - cz SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BECU GATEWAY JOB NO. T116023 SUITE 113 DATE 3/21/16 ADDRESS 13035 GATEWAY DR TUKWILA WA BY JOHN RETHERFORD SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: OFFICE - ORDINARY HAZARD 1 HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: NA RULING MADE BY: NA OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 900 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 250 GPM NA GPM CITY MAIN TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 167NEW "C" FACTOR UNDERGROUND : 140 400 SQUARE FEET G4XLO TEMPERATURE: 155 ° F 11.2 ORIFICE SIZE: 5/8" WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 7300 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE NOV 2014 TUKWILA WATER GATEWAY DR BASE OF RISER DEMAND 337.00 GPM REQUIRED AT 107.8 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 587.00 GPM REQUIRED AT 114.1 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATETE OOF CN OMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Jim Pommert ' 6749-0192-C Level 3 Smith Fire Systems, Inc. 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Ems:• ..N= .s....i��G.... nolo..... nnn. 11 / / / / n..1�o.� .3 .�e.....re�rrr�.e..rit..n .//".I� .a� ear .��r._HTrr..rr�/� ---•w ■/e..ii.��r^C.r■�rr�.r��'-■• • ISd NI 3b1f1SS3Id SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 140.0 20.0 7300.0 Required pressure is 24.7 psi (18%) less AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE (FT) 21.3 21.3 21.3 21.3 21.3 22.0 22.0 22.0 22.0 22.0 23.2 23.2 23.2 23.2 23.2 23.2 23.2 23.2 23.2 22.5 22.5 22.5 22.5 22.5 20.8 0.5 -5.0 - 5.0 - 5.0 0.0 S1l S12 S13 S14 S15 F11 F12 F13 F14 F15 B11 B12 B13 B14 B15 B16 B17 RN1 RN2 M1 M2 M3 M4 M5 TOR BOR U1 BF1 BF2 SOURCE TYPE PRESSURE (PSI) K=11.20 28.7 K=11.20 34.7 K=11.20 43.7 K=11.20 36.7 K=11.20 38.0 - - - - 57.7 69.3 75.1 73.2 75.7 65.6 68.8 74.6 - - - - 83.3 - - 86.1 88.3 91.8 88.9 93.1 - - 97.4 - - - - 97.4 - 97.5 - 97.7 97.9 98.9 107.8 110.2 110.2 116.2 114.1 SOURCE AVAIL. PRESS. (PSI) 138.9 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 587.0 114.1 than available pressure. 587.0 GPM 250.0 GPM 0.0 GPM 337.0 GPM DISCHARGE (GPM) 60.0 66.0 74.1 67.9 69.0 337.0 AREA (FT^2) 400.0 400.0 400.0 400.0 400.0 DENSITY REQ. ACT. (GPM/FTA2) 0.150 0.150 0.150 0.165 0.150 0.185 0.150 0.170 0.150 0.173 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: sl -60.0 1.049 PL 29.50 PF 29.3 S11 21.3 11.2 28.7 60.0 22.3 120 FTG ---- PE -0.3 F11 22.0 0.0 57.7 0.0 0.993 TL 29.50 PV Pipe: s2 -66.0 1.049 PL 29.50 PF 34.9 S12 21.3 11.2 34.7 66.0 24.5 120 FTG ---- PE -0.8 B12 23.2 0.0 68.8 0.0 1.183 TL 29.50 PV Pipe: s3 -74.1 1.049 PL 21.60 PF 31.7 S13 21.3 11.2 43.7 74.1 27.5 120 FTG ---- PE -0.8 B13 23.2 0.0 74.6 0.0 1.466 TL 21.60 PV Pipe: s4 -67.9 1.049 PL 29.50 PF 36.8 S14 21.3 11.2 36.7 67.9 25.2 120 FTG ---- PE -0.3 F14 22.0 0.0 73.2 0.0 1.247 TL 29.50 PV Pipe: s5 -69.0 1.049 PL 29.50 PF 38.0 S15 21.3 11.2 38.0 69.0 25.6 120 FTG ---- PE -0.3 F15 22.0 0.0 75.7 0.0 1.287 TL 29.50 PV Pipe: Fl -60.0 1.049 PL 1.50 PF 8.4 F11 22.0 0.0 57.7 0.0 22.3 120 FTG ET PE -0.5 B11 23.2 0.0 65.6 0.0 0.993 TL 8.50 PV Pipe: F2 0.0 1.049 PL 1.50 PF 0.0 F12 22.0 0.0 69.3 0.0 0.0 120 FTG ET PE -0.5 B12 23.2 0.0 68.8 0.0 0.000 TL 8.50 PV Pipe: F3 0.0 1.049 PL 1.50 PF 0.0 F13 22.0 0.0 75.1 0.0 0.0 120 FTG ET PE -0.5 313 23.2 0.0 74.6 0.0 0.000 TL 8.50 PV Pipe: F4 -67.9 1.049 PL 1.50 PF 10.6 F14 22.0 0.0 73.2 0.0 25.2 120 FTG ET PE -0.5 B14 23.2 0.0 83.3 0.0 1.247 TL 8.50 PV Pipe: F5 -69.0 1.049 PL 1.50 PF 10.9 F15 22.0 0.0 75.7 0.0 25.6 120 FTG ET PE -0.5 B15 23.2 0.0 86.1 0.0 1.287 TL 8.50 PV Pipe: bll -60.0 1.380 PL 12.00 PF 3.1 B11 23.2 0.0 65.6 0.0 12.9 120 FTG ---- PE 0.0 812 23.2 0.0 68.8 0.0 0.261 TL 12.00 PV Pipe: b12 -125.9 1.610 PL 12.00 PF 5.8 812 23.2 0.0 68.8 0.0 19.8 120 FTG ---- PE 0.0 813 23.2 0.0 74.6 0.0 0.486 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: b13 -200.0 1.610 PL 12.00 PF 13.7 B13 23.2 0.0 74.6 0.0 31.5 120 FTG ---- PE 0.0 B16 23.2 0.0 88.3 0.0 1.144 TL 12.00 PV Pipe: B16 -200.0 2.067 PL 1.75 PF 0.6 B16 23.2 0.0 88.3 0.0 19.1 120 FTG ---- PE 0.0 RN1 23.2 0.0 88.9 0.0 0.339 TL 1.75 PV Pipe: b14 -67.9 1.610 PL 18.00 PF 2.8 B14 23.2 0.0 83.3 0.0 10.7 120 FTG ---- PE 0.0 315 23.2 0.0 86.1 0.0 0.155 TL 18.00 PV Pipe: b15 -136.9 1.610 PL 10.00 PF 5.7 B15 23.2 0.0 86.1 0.0 21.6 120 FTG ---- PE 0.0 317 23.2 0.0 91.8 0.0 0.567 TL 10.00 PV Pipe: B17 -136.9 2.067 PL 7.75 PF 1.3 B17 23.2 0.0 91.8 0.0 13.1 120 FTG ---- PE 0.0 RN2 23.2 0.0 93.1 0.0 0.168 TL 7.75 PV Pipe: rnl -200.0 2.067 PL 1.00 PF 8.2 RN1 23.2 0.0 88.9 0.0 19.1 120 FTG 2T PE 0.3 M1 22.5 0.0 97.4 0.0 0.339 TL 24.20 PV Pipe: rn2 -136.9 2.067 PL 1.00 PF 4.1 RN2 23.2 0.0 93.1 0.0 13.1 120 FTG 2T PE 0.3 M2 22.5 0.0 97.4 0.0 0.168 TL 24.20 PV Pipe: ml -200.0 6.357 PL 12.00 PF 0.0 M1 22.5 0.0 97.4 0.0 2.0 120 FTG ---- PE 0.0 M2 22.5 0.0 97.4 0.0 0.001 TL 12.00 PV Pipe: m1A -336.9 6.357 PL 12.00 PF 0.0 M2 22.5 0.0 97.4 0.0 3.4 120 FTG ---- PE 0.0 M3 22.5 0.0 97.5 0.0 0.004 TL 12.00 PV Pipe: m2 -336.9 6.357 PL 65.00 PF 0.2 M3 22.5 0.0 97.5 0.0 3.4 120 FTG ---- PE 0.0 M4 22.5 0.0 97.7 0.0 0.004 TL 65.00 PV Pipe: m3 -336.9 6.357 PL 25.00 PF 0.1 M4 22.5 0.0 97.7 0.0 3.4 120 FTG E PE 0.0 M5 22.5 0.0 97.9 0.0 0.004 TL 37.60 PV Pipe: m4 -336.9 6.357 PL 6.00 PF 0.3 M5 22.5 0.0 97.9 0.0 3.4 120 FTG 2ET PE 0.7 TOR 20.8 0.0 98.9 0.0 0.004 TL 75.20 PV Pipe: TOR -336.9 8.249 PL 21.00 PF 0.1 TOR 20.8 0.0 98.9 0.0 2.0 120 FTG GA PE 8.8 BOR 0.5 0.0 107.8 0.0 0.001 TL 83.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BOR -336.9 8.270 PL 10.00 PF 0.0 BOR 0.5 0.0 107.8 0.0 2.0 140 FTG E PE 2.4 U1 -5.0 0.0 110.2 0.0 0.001 TL 28.00 PV Pipe: Ul -336.9 8.270 PL 70.00. PF 0.1 U1 -5.0 0.0 110.2 0.0 2.0 140 FTG 2F PE 0.0 BF1 -5.0 0.0 110.2 0.0 0.001 TL 94.00 PV Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 -5.0 0.0 116.2 0.0 6.0 psi, 336.9 gpm BF1 -5.0 0.0 110.2 0.0 Pipe: BF2 -337.0 8.270 PL 30.00 PF 0.1 BF2 -5.0 0.0 116.2 0.0 2.0 140 FTG TG PE -2.2 SOURCE 0.0 SRCE 114.1 (N/A) 0.001 TL 83.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.167 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 31.5 ft/sec at pipe b13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 138.71 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkV1v BfyVly GatV1v AlmChk DPV1v fleX 1.380 3.00 6.00 1.00 7.00 6.00 1.00 0.00 0.00 0.00 1.610 2.60 9.30 1.30 9.00 6.00 1.00 3.00 3.00 0.00 2.067 3.50 11.60 1.80 11.00 4.70 1.00 9.00 9.00 0.00 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G E11 Tee 45 ChkVly BfyVly GatVly 8.270 18.00 47.00 12.00 60.00 20.00 6.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X E11 Tee 45 ChkV1v BfyVly GatVly AlmChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 8.249 14.40 45.20 7.20 50.00 6.30 4.40 58.50 64.40 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TEST1 20x20 Ets, Qa ANN° tr' O O O L] 0 0 0 0 0 O Z r N N >,-0 O W o m O co H O +J 0 UN Lo o Lo a E ro M W Sa m O) O 4) O (- a 0. P co O H -1 O, -d A ai H ¢, 'd O., O N H .0 ) P +i -H H • H H 0 >, > Cf) Cn t4 N coO"c • co O H F[,' H r4 H F4 PI U psi Resid: H O 0 0 0 O 0 O O O O W - C N 0 m w C7r.�DC7W wrzWmmpa W--Q-,m-H O O I 0 0 0 O O N O O 0 0 m 0 O N 0 _0 (Y) H 0 O N Dashed Lines O O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY NORTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 WATER SUPPLY CURVE 144+ *\ 10\ I \\ 132+ I \ \\ 120+ IX I 108+ P 96+ R I E 1 S 1 S 84+ U 1 R I E 1 72+ ( I P 1 S 1 I 60+ I \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ I \ 48+ \ \\ 1 \\ 36+ \ I \ 1 \\ I \ 24+ LEGEND yr " 20.0 psi @ 7300 gpm-> * 1 X = Required Water Supply " Flow Test Point 1 114.14 psi @ 587.0 gpm 12+ " I 0 = Available Water Supply 138.87 psi @ 587.0 gpm 1, 0++-+---+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. JOB NO. T116023 BECU GATEWAY SYSTEM # WET 2ND FLOOR SOUTH AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .15 GPM / 900 SQ. FT. MIN SYSTEM DEMAND AT BASE OF RISER 328.3 GPM AT 101.3 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 140.0 20.0 7300.0 Required pressure is 31.2 psi (22%) less AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA AVAIL. PRESS. (PSI) 138.9 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 578.3 107.7 than available 578.3 GPM 250.0 GPM 0.0 GPM 328.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) 21.3 K=11.20 28.7 21.3 K=11.20 33.4 21.3 K=11.20 40.1 21.3 K=11.20 34.9 21.3 K=11.20 35.3 22.0 57.7 22.0 66.7 22.0 69.0 22.0 69.7 22.0 70.5 23.2 65.6 23.2 66.2 23.2 68.5 23.2 79.3 23.2 80.2 23.2 82.9 23.2 - - - - 86.9 22.5 - - - - 91.0 22.5 - - - - 91.0 22.5 91.1 22.5 91.3 22.5 91.4 20.8 92.4 0.5 101.3 - 5.0 103.7 - 5.0 103.8 -5.0 - - - - 109.8 0.0 SOURCE 107.7 328.3 S1 S2 S3 S4 S5 F1 F2 F3 F4 F5 B1 B2 B3 B4 B5 RN1 RN3 M1 M2 M3 M4 M5 TOR BOR U1 BF1 B F2 SOURCE (GPM) 60.0 64.7 70.9 66.2 66.5 pressure. AREA (FT"2) 400.0 400.0 400.0 400.0 400.0 DENSITY REQ. ACT. (GPM/FT^2) 0.150 0.150 0.150 0.162 0.150 0.177 0.150 0.165 0.150 0.166 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: sl -60.0 1.049 PL 29.50 PF 29.3 S1 21.3 11.2 28.7 60.0 22.3 120 FTG ---- PE -0.3 F1 22.0 0.0 57.7 0.0 0.993 TL 29.50 PV Pipe: s2 -64.7 1.049 PL 29.50 PF 33.7 S2 21.3 11.2 33.4 64.7 24.0 120 FTG ---- PE -0.8 B2 23.2 0.0 66.2 0.0 1.141 TL 29.50 PV Pipe: s3 -70.9 1.049 PL 21.60 PF 29.2 S3 21.3 11.2 40.1 70.9 26.3 120 FTG ---- PE -0.8 B3 23.2 0.0 68.5 0.0 1.352 TL 21.60 PV Pipe: s4 -66.2 1.049 PL 29.50 PF 35.1 S4 21.3 11.2 34.9 66.2 24.6 120 FTG ---- PE -0.3 F4 22.0 0.0 69.7 0.0 1.190 TL 29.50 PV Pipe: s5 -66.5 1.049 PL 29.50 PF 35.5 S5 21.3 11.2 35.3 66.5 24.7 120 FTG ---- PE -0.3 F5 22.0 0.0 70.5 0.0 1.203 TL 29.50 PV Pipe: F1 -60.0 1.049 PL 1.50 PF 8.4 F1 22.0 0.0 57.7 0.0 22.3 120 FTG ET PE -0.5 B1 23.2 '0.0 65.6 0.0 0.993 TL 8.50 PV Pipe: F2 0.0 1.049 PL 1.50 PF 0.0 F2 22.0 0.0 66.7 0.0 0.0 120 FTG ET PE -0.5 B2 23.2 0.0 66.2 0.0 0.000 TL 8.50 PV Pipe: F3 0.0 1.049 PL 1.50 PF 0.0 F3 22.0 0.0 69.0 0.0 0.0 120 FTG ET PE -0.5 B3 23.2 0.0 68.5 0.0 ,0.000 TL 8.50 PV Pipe: F4 -66.2 1.049 PL 1.50 PF 10.1 F4 22.0 0.0 69.7 0.0 24.6 120 FTG ET PE -0.5 B4 23.2 0.0 79.3 0.0 1.190 TL 8.50 PV Pipe: F5 -66.5 1.049 PL 1.50 PF 10.2 F5 22.0 0.0 70.5 0.0 24.7 120 FTG ET PE -0.5 B5 23.2 0.0 80.2 0.0 1.203 TL 8.50 PV Pipe: bl -60.0 2.067 PL 16.00 PF 0.6 B1 23.2 0.G 65.6 0.0 5.7 120 FTG ---- PE 0.0 B2 23.2 0.0 66.2 0.0 0.037 TL 16.00 PV Pipe: b2 -124.7 2.067 PL 16.00 PF 2.3 B2 23.2 0.0 66.2 0.0 11.9 120 FTG ---- PE 0.0 B3 23.2 0.0 68.5 0.0 0.141 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: b3 -195.6 2.067 PL 44.25 PF 14.4 B3 23.2 0.0 68.5 0.0 18.7 120 FTG ---- PE 0.0 RN1 23.2 0.0 82.9 0.0 0.325 TL 44.25 PV Pipe: b4 -66.2 2.067 PL 20.00 PF 0.9 B4 23.2 0.0 79.3 0.0 6.3 120 FTG ---- PE 0.0 B5 23.2 0.0 80.2 0.0 0.044 TL 20.00 PV Pipe: b5 -132.7 2.067 PL 42.25 PF 6.7 B5 23.2 0.0 80.2 0.0 12.7 120 FTG ---- PE 0.0 RN3 23.2 0.0 86.9 0.0 0.159 TL 42.25 PV Pipe: rnl -195.6 2.067 PL 1.00 PF 7.9 RN1 23.2 0.0 82.9 0.0 18.7 120 FTG 2T PE 0.3 M1 22.5 0.0 91.0 0.0 0.325 TL 24.20 PV Pipe: rn2 -132.7 2.067 PL 1.00 PF 3.8 RN3 23.2 0.0 86.9 0.0 12.7 120 FTG 2T PE 0.3 M3 22.5 0.0 91.1 0.0 0.159 TL 24.20 PV Pipe: ml -195.6 6.357 PL 12.00 PF 0.0 M1 22.5 0.0 91.0 0.0 2.0 120 FTG ---- PE 0.0 M2 22.5 0.0 91.0 0.0 0.001 TL 12.00 PV Pipe: m1A -195.6 6.357 PL 12.00 PF 0.0 M2 22.5 0.0 91.0 0.0 2.0 120 FTG ---- PE 0.0 M3 22.5 0.0 91.1 0.0 0.001 TL 12.00 PV Pipe: m2 -328.3 6.357 PL 65.00 PF 0.2 M3 22.5 0.0 91.1 0.0 3.3 120 FTG ---- PE 0.0 M4 22.5 0.0 91.3 0.0 0.004 TL 65.00 PV Pipe: m3 -328.3 6.357 PL 25.00 PF 0.1 M4 22.5 0.0 91.3 0.0 3.3 120 FTG E PE 0.0 M5 22.5 0.0 91.4 0.0 0.004 TL 37.60 PV Pipe: m4 -328.3 6.357 PL 6.00 PF 0.3 M5 22.5 0.0 91.4 0.0 3.3 120 FTG 2ET PE 0.7 TOR 20.8 0.0 92.4 0.0 0.004 TL 75.20 PV Pipe: TOR -328.3 8.249 PL .21.00 PF 0.1 TOR 20.8 0.0 92.4 0.0 2.0 120 FTG GA PE 8.8 BOR 0.5 0.0 101.3 0.0 0.001 TL 83.90 PV Pipe: BOR -328.3 8.270 PL 10.00 PF 0.0 BOR 0.5 0.0 101.3 0.0 2.0 140 FTG E PE 2.4 U1 -5.0 0.0 103.7 0.0 0.001 TL 28.00 PV Pipe: U1 -328.3 8.270 PL 70.00 PF 0.1 U1 -5.0 0.0 103.7 0.0 2.0 140 FTG 2F PE 0.0 BF1 -5.0 0.0 103.8 0.0 0.001 TL 94.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 -5.0 0.0 109.8 0.0 6.0 psi, 328.3 gpm BF1 -5.0 0.0 103.8 0.0 Pipe: BF2 -328.3 8.270 PL 30.00 PF 0.1 BF2 -5.0 0.0 109.8 0.0 2.0 140 FTG TG PE -2.2 SOURCE 0.0 SRCE 107.7 (N/A) 0.001 TL 83.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.080 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.3 ft/sec at pipe s3. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 138.70 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkV1v BfyV1v GatVly AlmChk DPV1v fleX 2.067 3.50 11.60 1.80 11.00 4.70 1.00 9.00 9.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatV1v 8.270 18.00 47.00 12.00 60.00 20.00 6.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatV1v AlmChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 8.249 14.40 45.20 7.20 50.00 6.30 4.40 58.50 64.40 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2016 H:\HASS\T116023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 E 0 A Nm cnUU o 00 rzl mL muni aro m M w NN, N• @J 0 0 N N 0414 CO Orl -I a-.-1 A 3 .10 b .Q a w°o. o • o N 0m m H ro• 000 • M M sta -,-1Fa4 z�;Ccaci m a o %/ %/ o 0 N H N W w W 04 to o H O M • >-I O a� •• U a.ri N ro • 0 w 0 0 0 0 0 0 0 0 0 0 W C N 0 CO • (.5QC-7 GI 04 awcncO rzw--a.rn-r1-- O O O 0 N 0 0 0 0 0 0 N N 4) 0 a o w o H d+ O LH O 0 .-I o _o ZN 04) 0 o ro w u X 0 0 0 —0 a� ro U r1 -d 0 rn O O cr � a) o 4 _O N � M A 0 O 0 a) J-) O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2016 H:\HASS\TI16023 BECU GATEWAY SOUTH.SDF JOB TITLE: BECU GATEWAY TESTI 20x20 WATER SUPPLY CURVE 144+ *\ 10\ 1 \\ 132+ \ I \ \\ I \ 120+ \ 1 \\ I \ \\ 108+X \ 1 \\ I \ P 96+ R 1 \\ E I S I \\ S 84+ U 1 R 1 \\ E 1 72+ ( 1 \\ P I S 1 I 60+ ) 1 48+ 36+ \\ \\ \\ \\ \\ 24+ LEGEND " \ I " 20.0 psi @ 7300 gpm-> * 1 X = Required Water Supply If Flow Test Point 1 107.67 psi @ 578.3 gpm II 12+ " I 0 = Available Water Supply " 1 138.90 psi @ 578.3 gpm " I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) $ NAME Z ELLERB/'C H qZ to ATRIOT PRE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET DATE / " Z - 9 z LOCATION /NTERU126AN AVE . S, BUILDING 81-006. G#711 WI/ DR. CONTRACTOR Pio 7-A2/07- CALCULATED AP/OT CALCULATED BY CRT C?QX.E7 CONSTRUCTION: ® COMBUSTIBLE OCCUPANCY 6F/C� SYSTEM NO / Sr F4 -OCR CONTRACT NO 1/- 0/8, DRAWING NO Z CEILING HEIGHT 8=4" FT. 0 NON-COMBUSTIBLE SYSTEM DESIGN I ❑ NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. ❑ NFPA 231 ❑ NFPA 231C: FIGURE ; CURVE t 21 OTHER (Specify) ./ 3// S U 0 f ./ 3 / 3000 MI SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION 30oo -f- /SoO SYSTEM TYPE DENSITY . /3 lin WET 0 DRY ❑ DELUGE ❑ PRE -ACTION AREA PER SPRINKLER V/3Rig S SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE / 50 MAKE R8/-/,I3LE MODEL G HOSE ALLOWANCE GPM: OUTSIDE GOO SIZE 1/7.-" K -FACTOR C. L 2- RACK SPRINKLER ALLOWANCE "' _ _ TEMPERATURE RATING 16r° CALCULATION SUMMARY GPM REQUIRED / 4-/q. 9 Z< PSI REQUIRED S 9. 4 9 AT BASE OF RISER "C" FACTOR USED: OVERHEAD / 20 UNDERGROUND / 40 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOI DATE & TIME /L -A9 RATED CAPACITY CAPACITY STATIC PSI / S O AT PSI ELEVATION RESIDUAL 4- PSI GPM FLOWING Si (.O ELEVATI WELL ELEVATION — P F FLOW GPM LOCATION AT SITE ON /Alr 1if.'419A/ /9L) . SOURCE OF INFORMATION W S , /?Q COMMODITY STORAGE COMMODITY CLASS LOCATION STORAGE HEIGHT AREA AIS • DTH STORAGE METHOD: SOLID PILED % PALLETIZED % RACK Y ❑ SINGLE ROW 0 CONVENTIONAL PALLET / AUTOMATIC STORAGE ❑ ENCAPSULATED 0 DOUBLE ROW 0 SLAVE PALLET ❑ SOLID SHELVING 0 NON - 0 MULTIPLE ROW 0 OPEN ENCAPSULATED U FLUE SP.- 1 IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING ¢ LONGITUDI • TRANSVERSE FT. IN. •-IZONTAL BARRIERS PROVIDED 25 29 23 22 21 20 19 18 17 16 9 8 7 6 5 1 3 2� 1i ZELLERBACH 1ST FLOOR SIGMA DYNAMICS CORP. WSBRB .13/3000 .13/1500 7700 Supply / Demand C 1 I I 1 I 1 I 1 1 1• 1 I 1 1-%...............„, 1 �`S —.a...4. 1 I 1 1 1 I,(D 1 18001600 N1'a' 2100 3200 1000 1800 5600 6100 7200 Rnnn Water Flow (GPM) Supply Information Water Supply Static Pressure Residual Pressure Residual Flow Pump Rated Pressure Rated Flow System Elevation Pressure Required Pressure Required Flow 150.00 PSI 94.00 PSI 5160.00 GPM 0.00 PSI 0.00 GPM 0.00 PSI 72.85 PSI 2019.92 GPM L_egend Combined Supply Static Pressure 150.00 PSI Residual Pressure 94.00 PSI Residual Flow 5160.00 GPM Cushion Pressure 67.27 PSI Flow 4115.75 GPM Avaliable 140.12 PSI @ 2019.92 GPM (Pressure) 72.85 PSI @ 6135.67 GPM (Flow) D - System Demand Curve S - City Supply Curve SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 1 ZELLERBACH 101 FLOOR WS&RB .13/3000 .13/1500 FLOW TEST RESULTS STATIC RESIDUAL AT 5160.0 GPM PRESSURE AVAILABLE AT 2019.9 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE ___ ____ ____ ------- 210 18.61 14.87 5.62 10.96 211 16.38 14.87 5.62 8.50 212 15.37 14.87 5.62 7.48 217 20.11 14.87 5.62 12.80 219 19.51 14.87 5.62 12.05 220 17.11 14.87 5.62 9.27 221 16.11 14.87 5.62 8.22 222 21.09 14.87 5.62 14.08 223 22.48 14.87 5.62 16.01 224 18.54 14.87 5.62 10.88 225 17.87 14.87 5.62 10.12 227 17.10 14.87 5.62 9.26 228 16.68 14.87 5.62 8.81 229 15.79 14.87 5.62 7.89 230 15.54 14.87 5.62 7.64 231 18.11 14.87 5.62 10.38 232 17.08 14.87 5.62 9.24 233 16.39 14.87 5.62 8.51 234 15.99 14.87 5.62 8.10 235 15.13 14.87 5.62 7.25 236 14.87 14.87 5.62 7.00 237 22.07 14.87 5.62 15.42 238 19.42 14.87 5.62 11.93 301 23.92 14.87 5.62 18.11 302 23.86 14.87 5.62 18.02 303 21.78 14.87 5.62 15.02 304 20.74 14.87 5.62 13.62 305 20.19 14.8/ 5.62 12.91 306 19.07 14.87 5.62 11.52 307 18.08 14.87 5.62 10.35 308 15.54 14.87 5.62 7.64 309 18.49 14.87 5.62 10.82 310 19.52 14.87 5.62 12.07 311 17.44 14.87 5.62 9.63 312 16.50 14.87 5.62 8.62 �13 16.73 14.87 5.62 8.86 314 16.13 14.87 5.62 8.23 150.00 PSI 94.00 PSI 140.12 PSI 157 F4~00) oFFIcEs ,/ 3/ � 3 mc�0 ��J��0e0 '��a��' - ./1/J S00 v� AUVE CE ii..m�G. SUBMITTAL SERIAL NO:2454HY1 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR ___ ____ ____ 315 16.96 14.87 5.62 316 16.35 14.87 5.62 317 21.18 14.87 5.62 318 20.74 14.87 5.62 319 20.29 14.87 5.62 320 18.52 14.87 5.62 321 17.19 14.87 5.62 322 21.08 14.87 5.62 324 19.46 14.87 5.62 325 18.84 14.87 5.62 326 18.86 14.87 5.62 327 18.11 14.87 5.62 328 17.72 14.87 5.62 329 16.89 14.87 5.62 330 16.65 14.87 5.62 331 19.05 14.87 5.62 332 18.09 14.87 5.62 333 17.45 14.87 5.62 334 17.07 14.87 5.62 335 16.28 14.87 5.62 336 16.06 14.87 5.62 338 20.29 14.87 5.62 339 21.17 14.87 5.62 340 20.96 14.87 5.62 341 20.62 14.87 5.62 342 20.53 14.87 5.62 343 23.87 14.87 5.62 344 23.76 14.87 5.62 345 23.73 14.87 5.62 346 17.49 14.87 5.62 347 18.53 14.87 5.62 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 4 OUTFLOWS AT 2 OUTFLOWS AT 1 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 PRESSURE ------- 9.11 8.47 14.21 13.61 13.04 10.86 9.36 15.16 12.00 11.23 11.27 10.38 9.94 9.03 8.78 11.49 10.36 9.64 9.23 8.39 8.16 13.04 14.19 13.91 13.46 13.34 18.04 17.87 17.82 9.68 10.87 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 1,269.92 75.00 75.00 600.00 2,019.92 72.85 0.082 19.60 GPM GPM GPM GPM GPM PSI PSI FPS 01-06-1992 PAGE 2 SUBMITTAL SERIAL NO:24n4HY1 ZELLERBACH 1ST FLOOR WS&RB FROM TO FLOW GPM DIAM IN 122 236 1.049 O 14.87 SB 346 347 1.049 O 18.53 45 346D0 17.49 1.049 Q 36.01 57 212 1.049 O 15.37 56 57D0 16.50 1.049 Q 31.87 53 210 1.049 O 18.61 52 53D0 19.52 1.049 O 38.13 51 52 1.049 O 38.13 60 313 1.049 O 16.73 59 60 1.049 Q 16.73 58 59D0 16.13 1.610 O 32.85 56 5800 33.31 2.067 O 66.17 BN45 BN44 AO SG AO BN13 DR AO BN17 BN16 .13/3000 .13/1500 EQUIV PIPE LEN/FT L 1.00 F=T F 5.00 C120 T 6.00 L 12.00 F=4E F 8.00 C120 T 20.00 L 2.50 F=E F 2.00 C120 T 4.50 L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5.00 C120 T 5.50 L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5.00 C120 T 5.50 L 2.00 F=0 F 0.00 C120 T 2.00 • 2.00 F=T F 5.00 C120 T 7.00 L 0.50 F=T F 5.00 C120 T 5.50 L 4.00 F=T F 8~00 C120 T 12.00 5.00 F=E F 5.00 0120 r 10.00 01-06-1992 PAGE 3 P -LOSS PSI/FT 0.0752 PT PE PF PT 0.1129 PT PE PF 0.3863 PT PE PF PT 0.0799 PT PE PF 0 .3081 PT PE PF PT 0.1138 PT PE PF 0.4294 PT PE PF 0.4294 0.0935 0.0935 0.0405 0.0438 PT PE PF PT PT PE PF PT PE PF PT PE PF PT PE PF PRESSURE SUMMARY PSI 7.00 (236) 0.43 0.45 7.88 (122) 10.87 (347) -3.46 2.26 9.67 (346) 0.00 1.74 11.41 ( 45) 7.48 (212) 0.43 0.48 8.39 ( 57) 0.00 1.69 10.08 ( 56) 10.96 0.43 0.68 (210) 12.07 ( 53) 0.00 2.36 14.43 ( 52) 0.00 0.86 15.29 ( 51) 8.86 (313) -0.87 0.65 8.64 ( 60) 0.00 0.51 9.15 ( 59) 0.00 0.49 9.64 ( 58) 0.00 0.44 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 4 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIM EOUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 54 56D0 31.87 2.067 L 14.00 0.0906 PT 10.08 ( 56) O 98.03 F=0 F 0.00 PE 0.00 BN15 C120 T 14.00 PF 1.27 PT 11.35 ( 54) 55 211 1.049 L 1.00 0.0900 PT 8.50 (211) O 16.38 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.54 54 55D0 17.44 1.049 L 0.50 0.3439 PT 9.47 ( 55) Q 33.82 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.89 51 541)0 98.03 2.067 L 10.00 0.1567 PT 11.36 ( 54) Q 131.85 F=E/T F 15.00 PE 0.00 BN14 C120 T 25.00 PF 3.92 23 511)0 38.13 2.067 L 4.00 0.2507 PT 15.28 ( 51) 0 169.98 F=T F 10.00 PE 0.00 BN12 C120 T 14.00 PF 3.51 PT 18.79 ( 23) 48 308 1.049 L 2.00 0.0816 PT 7.64 (308) O 15.54 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.57 47 48 1.049 L 0.50 0.0816 PT 7.34 ( 48) O 15.54 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.45 PT 7.79 ( 47) 47 309 1.049 L 20.00 0.1125 PT 10.82 (309) Q 18.49 F=E/T F 7.00 PE -6.06 DR C120 T 27.00 PF 3.04 46 471)0 15.54 1.610 L 35.00 0.0432 PT 7.80 ( 47) O 34.03 F=5E F 20.00 PE 0.00 BN11 C120 r 55.00 PF 2.38 45 46 1.610 L 14.00 0.0432 PT 10.18 ( 46) Q 34.03 F=3E/GV F 14.00 PE 0.00 BN10 C120 T 28.00 PF 1.21 40 451)0 36.01 2.067 L 7.00 0.0486 PT 11.39 ( 45) O 70.04 F=E/T F 15.00 PE 0.00 BN9 C120 T 22.00 PF 1.07 PT 12.46 ( 40) ------------------ 156 345 1.049 L 2.00 0.1785 PT 17.82 (345) O 23.73 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.25 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 5 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 153 156 1.049 L 0.50 0.1785 PT 18.20 (156) Q 23.73 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.98 152 153 2.067 L 8.00 0.0066 PT 19.18 (153) 0 23.73 F=0 F 0.00 PE 0.00 BN43 C120 T 8.00 PF 0.05 PT 19.23 (152) 155 344 1.049 L 2.00 0.1790 PT 17.87 (344) Q 23.76 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.25 152 155 1.049 L 0.50 0.1790 PT 18.25 (155) Q 23.76 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.98 151 152D0 23.73 2.067 L 8.00 0.0237 PT 19.23 (152) Q 47.49 F=0 F 0.00 PE 0.00 BN43 C120 T 8.00 PF 0.19 PT 19.42 (151) 154 343 1.049 L 2.00 0.1806 PT 18.04 (343) Q 23.87 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.26 151 154 1.049 L 0.50 0.1806 PT 18.43 (154) Q 23.87 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.99 150 151D0 47.49 2.067 L 2.00 0.0503 PT 19.42 (151) Q 71.36 F=0 F 0.00 PE 0.00 BN42 C120 T 2.00 PF 0.10 22 150 2.067 L 1.00 0.0503 PT 19.52 (150) Q 71.36 F=T F 10.00 PE 0.00 BN41 C120 T 11.00 PF 0.55 PT 20.07 ( 22) 141 342 1.049 L 2.00 0.1365 PT 13.34 (342) O 20.53 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.96 136 141 1.049 L 0.50 0.1365 PT 13.43 (141) O 20.53 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.75 135 136 1.610 L 8.00 0.0170 PT 14.18 (136) Q 20.53 F=0 F 0.00 PE 0.00 BN40 C120 T 8.00 PF 0.14 PT 14.32 (135) SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 6 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 140 341 1.049 L 2.00 0.1377 PT 13.46 (341) Q 20.62 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.96 135 140 1.049 L 0.50 0.1377 PT 13.55 (140) Q 20.62 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.76 134 135D0 20.53 1.610 L 8.00 0.0614 PT 14.31 (135) Q 41.15 F=0 F 0.00 PE 0.00 8N40 C120 T 8.00 PF 0.49 PT 14.80 (134) 139 340 1.049 L 2.00 0.1419 PT 13.91 (340) Q 20.96 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.99 134 139 1.049 L 0.50 0.1419 PT 14.03 (139 ) Q 20.96 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.78 133 134D0 41.15 2.067 L 8.00 0.0389 PT 14.81 (134) Q 62.10 F=0 F 0.00 PE 0.00 BN40 C120 T 8.00 PF 0.31 PT 15.12 (133) 138 339 1.049 L 2.00 0.1445 PT 14.19 (339) Q 21.17 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.01 133 138 1.049 L 0.50 0.1445 PT 14.33 (138) Q 21.17 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.79 132 1331)0 62.10 2.067 L 8.00 0.0670 PT 15.12 (133) 0 83.27 F=0 F 0.00 PE 0.00 BN40 C120 T 8.00 PF 0.54 PT 15.66 (132) 137 338 1.049 L 2.00 0.1337 PT 13.04 (338) Q 20.29 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.94 PT 13.11 (137) 122 336 1.049 L 2.00 0.0067 PT 8.16 (336) O 16.06 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.61 116 122D0 14.87 1.049 L 0.50 0.2915 PT 7.90 (122) O 30.93 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.60 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 7 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 115 116 1.610 L 8.00 0.0362 PT 9.50 (116) 0 30.93 F=0 F 0.00 PE 0.00 BN38 C120 T 0.00 PF 0.29 PT 9.79 (115) 121 335 1.049 L 2.00 0.0889 PT 8.39 (335) O 16.28 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.62 PT 8.14 (121) �__________ 120 334 1.049 L 2.00 0.0971 PT 9.23 (334) O 17.07 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.68 PT 9.04 (120) 119 333 1.049 L 2.00 0.1011 PT 9.64 (333) O 17.45 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.71 PT 9.48 (119) 118 332 1.049 L 2.00 0.1081 PT 10.36 (332) O 18.09 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.76 PT 10.25 (118) 117 331 1.049 L 2.00 0.1190 PT 11.49 (331) O 19.05 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.83 PT 11.45 (117) 101 330 1.049 L 2.00 0.0928 PT 8.78 (330) O 16.65 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.65 PT 8.56 (101) 100 329 1.049 L 2.00 0.0952 PT 9.03 (329) O 16.89 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.67 PT 8.83 (100) 99 328 1.049 L 2.00 0.1040 PT 9.94 (328) 0 17.72 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.73 PT 9.80 ( 99) 98 327 1.049 L 2.00 0.1083 PT 10.38 (327) O 18.11 F=T F 5.00 PE -0.87 DR C120 1 7.00 PF 0.76 PT 10.27 ( 98) 92 326 1.049 L 13.00 0.1168 PT 11.27 (326) O 18.86 F=T/2E F 9.00 PE -0.87 DR C120 1 22.00 PF 2.57 PT 12.97 ( 92) SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 8 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EOUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 97 325 1.049 L 2.00 0.1165 P1 11.23 (325) O 18.84 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.82 PT 11.18 ( 97) 85 324 1.049 L 2.00 0.1238 PT 12.00 (324) O 19.46 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.87 PT 12.00 ( 85) 82 322 1.049 L 2.00 0.1537 PT 15.16 (322) O 21.88 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.08 PT 15.37 ( 82) 78 321 1.049 L 2.00 0.0983 PT 9.36 (321) O 17.19 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.69 PT 9.18 ( 78) 76 320 1.049 L 2.00 0.1129 PT 10.86 (320) O 18.52 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.79 PT 10.78 ( 76) 74 319 1.049 L 2.00 0.1337 PT 13.04 (319) Q 20.29 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.94 73 74 1.049 L 0.50 0.1337 PT 13.11 ( 74) Q 20.29 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.74 PT 13.85 ( 74 72 318 1.049 L 2.50 0.1391 PT 13.61 (318) Q 20.74 F=T/E F 7.00 PE -0.87 DR C120 T 9.50 PF 1.32 PT 14.06 ( 72) 70 317 1.049 L 5.00 0.1447 PT 14.21 (317) Q 21.18 F=T/E F 7.00 PE -0.87 DR C120 T 12.00 PF 1.74 PT 15.08 ( 70) 66 316 1.049 L 2.00 0.0896 PT 8.47 (316) O 16.35 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.63 65 66 1.049 L 0.50 0.0896 PT 8.23 ( 66) 0 16.35 F=T F 5.00 PE 0.00 AO C120 r 5.50 PF 0.49 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 9 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 63 65 1.049 L 8.00 0.0896 PT 8.72 ( 65) O 16.35 F=0 F 0.00 PE 0.00 BN20 C120 T 8.00 PF 0.72 PT 9.44 ( 63) 64 315 1.049 L 2.00 0.0959 PT 9.11 (315) Q 16.96 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.67 63 64 1.049 L 0.50 0.0959 PT 8.91 ( 64) O 16.96 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.53 58 631)0 16.35 2.067 L 12.00 0.0123 PT 9.44 ( 63) O 33.31 F=E F 5.00 PE 0.00 BN19 C120 T 17.00 PF 0.21 PT 9.65 ( 58) ---------------- __ 62 314 1.049 L 2.00 0.0874 PT 8.23 (314) O 16.13 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.61 61 62 1.049 L 0.50 0.0874 PT 7.97 ( 62) Q 16.13 F=T F 5.00 PE 0.00 AO C120 r 5.50 PF 0.48 59 61 1.049 L 8.00 0.0874 PT 8.45 ( 61) O 16.13 F=0 F 0.00 PE 0.00 BN18 C120 T 8.00 PF 0.70 PT 9.15 ( 59) 57 312 1.049 L 2.00 0.0911 PT 8.62 (312) Q 16.50 F=T F 5.00 PE -0.87 DR 1,120 T 7.00 PF 0.64 PT 8.39 ( 57) 55 311 1.049 L 2.00 0.1010 P1 9.63 (�11) O 17.44 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.71 PT 9.47 ( 55) 53 310 1.049 L 2.00 0.1245 PT 12.07 (310) O 19.52 F=T F 5.00 PE 0.87 DR C120 T 7.00 PF 0.87 PT 12.07 ( 53) 44 307 1.049 L 2.00 0.1079 PT 10.35 (307) O 18.08 F=T F 5.00 PE -0.87 DR 0120 T 7.00 PF 0.76 43 44 1.049 L 0.50 0.1079 PT 10.24 ( 44) O 18.08 F=T F 5.00 PE 0.00 AO 0120 r 5.50 PF 0.59 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 10 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PGI 41 43 1.049 L 10.00 0.1079 PT 10.83 ( 43) Q 18.08 F=E F 2.00 PE 0.00 BN8 C120 T 12.00 PF 1.29 PT 12.12 ( 41) 42 306 1.049 L 2.00 0.1192 PT 11.52 (306) O 19.07 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.83 41 42 1.049 L 0.50 0.1192 PT 11.48 ( 42) Q 19.07 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.66 40 411)0 18.08 1.610 L 3.00 0.0508 PT 12.14 ( 41) Q 37.15 F=E F 4.00 PE 0.00 BN7 C120 T 7.00 PF 0.36 38 40170 70.04 2.067 L 3.00 0.1068 PT 12.50 ( 40) Q 107.19 F=T F 10.00 PE 0.00 BN6 C120 T 13.00 PF 1.39 PT 13.89 ( 38) 39 305 1.049 L 2.00 0.1324 PT 12.91 (305) O 20.19 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 0.93 38 39 O 20.19 36 38D0 107.19 O 127.38 37 304 O 20.74 36 37 O 20.74 1.049 L 2.00 0.1324 PT 12.97 ( 39) F=T F 5.00 PE 0.00 AO C120 T 7.00 PF 0.93 2.067 L 4.00 0.1470 PT 13.90 ( 38) F=0 F 0.00 PE 0.00 BN5 C120 T 4.00 PF 0.59 PT 14.49 ( 36) 1.049 1.049 • 2.00 0.1391 PT 13.62 (304) F=T F 5.00 PE 0.87 DR C120 T 7.00 PF 0.97 L 0.50 0.1391 PT 13.72 ( 37) F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.77 34 361)0 127.38 2.067 L 8.00 0.1943 PT 14.49 ( 36) 0 148.12 F=0 F 0.00 PE 0.00 BN4 C120 T 8,00 PF 1.55 PT 16.04 ( 34) 35 303 1.049 L 2.00 0.1523 PT 15.02 (303) O 21.78 F=T F 5.00 PE -0.87 DR C120 T 7.00 PF 1.07 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 11 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV. P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 34 35 1.049 L 0.50 0.1523 PT 15.22 ( 35) Q 21.78 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 0.84 22 3400 148.12 2.067 L 6.00 0.2505 PT 16.06 ( 34) Q 169.90 F=T F 10.00 PE 0.00 BN3 C120 T 16.00 PF 4.01 12 22D0 71.36 3.260 L 1.00 0.0521 PT 20.07 ( 22) .0 241.26 F=T F 24.00 PE 0.43 NR2 C120 T 25.00 PF 1.30 PT 21.80 ( 12) 137 238 1.049 L 1.00 0.1232 PT 11.93 (238) O 19.42 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.74 132 1371)0 20.29 1.049 L 0.50 0.4628 PT 13.10 (137) Q 39.71 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.55 131 132D0 83.27 2.067 L 8.00 0.1378 PT 15.65 (132) 0 122.98 F=0 F 0.00 PE 0.00 BN40 C120 T 8.00 PF 1.10 PT 16.75 (131) 131 237 1.049 L 1.00 0.1562 PT 15.42 (237) O 22.07 F=T F 5.00 PE 0.43 S8 C120 T 6.00 PF 0.94 23 13100 122.98 2.067 L 1.00 0.1870 PT 16.79 (131) 0 145.05 F=T F 10.00 PE 0.00 BN -39 C120 T 11.00 PF 2.06 13 231)0 169.98 3.260 L 1.00 0.0854 PT 18.85 ( 23) Q 315.03 F=T F 24.00 PE 0.43 NR2 C120 T 25.00 PF 2.14 PT 21.42 ( 13) 121 235 1.049 L 1.00 0.0776 PT 7.25 (235) 0 15.13 F=T F 5.00 PE 0.43 SG C120 1 6.00 PF 0.47 115 1211)0 16.28 1.049 L 0.50 0.2999 PT 8.15 (121) 0 31.40 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.65 114 1151)0 30.93 1.610 L 8.00 0.1323 PT 9.80 (115) Q 62.33 F=0 F 0.00 PE 0.00 BN38 C120 T 8.00 PF 1.06 PT 10.86 (114) SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 12 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 120 234 1.049 L 1.00 0.0860 PT 8.10 (234) Q 15.99 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.52 114 120D0 17.07 1.049 L 0.50 0.3298 PT 9.05 (120) Q 33.06 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.81 113 1141)0 62.33 2.067 L 6.00 0.0861 PT 10.86 (114) Q 95.40 F=0 F 0.00 PE 0.00 BN38 C120 T 6.00 PF 0.52 PT 11.38 (113) 119 233 1.049 L 1.00 0.0901 PT 8.51 (233) Q 16.39 F=T F 5.00 PE 0.43 66 C120 T 6.00 PF 0.54 113 1191)0 17.45 1.049 L 0.50 0.3444 PT 9.48 (119) Q 33.85 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.89 112 113D0 95.40 2.067 L 6.00 0.1510 PT 11.37 (113) Q 129.24 F=0 F 0.00 PE 0.00 BN38 C120 T 6.00 PF 0.91 PT 12.28 (112) 118 232 1.049 L 1.00 0.0972 PT 9.24 (232) Q 1'7.08 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.58 112 1181)0 18.09 1.049 L 0.50 0.3698 PT 10.25 (118) Q 35.18 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.03 111 1121)0 129.24 2.067 L 6.00 0.2357 PT 12.28 (112) 0 164.42 F=0 F 0.00 PE 0.00 BN38 C120 T 6.00 PF 1.41 PT 13.69 (111) 117 231 1.049 L 1.00 0.1083 PT 10.38 (231) Q 18.11 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.65 111 1171)0 19.05 1.049 L 0.50 0.4094 PT 11.46 (117) Q 37.16 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.25 24 1111)0 164.42 2.067 L 2.00 0.3437 PT 13.71 (111) 0 201.58 F=T F 10.00 PE 0.00 BN37 C120 T 12.00 PF 4.12 PT 17.83 ( 24) SUBMITTAL SERIAL NO:2454HY1 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW GPM DIAM IN 101 230 1.049 Q 15.54 96 10100 16.65 1.049 Q 32.19 95 96 1.610 Q 32.19 100 229 1.049 Q 15.79 SG AO BN36 SG 95 10000 16.89 1.049 O 32.68 94 9500 32.19 1.610 O 64.87 99 228 1.049 O 16.68 94 9900 17.72 1.049 Q 34.40 93 94D0 64.87 2.067 O 99.27 98 227 1.049 O 17.10 93 98E10 18.11 1.049 O 35.21 92 9300 99.27 2.067 O 134.48 AC) SG AO SG AO BN33 01-06-1992 PAGE 13 EOUIV P -LOSS PIPE PSI/FT LEN/FT L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5.00 C120 T 5.50 L 8.00 F=0 F 0.00 C120 T 8.00 L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5.00 C120 T 5.50 L 8.00 F=0 F 0.00 C120 T 8.00 L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5.00 C120 T 5.50 L 6.00 F=0 F 0.00 C120 T 6.00 L 1.00 F=T F 5.00 C120 T 6.00 L 0.50 F=T F 5,00 C120 T 5.50 L 4.00 F=0 F 0.00 C120 T 4.00 0.0816 0.3139 0.0390 0.0840 0.3227 0.1425 0.0930 0.3549 0.0927 0.0974 PT PE PF PT PE PF PT PE PF PT PT PE PF PT PE PF PT PE PF PT PT PE PF PT PE PF PT PE PF PT PT PE PF 0.3705 PT PE PF 0.1625 PT PE PF PRESSURE SUMMARY PSI 7.64 (230) 0.43 0.49 8.56 (101) 0.00 1.73 10.29 ( 96) 0.00 0.31 10.60 ( 95) 7.89 (229) 0.43 0.50 8.82 0.00 1.77 (100) 10.59 ( 95) 0.00 1.14 11.73 ( 94) 8.81 (228) 0.43 0.56 9.80 0.00 1.95 ( 99) 11.75 ( 94) 0.00 0.56 12.31 ( 93) 9.26 (227) 0.43 0.58 10.27 ( 98) 0.00 2.04 12.31 ( 93) 0.00 0.65 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 14 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EOUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 91 921)0 18.86 2.067 L 2.00 0.2072 PT 12.96 ( 92) O 153.34 F=0 F 0.00 PE 0.00 BN32 C120 T 2.00 PF 0.41 PT 13.37 ( 91) 97 225 1.049 L 1.00 0.1057 PT 10.12 (225) O 17.87 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.63 91 971)0 18.84 1.049 L 0.50 0.4003 PT 11.18 ( 97) O 36.71 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.20 25 911)0 153.34 2.067 L 7.00 0.3082 PT 13.38 ( 91) Q 190.05 F=T F 10.00 PE 0.00 BN31 C120 T 17.00 PF 5.24 PT 18.62 ( 25) 85 224 1.049 L 1.00 0.1131 PT 10.88 (224) O 18.54 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.68 84 851)0 19.46 1.049 L 0.50 0.4268 PT 11.99 ( 85) O 38.01 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.35 83 84 1.049 L 6.00 0.4268 PT 14.34 ( 84) O 38.01 F=E F 2.00 PE 0.00 BN30 C120 T 8.00 PF 3.41 PT 17.75 ( 83) 83 223 1.049 L 1.50 0.1616 PT 16.01 (223) O 22.48 F=T/E F 7.00 PE 0.43 SG C120 T 8.50 PF 1.37 81 831)0 38.01 1.380 L 2.00 0.2652 PT 17.81 ( 83) Q 60.49 F=0 F 0.00 PE 0.00 8N29 C120 T 2.00 PF 0.53 PT 10.34 ( 81) __________________ 82 222 1.049 L 1.00 0.1435 PT 14.08 (222) O 21.09 F=T F 5.00 PE 0.43 SG C120 1 6.00 PF 0.86 81 821)0 21.88 1.049 L 0.50 0.5356 PT 15.37 ( 82) Q 42.97 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.95 25 811)0 60.49 1.610 L 1.00 0.3379 PT 18.32 ( 81) 0 103.46 F=0 F 0.00 PE 0.00 BN28 C120 T 1.00 PF 0.34 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 15 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EOUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 15 25D0 190.05 3.260 L 1.00 0.0749 PT 18.66 ( 25) Q 293.51 F=T F 24.00 PE 0.43 NR2 C120 T 25.00 PF 1.87 14 15 4.260 L 8.00 0.0203 PT 20.96 ( 15) Q 293.51 F=4/0 F 4.00 PE 0.00 NC2 C120 T 12.00 PF 0.24 PT 21.20 ( 14) 78 221, 1.049 L 1.00 0.0873 PT 8.22 (221) Q 16.11 F=T F 5.00 PE 0.43 SG C120 T 6.00 PF 0.52 77 78D0 17.19 1.049 L 3.00 0.3343 PT 9.17 ( 78) Q 33.30 F=E F 2.00 PE 0.00 BN27 C120 T 5.00 PF 1.67 75 77 1.049 L 6.00 0.3343 PT 10.84 ( 77) Q 33.30 F=0 F 0.00 PE 0.00 BN26 C120 T 6.00 PF 2.01 PT 12.85 ( 75) 76 220 1.049 L 4.00 0.0975 PT 9.27 (220) Q 17.11 F=T/E F 7.00 PE 0.43 SG C120 T 11.00 PF 1.07 75 76D0 18.52 1.049 L 0.50 0.3788 PT 10.7/ ( 76) Q 35.63 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 2.08 73 75D0 33.30 1.610 L 6.00 0.1594 PT 12.85 ( 75) Q 68.94 F=0 F 0.00 PE 0.00 BN25 C120 T 6.00 PF 0.96 PT 13.81 ( 73) 73 219 1.049 L 4.00 0.1243 PT 12.05 (219) Q 19.51 F=T/E F 7.00 PE 0.43 SG C120 T 11.00 PF 1.37 72 73D0 89.23 2.067 L 2.00 0.1097 PT 13.85 ( 73) 0 108.74 F=0 F 0.00 PE 0.00 BN24 C120 1 2.00 PF 0.22 71 721)0 20.74 2.067 L 4.00 0.1515 PT 14.07 ( 72) Q 129.48 F=0 F 0.00 PE 0.00 BN23 C120 T 4.00 PF 0.61 PT 14.68 ( 71) 71 217 1.049 L 4.00 0.1314 PT 12.80 (217) Q 20.11 F=T/E F 7.00 PE 0.43 SG C120 r 11.00 PF 1.45 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 16 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 70 711)0 129.48 2.067 L 2.00 0.1979 PT 14.68 ( 71) Q 149.58 F=0 F 0.00 PE 0.00 BN22 C120 r 2.00 PF 0.40 24 70D0 21.18 2.067 L 1.00 0.2529 PT 15.08 ( 70) 0 170.77 F=T F 10.00 PE 0.00 BN21 C120 1 11.00 PF 2.78 14 241)0 201.58 3.260 L 1.00 0.1163 PT 17.86 ( 24) `Q 372.34 F=T F 24.00 PE 0.43 NR2 C120 T 25.00 PF 2.91 13 141)0 293.51 5.295 L 6.00 0.0321 PT 21.20 ( 14) 0 665.86 F=0 F 0.00 PE 0.00 NC2 C120 T 6.00 PF 0.19 12 131)0 315.03 5.295 L 6.00 0.0658 PT 21.39 ( 13) 0 980.89 F=0 F 0.00 PE 0.00 NC2 C120 T 6.00 PF 0.39 11 12D0 241.26 5.295 L 6.00 0.0988 PT 21.78 ( 12) 0 1222.15 F=0 F 0.00 PE 0.00 NC2 C120 T 6.00 PF 0.59 PT 22.37 ( 11) 33 302 1.049 L 1.00 0.1803 PT 18.02 (302) O 23.86 F=T F 5.00 PE -0.43 DR 0120 T 6.00 PF 1.08 31 33 1.380 L 14.00 0.0474 PT 18.67 ( 33) 0 23.86 F=E/1 F 9.00 PE 0.00 BN2 C120 T 23.00 PF 1.09 PT 19.76 ( 31) 32 301 1.049 L 1.00 0.1811 PT 18.11 (301) O 23.92 F=T F 5.00 PE -0.43 DR C120 T 6.00 PF 1.09 31 32 1.049 L 0.50 0.1811 PT 18.77 ( 32) O 23.92 F=T F 5.00 PE 0.00 AO C120 T 5.50 PF 1.00 21 311)0 23.86 1.380 L 3.00 0.1714 PT 19.77 ( 31) O 47.77 F=E F 3.00 PE 0.00 BN1 C120 T 6.00 PF 1.03 11 21 1.380 L 1.00 0.1714 PT 20.80 ( 21) 0 47.77 F=T F 6.00 PE 0.43 NR1 C120 T 7.00 PF 1.20 5 111)0 1222.15 5.295 L 10.00 0.1060 PT 22.43 ( 11) 0 1269.92 F=T F 37.00 PE 0.00 NCI C120 T 47.00 PF 4.98 SUBMITTAL SERIAL NO:2454HY1 01-06-1992 PAGE 17 ZELLERBACH 1ST FLOOR WS&RB .13/3000 .13/1500 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE BPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 4 5 5.295 L 51.00 0.1060 PT 27.41 ( 5) O 1269.92 F=T F 37.00 PE 0.00 FM2 C120 T 88.00 PF 9.33 41)0 75.00 5.295 L 55.00 0.1179 PT 36.74 ( 4) O 1344.92 F=2T/2E F 96.00 PE -4.76 FM1 C120 T 151.00 PF 17.80 2 3 8.071 L 21.00 0.0151 PT 49.78 ( 3)A,,se,e. O 1344.92 F=ALV/GV F 33.00 PE 9.09 84SE FR C120 T 54.00 PF 0.82 1 21)0 75.00 8.325 L 140.00 0.0108 PT 59.69 ( 2) Q 1419.92 F=T,2EE/E F 111.00 PE 9.09/3Ae.KF4.-04w UN2 C140 T 251.00 PF 2.71"fevawroe 0 11)0 600.00 12.340 L 360.00 0.0031 PT 71.49 ( 1) Q 2019.92 F=112/0 F 112.00 PE 0.00 UNI C140 T 472.00 PF 1.46 PRESSURE AVAILABLE AT NODE 0 AT 2019.9 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.082 PSI MAXIMUM VELOCITY IN PIPES 19.60 FPS PT 72.95 ( 0) 140.1 PSI az 5-010 HYDRAULIC CALCULATIONS Gateway Corporate Center Option Carte Buii_ 1dirng *9 Tenant Work First Floor Calculations Calculations by: Design Density: System Demand: System Supply: Water Supply: Interurban Ave. So. & So. 133rd Tukwila, Wa. Reliance Fire Protection, Inc. 500 S. Lander Street Seattle, Wa. 98134 (206) 682-6636 Howard J. Inman Project Designer 1/31/92 Per: WSRB .17 Density Over 3000 sq. ft. Pendent Heads Only C=120 Wet System K = 5.70 1/2" X 1/2" Orifice Heads 165 Degree Heads Chrome Recessed 150 GPM Inside Hose Allowance 750 GPM Outside Hose Allowance 69.5 PSI @ 1637.5 GPM 143.3 PSI @ 1637.5 GPM 150 PSI Static 94 PSI Residual with 5160 GPM Flowing • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/31/92 JOB TITLE: optioncare-1 �1R$1"rt-- WATER SUPPLY DATA QFPCIt.S SOURCE NODE TAG 76 Page 1 OPTIONCA STATIC RESID. FLOW AVAIL. TOTAL REQ'D PRESS. PRESS. @ PRESS. @ DEMAND PRESS. (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 150.0 94.0 5160.0 143.3 1637.5 69.5 AGGREGATE FLOW ANALYSIS: ,17 PEN IT•( PENDENT o Ni. -1 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE PRESSURE (PSI) Peg. s 1!3119, 1637.5 GPM 750.0 GPM 0.0 GPM 887.5 GPM DISCHARGE (GPM) 1 10.5 K= 5.70 18.6 24.6 2 10.5 - - - - 20.2 - - - 3 10.5 K= 5.70 20.6 25.9 4 10.5 - - - - 21.9 - - - 5 10.5 K. 5.70 22.0 26.8 6 10.5 - - - - 24.1 - - - 7 10.5 K= 5.70 23.6 27.7 8 10.5 K. 5.70 16.4 23.1 9 10.5 K. 5.70 18.1 24.2 10 10.5 K. 5.70 22.4 27.0 11 10.5 K. 5.70 23.6 27.7 12 10.5 K. 5.70 20.8 26.0 13 10.5 - - - - 22.5 - - - 14 10.5 K= 5.70 24.0 27.9 15 10.5 24.3 16 10.5 25.0 17 10.5 K= 5.70 24.7 28.4 18 10.5 24.4 19 10.5 24.1 20 10.5 K= 5.70 22.8 27.2 20A 10.5 22.8 21 10.5 22.8 22 10.5 22.8 23 10.5 21.7 24 10.5 K= 5.70 20.3 25.7 25 10.5 - - - - 21.0 - - - 26 10.5 K= 5.70 20.7 25.9 27 10.5 - - - - 20.7 - - - 28 10.5 K. 5.70 2.3.2 27.5 29 10.5 K= 5.70 21.2 26.2 30 10.5 K= 5.70 18.5 24.5 31 10.5 - - - - 25.6 - - - 32 10.5 K= 5.70 24.3 28.1 33 10.5 K= 5.70 23.2 27.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: optioncare-1 NODE TAG ELEVATION NODE TYPE (FT) 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 24.1 23.4 23.4 23.4 5.2 0.5 -3.0 -3.0 -3.0 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K= 5.70 K=25.00 SOURCE PRESSURE (P5I) 23.2 24.8 24.2 22.8 22.6 21.7 21.7 21.7 17.6 16.1 30.2 28.4 28.4 27.6 27.0 25.5 25.3 24.5 24.5 24.5 17.5 16.7 33.9 34.3 34.6 34.9 26.3 26.3 26.5 27.3 28.0 31.0 32.1 35.8 39,6 43.3 46.3 46.7 54.7 57.0 59.2 69.2 69.5 DISCHARGE (GPM) 28.4 27.2 23.9 22.9 30.4 30.0 28.8 23.9 23.3 147.0 887.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 JOB TITLE: optioncare-1 PIPE DATA PIPE TAG END ELEV. NODES (FT) NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT PRESS. SUM. (PSI) Pipe: 1 -24.6 1.087 PL 6.00 PF 1.6 1 10.5 5.7 18.6 24.6 8.5 120 FTG 2E PE 0.0 2 10.5 0.0 20.2 0.0 0.161 TL 10.00 PV 0.5 Pipe:,2 -24.6 1.087 PL 2.50 PF 0.4 2 10.5 0.0 20.2 0.0 8.5 120 FTG ---- PE 0.0 3 10.5 5.7 20.6 25.9 0.161. TL 2.50 PV 0.5 Pipe: 3 -50.5 1.416 PL 7.75 PF 1.3 3 10.5 5.7 20.6 25.9 10.3 120 FTG ---- PE 0.0 4 10.5 0.0 21.9 0.0 0.168 TL 7.75 PV 0.7 Pipe: 4 -50.5 1.416 PL 0.50 PF 0.1 4 10.5 0.0 21.9 0.0 10.3 120 FTG ---- PE 0.0 5 10.5 5.7 22.0 26.8 0.168 TL 0.50 PV 0.7 Pipe: 5 -77.3 1.416 PL 3.50 PF 4.2 5 10.5 5.7 22.0 26.8 15.7 120 FTG T PE 0.0 60 10.5 0.0 26.3 0.0 0.368 TL 11.50 PV 1.7 Pipe: 6 27.7 1.087 PL 6.00 PF 2.2 60 10.5 0.0 26.3 0.0 9.6 120 FTG T PE 0.0 6 10.5 0.0 24.1 0.0 0.199 TL 11.00 PV 0.6 Pipe: 7 27.7 1.087 PL 2.50 PF 0.5 6 10.5 0.0 24.1 0.0 9.6 120 FTG ---- PE 0.0 7 10.5 5.7 23.6 27.7 0.199 TL 2.50 PV 0.6 Pipe: 8 -23.1 1.087 PL 8.00 PF 1.7 8 10.5 5.7 16.4 23.1 8.0 120 FTG 2E PE 0.0 9 10.5 5.7 18.1 24.2 0.142 TL 12.00 PV 0.4 Pipe: 9 -47.3 1.087 PL 8.00 PF 4.3 9 10.5 5.7 18.1 24.2 16.4 120 FTG ---- PE 0.0 10 10.5 5.7 22.4 27.0 0.538 TL 8.00 PV 1.8 Pipe: 10 -74.3 1.416 PL 3.50 PF 3.9 10 10.5 5.7 22.4 27.0 15.1 120 FTG T PE 0.0 61 10.5 0.0 26.3 0.0 0.342 TL 11.50 PV 1.5 Pipe: 11 27.7 1.087 PL 8.75 PF 2.7 61 10.5 0.0 26.3 0.0 9.6 120 FTG T PE 0.0 11 10.5 5.7 23.6 27.7 0.200 TL 13.75 PV 0.6 Pipe: 12 -26.0 1.087 PL 5.50 PF 1.7 12 10.5 5.7 20.8 26.0 9.0 120 FTG 2E PE 0.0 13 10.5 0.0 22.5 0.0 0.178 TL 9.50 PV 0.5 Pipe: 13 -26.0 1.087 PL 8.25 PF 1.5 13 10.5 0.0 22.5 0.0 9.0 120 FTG ---- PE 0.0 14 10.5 5.7 24.0 27.9 0.178 TL 8.25 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: optioncare-1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -53.9 1.416 PL 1.75 PF 0.3 14 10.5 5.7 24.0 27.9 11.0 120 FTG ---- PE 0.0 15 10.5 0.0 24.3 0.0 0.189 TL 1.75 PV 0.8 Pipe: 15 -53.9 1.416 PL 3.75 PF 2.2 15 10.5 0.0 24.3 0.0 11.0 120 FTG T PE 0.0 62 10.5 0.0 26.5 0.0 0.189 TL 11.75 PV 0.8 Pipe: 16 107.2 2.115 PL 6.00 PF 1.5 62 10.5 0.0 26.5 0.0 9.8 120 FTG T PE 0.0 16 10.5 0.0 25.0 0.0 0.095 TL 16.00 PV 0.6 Pipe: 17 107.2 2.115 PL 2.75 PF 0.3 16 10.5 0.0 25.0 0.0 9.8 120 FTG ---- PE 0.0 17 10.5 5.7 24.7 28.4 0.095 TL 2.75 PV 0.6 Pipe: 18 78.8 2.115 PL 5.50 PF 0.3 17 10.5 5.7 24.7 28.4 7.2 120 FTG ---- PE 0.0 18 10.5 0.0 24.4 0.0 0.054 TL 5.50 PV 0.3 Pipe: 19 78.8 1.650 PL 2.10 PF 0.4 18 10.5 0.0 24.4 0.0 11.8 120 FTG ---- PE 0.0 19 10.5 0.0 24.1 0.0 0.181 TL 2.10 PV 0.9 Pipe: 20 78.8 1 650 PL 6.75 PF 1.2 19 10.5 0.0 24.1 0.0 11.8 120 FTG ---- PE 0.0 20 10.5 5.7 22.8 27.2 0.181 TL 6.75 PV 0.9 Pipe: 21 51.6 1.650 PL 1.00 PF 0.1 20 10.5 5.7 22.8 27.2 7.7 120 FTG ---- PE 0.0 20A 10.5 0.0 22.8 0.0 0.083 TL 1.00 PV 0.4 Pipe: 22 0.0 1 087 PL 1.00 PF 0.0 20A 10.5 0.0 22.8 0.0 0.0 120 FTG ---- PE 0,0 21 10.5 0.0 22.8 0.0 0.000 TL 1.00 PV 0.0 Pipe: 23 0.0 1.087 PL 8.25 PF 0.0 21 10.5 0.0 22.8 0.0 0.0 120 FTG ----- PE 0.0 22 10.5 0.0 22.8 0.0 0.000 TL 8.25 PV 0.0 Pipe: 24 51.6 1.650 PL 5.00 PF 1.1 20A 10.5 0.0 22.8 0.0 7.7 12.0 FTG T PE 0.0 23 10.5 0.0 21.7 0.0 0.083 TL 13.00 PV 0.4 Pipe: 25 25.7 1.087 PL 3.10 PF 1.4 23 10.5 0.0 21.7 0.0 8.9 120 FTG T PE 0.0 24 10.5 5.7 20.3 25.7 0.174 TL 8.10 PV 0.5 Pipe: 26 25.9 1.416 PL 10.00 PF 0.7 23 10.5 0.0 21.7 0.0 5.3 120 FTG E PE 0.0 25 10.5 0.0 21.0 0.0 0.049 TL 14.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 JOB TITLE: optioncare-1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 25.9 1.087 PL 2.00 PF 0.4 25 10.5 0.0 21.0 0.0 9.0 120 FTG ---- PE 0.0 26 10.5 5.7 20.7 25.9 0.177 TL 2.00 PV 0.5 Pipe: 28 0.0 1.087 PL 6.00 PF 0.0 26 10.5 5.7 20.7 25.9 0.0 120 FTG ---- PE 0.0 27 10.5 0.0 20.7 0.0 0.000 TL 6.00 PV 0.0 Pipe: 29 78.2 1.416 PL 2.75 PF 4.0 63 10.5 0.0 27.3 0.0 15.9 120 FTG T PE 0.0 28 10.5 5.7 23.2 27.5 0.376 TL 10.75 PV 1.7 Pipe: 30 50.7 1.416 PL 12.00 PF 2.0 28 10.5 5.7 23.2 27.5 10.3 120 FTG ---- PE 0.0 29 10.5 5.7 21.2 26.2 0.169 TL 12.00 PV 0.7 Pipe: 31 24.5 1.087 PL 15.00 PF 2.7 29 10.5 5.7 21.2 26.2 8.5 120 FTG E PE 0.0 30 10.5 5.7 18.5 24.5 0.159 TL 17.00 PV 0.5 Pipe: 32 55.6 1.416 PL 3.75 PF 2.3 64 10.5 0.0 28.0 0.0 11.3 120 FTG T PE 0.0 31 10.5 0.0 25.6 0.0 0.200 TL 11.75 PV 0.9 Pipe: 33 55.6 1.087 PL 1.75 PF 1.3 31 10.5 0.0 25.6 0,0 19.2 120 FTG ---- PE 0.0 32 10.5 5.7 24.3 28.1 0.724 TL 1.75 PV 2.5 Pipe: 34 27.4 1.087 PL 6.00 PF 1.2 32 10.5 5.7 24.3 28.1 9.5 120 FTG ---- PE 0.0 33 10.5 5.7 23.2 27.4 0.196 TL 6.00 PV 0.6 Pipe: 35 0.0 1.087 PL 2.25 PF 0.0 33 10.5 5.7 23.2 27.4 0.0 120 FTG ---- PE 0.0 34 10.5 0.0 23.2 0.0 0.000 TL 2.25 PV 0.0 Pipe: 36 102.4 1.650 PL 2.75 PF 3.2 64 10.5 0.0 28.0 0.0 15.4 120 FTG T PE 0.0 35 10.5 5.7 24.8 28.4 0.294 TL 10.75 PV 1.6 Pipe: 37 74.0 1.650 PL 3.50 PF 0.6 35 10.5 5.7 24.8 28.4 11.1 120 FTG ---- PE 0.0 36 10.5 0.0 24.2 0.0 0.161 TL 3.50 PV 0.8 Pipe: 38 74.0 1.650 PL 8.75 PF 1.4 36 10.5 0.0 24.2 0.0 11.1 120 FTG ---- PE 0.0 37 10.5 5.7 22.8 27.2 0.161 TL 8.75 PV 0.8 Pipe: 39 46.8 1.416 PL 1.50 PF 0.2 37 10.5 5.7 22.8 27.2 9.5 120 FTG ---- PE 0.0 38 10.5 0.0 22.6 0.0 0.145 TL 1.50 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 J08 TITLE: optioncare-1 PIPE DATA (cont'd) PIPE TAG END ELEV. NODES (FT) NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT PRESS. SUM. (PSI) Pipe: 40 46.8 1.416 PL 6.10 PF 0.9 38 10.5 0.0 22.6 0.0 9.5 120 FTG ---- PE 0.0 39 10.5 0.0 21.7 0.0 0.145 TL 6.10 PV 0.6 Pipe: 41 0.0 1.087 PL 2.50 PF 0.0 39 10.5 0.0 21.7 0.0 0.0 120 FTG ---- PE 0.0 40 10.5 0.0 21.7 0.0 0.000 TL 2.50 PV 0.0 Pipe: 42 0.0 1.087 PL 8.25 PF 0.0 40 10.5 0.0 21.7 0.0 0.0 120 FTG ---- PE 0.0 41 10.5 0.0 21.7 0.0 0.000 TL 8.25 PV 0.0 Pipe: 43 46.8 1.087 PL 2.75 PF 4.1 39 10.5 0.0 21.7 0.0 16.2 120 FTG T PE 0.0 42 10.5 5.7 17.6 23.9 0.527 TL 7.75 PV 1.8 Pipe: 44 22.9 1.087 PL 9.00 PF 1.5 42 10.5 5.7 17.6 23.9 7.9 120 FTG E PE 0.0 43 10.5 5.7 16.1 22.9 0.140 TL 11.00 PV 0.4 Pipe: 45 30.4 1.416 PL 3.75 PF 0.8 65 10.5 0.0 31.0 0.0 6.2 120 FTG T PE 0.0 44 10.5 0.0 30.2 0.0 0.065 TL 11.75 PV 0.3 Pipe: 46 30.4 1.087 PL 7.50 PF 1.8 44 10.5 0.0 30.2 0.0 10.5 120 FTG ---- PE 0.0 45 10.5 5.7 28.4 30.4 0.237 TL 7.50 PV 0.7 Pipe: 47 0.0 1.087 PL 2.25 PF 0.0 45 10.5 5.7 .28.4 30.4 0.0 120 FTG ---- PE 0.0 46 10.5 0.0 28.4 0.0 0.000 TL 2.25 PV 0.0 Pipe: 48 105.9 1.650 PL 2.75 PF 3.4 65 10.5 0.0 31.0 0.0 15.9 120 FTG T PE 0.0 47 10.5 5.7 27.6 30.0 0.313 TL 10.75 PV 1.7 Pipe: 49 76.0 1.650 PL 3.50 PF 0.6 47 10.5 5.7 27.6 30.0 11.4 120 FTG ---- PE 0.0 48 10.5 0.0 27.0 0.0 0.169 TL 3.50 PV 0.9 Pipe: 50 76.0 1.650 PL 8.75 PF 1.5 48 10.5 0.0 27.0 0.0 11.4 120 FTG ---- PE 0.0 49 10.5 5.7 25.5 28.8 0.169 TL 8.75 PV 0.9 Pipe: 51 47.1 1.416 PL 1.50 PF 0.2 49 10.5 5.7 25.5 28.8 9.6 120 FTG ---- PE 0.0 50 10.5 0.0 25.3 0.0 0.147 TL 1.50 PV 0.6 Pipe: 52 47.1 1.416 PL 5.70 PF 0.8 50 10.5 0.0 25.3 0.0 9.6 120 FTG ---- PE 0.0 51 10.5 0.0 24.5 0.0 0.147 TL 5.70 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: optioncare-1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 0.0 1.087 PL 2.75 PF 0.0 51 10.5 0.0 24.5 0.0 0.0 120 FTG ---- PE 0.0 52 10.5 0.0 24.5 0.0 0.000 TL 2.75 PV 0.0 Pipe: 54 0.0 1.087 PL 8.25 PF 0.0 52 10.5 0.0 24.5 0.0 0.0 120 FTG ---- PE 0.0 53 10.5 0.0 24.5 0.0 0.000 TL 8.25 PV 0.0 Pipe: 55 47.1 1.087 PL 6.00 PF 6.9 51 10.5 0.0 24.5 0.0 16.3 120 FTG ET PE 0.0 54 10.5 5.7 17.5 23.9 0.535 TL 13.00 PV 1.8 Pipe: 56 23.3 1.087 PL 6.00 PF 0.9 54 10.5 5.7 17.5 23.9 8.0 120 FTG ---- PE 0.0 55 10.5 5.7 16.7 23.3 0.145 TL 6.00 PV 0.4 Pipe: 57 -104.9 3.356 PL 7.50 PF 0.1 60 10.5 0.0 2.6.3 0.0 3.8 120 FTG ---- PE 0.0 61 10.5 0.0 26.3 0.0 0.010 TL 7.50 PV 0.1 Pipe: 58 -206.9 3.356 PL 6.00 PF 0.2 61 10.5 0.0 26.3 0.0 7.5 120 FTG ---- PE 0.0 62 10.5 0.0 26.5 0.0 0.034 TL 6.00 PV 0.4 Pipe: 59 -368.0 3.356 PL 7.25 PF 0.7 62 10.5 0.0 26.5 0.0 13.3 120 FTG ---- PE 0.0 63 10.5 0.0 27.3 0.0 0.099 TL 7.25 PV 1.2 Pipe: 60 -446.2 3.356 PL 5.00 PF 0.7 63 10.5 0.0 27.3 0.0 16.2 120 FTG ---- PE 0.0 64 10.5 0.0 28.0 0.0 0.141 TL 5.00 PV 1.8 Pipe: 61 -604.2 3.356 PL 12.25 PF 3.0 64 10.5 0.0 28.0 0.0 21.9 120 FTG ---- PE 0,0 65 10.5 0.0 31.0 0.0 0.247 TL 12.25 PV 3.2 Pipe: 62 -740.5 3.356 PL 3.20 PF 1.2 65 10.5 0.0 31.0 0.0 26.9 120 FTG ---- PE 0.0 66 10.5 0.0 32.1 0.0 0.360 TL 3.20 PV 4.9 Pipe: 63 -740.5 4.260 PL 5.50 PF 1.7 66 10.5 0.0 32.1 0,0 16.7 120 FTG E PE 0.0 56 10.5 0.0 33.9 0.0 0.113 TL 15.50 PV 1.9 Pipe: 64 -740.5 4.260 PL 4.10 PF 0.5 56 10.5 0.0 33.9 0.0 16.7 120 FTG ---- PE 0.0 57 10.5 0.0 34.3 0.0 0.113 TL 4.10 PV 1.9 Pipe: 65 -740.5 4.260 PL 2.00 PF 0.2 57 10.5 0.0 34.3 0.0 16.7 120 FTG ---- PE 0.0 58 10.5 25.0 34.6 147.0 0.113 TL 2.00 PV 1.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: optioncare-1 PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT PRESS. SUM. (PSI) Pipe: 66 -887.5 4.260 PL 2.00 PF 0.3 58 10.5 .25.0 34.6 147.0 20.0 120 FTG ---- PE 0.0 59 10.5 0.0 34.9 0.0 0.158 TL 2.00 PV 2.7 Pipe: 67 -887.5 4.260 PL 5.50 PF 0.9 59 10.5 0.0 34.9 0.0 20.0 120 FTG ---- PE 0.0 67 10.5 0.0 35.8 0.0 0.158 TL 5.50 PV 2.7 Pipe: 68 887.5 4.260 PL 22.00 PF 9.8 68 24.1 0.0 39.6 0.0 20.0 120 FTG 2ET PE 5.9 67 10.5 0.0 35.8 0.0 0.158 TL 62.00 PV 2.7 Pipe: 69 -887.5 4.260 PL 1.50 PF 3.4 68 24.1 0.0 39.6 0.0 20.0 120 FTG T PE 0.3 69 23.4 0.0 43.3 0.0 0.158 TL 21.50 PV 2.7 Pipe: 70 -887.5 6.357 PL 117.50 PF 2.9 69 23.4 0.0 43.3 0.0 9.0 120 FTG E PE 0.0 70 23.4 0.0 46.3 0.0 0.022 TL 131.50 PV 0.5 Pipe: 71 -887.5 8.249 PL 44.75 PF 0.4 70 23.4 0.0 46.3 0.0 5.3 120 FTG E PE 0.0 71 23.4 0.0 46.7 0.0 0.006 TL 62.75 PV 0.2 Pipe: 72 -887.5 8.249 PL 18.50 PF0.1 71 23.4 0.0 46.7 0.0 5.3 120 FTG ---- PE 7.9 72 5.2 0.0 54.7 0.0 0.006 TL 18.50 PV 0.2 Pipe: 73 -887.5 8.249 PL 4.75 PF 0.3 72 5.2 0.0 54.7 0.0 5.3 120 FTG GA PE 2.0 73 0.5 0.0 57.0 0.0 0.006 TL 43.75 PV 0.2 Pipe: 74 -887.5 8.385 PL 75.00 PF 0.7 73 0.5 0.0 57.0 0.0 5.2 140 FTG 93,00 PE 1.5 74 -3.0 0.0 59.2 0.0 0.004 TL 168.00 PV 0.2 Pipe: 75 FIXED PRESSURE LOSS DEVICE 75 -3.0 0.0 69.2 0.0 10.0 psi, 887.5 gpm 74 -3.0 0.0 59.2 0.0 Pipe: 76 -887.5 12.455 PL 346.00 PF 0.3 75 -3.0 0.0 69.2 0.0 2.3 140 FTG 88.00 PE 0.0 76 -3.0 SRCE 69.5 (N/A) 0.001 TL 434.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.5.0 computer program under SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 JOB TITLE: optioncare-1 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.145 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 26.9 ft/sec. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NOPE P, irell'vc, Po/,v7._s. 17 ay"- rvoPi #h /sw Nx 3) co /Y/✓4 c7/4 n/ /47 G O c, v/s7/v # 5B 0 viz- ,ozz 7 / Is /y7 7771,E 70� O� 7'114 Er P.1sEIZ a/e/(/viv' L ivop/�'�s 41) cLd iyo ,c 41 7 a- zoP 7-1/4 A42x." v/9Lv1 owl- HOJ . 73 .527 7/7-/L • c.00/c.- )C/ b/o,* • AC Z ()CI (nu No AIX /s /5,7 -7-AIL A3c,./t,ow 7) 0//, rvo,0/L 5 r7 s(//'/4)/ s//,C o/-' -7714, Aicir A�w 9) C? V/1- /YoD4 g'7 /S /9 7 7/7/L' "Tie/r r Go/✓/y,rc7/O, / SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 JOB TITLE: optioncare-1 WATER SUPPLY CURVE 135 P120 R E S S105 u R E 90 P S 175 ) 60 45 X \\ 30+ LEGEND X = Required Water Supply 69.51 psi @ 1637.5 gpm 15 0 = Available Water Supply 143.30 psi @ 1637.5 gpm <-94.0 psi @ 5160 gpm Flow Test Point 0++_+_-_+----+ + + + + + 4 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) QY RZ -s —Z -M PATRIOT FIRE PROTECTION I', L / �'t\f1f `,TE OF CO. ▪ 933-72, HYDRAULIC DESIGN -INFO M -AT A SHEE NAME OTS VAT? J& i LOCATION TV 14,O a WA BUILDING way 1314.9.as 9 CONTRACTOR S. (x. A. CALCULATED BY Mar MtiazjGr CONSTRUCTION: 54 COMBUSTIBLE OCCUPANCY O f •F; C e S DATE I4 - 2 - SYSTEM NO. la- Fioo,r CONTRACT NO 1 2.-13 68 DRAWING NO 0 NON-COMBUSTIBLE CEILING HEIGHT 8)4- FT. SYSTEM DESIGN ❑ NFPA 13: ❑ LT. HAZ. ❑ NFPA 231 (] NFPA 231C: ❑ OTHER (Specify) .13/30004, ORO. HAZ. GP. 0 1 ❑ 2 0 EX. HAZ. FIGURE CURVE ® SPECIFIC RULING MAGE BY Ws R.,$ DATE AREA OF SPRINKLER OPERATION 3oo0 4 DENSITY •l3 AREA PER SPRINKLER VARASS HOSE ALLOWANCE GPM: INSIDE 15`0 HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE SYSTEM TYPE WET 0 DRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE RC1i�LI& MODEL • CP 31ZE /s K -FACTOR S.IaZ TEMPERATURE RATING 1 b S° CALCULATION SUMMARY GPM REQUIRED 7 07 "C" FACTOR USED: PSI REQUIRED 33.5 AT BASE OF RISER OVERHEAD 11- 0 UNDERGROUND WATER SUPPLY WATER DATE & TIME STATIC PS1 RESIDUAL PSI GPM FLOWING ELEVATION FLOW TEST I2/ 69 I3D q4 5,16 0 PUMP DATA RATED CAPACITY AT P51 ELEVATI. CAPACITY ELEVATION WELL F FLOW GPM LOCATION Zh` Krbav &/e. S. ACtCSs R -a1 SOURCE OF INFORMATION 11/. S ,R$ • COMMODITY STORAGE COM '. CLASS STORAGE HE AREA AISLE STORAGE METHOD:' S. • ILED i PALLETIZED LOCATION RACK Sfi U' cr ❑ SINGLE ROW ❑ CONVE ` • AL PALLET ❑ DOUBLE ROW 0 SLAVE PALLE ❑ MULTIPLE ROW FLUE SP LONGI TUDI G IN INCHES TRANSVERSE UTOMATIC STORAGE 0 ENCAPSULATED 0 SOLID SHELVING 0 NON - OPEN ENCAPSULATED. CLEARANCE TOP OF STORAGE; TO CEILING IN. ORIZONTAL BARRIERS PROVIDED CONTRACT NO. Q a W c L ; M FLa VI 0 a Z 0 U O cc a cc Li 11 O -J L.) —J 6 u —J tuC 0 >0 lL :t1:41:1111.1:14A1 4 14 J I� 1 144 t 'r _1 '4,. it I.1t• tt.}. t-- 1� r X111 10 4it. Ty t_t,r irt Tt '--4 -717-7 1 11 -i •-7 i -n- i{r rl T. 4.4 ;.4. a t 11 . rrtY t,+• fit! tit- 4:4 • • i }- rF • t .,y I r,- • t14 -.r System No. ____ _-________ -_--.-_ Sheet..._ 4. .:-t. t r.,. Yt't? , 14 all a -111 u • it " ^ t ... ....• •"T -t-. �-i 44-4 1' • _ ry !:• . i, t 111 0 i.l t -t {�l t+ .•,.• '..._1- •141 �-•fr--.It-I- 7 rl -t 1 1 1 1111 Iq 1 muumuu 11 X11 NUMMI �p mum 1100 111 �:11mon N(r�mrvi moon Mgt am N111 !1!`1x' je ll 1rC ttF1p� ,t'MI 11 _.r rte -'-- 1-4 1111 ,1II 0 .45 0 tl- 4 ISd - 3UfISS3lid r.....��IrN7�Nfr' 1 t l I i r �!ii1 i1i►��N1I � 7• N111� NNiN1 1 iWr%q CD -.a•{.:..,... 0 • I IATRIoT FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS OTS E4EVATZ' R. JOB NUMBER By 12-- 1C$ M M OI Floor DATE SHEET 6Z 11 ' 4 "12- L i he.1' 107, 10 g 1 OF 4 G=)Zp 113/3ova K=S, NOZZLE IDENT & LOCATION FLOW IN GPM PIPEFITTINGS SIZE PIPE & DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSI/FOOTSUMMARY PRESSURE NORMAL PRESSURE NOTES A. Q Tyr. a /f I,vgq LGTH 2. S 075 2- Pt -7, 00 Pt . 7 FIT S Pe W �op o J A 7, S Pf , SG - rr Q LGTH • Pt .7 . S-4 Pt FIT Pe Pv CI TOTAL Pf Pn K '"• , 41 Q `L.OTR At Pt FIT Pe Pv p TOTAL Pf Pn ^7 L) 10 / Q 'Ir�,1 � LGTH . °S-81 Pt % 6, 0 Pt1 FIT Pe Pv K'S` �C 55P 1 p f 4, g 1 TOTAL a Pf , 47 Pn 1 J- ` S1 Q J 1'912-, LGTH o43S Pt 8.0.7 Pt FIT Pe Pv SS P2- Q 30.5-0 TOTAL 8 Pt • 1.,_c Pn Q 1..c. S 1.917- LGTH 04747 Pt g, 1,1 7 Pt FIT Pe Pv SSP3 p 46, �-3 TOTAL Ip Pf ,45- Pn Q 16. 8 C3. o 6 3.213 1, A S2 LGTH 7, 3 , 2247 Pt 1.36 Pt 1 FIT 7. q Pe Pv SS 'P 4 TOTAL , 1 47 Pf 3.31 Pn Q LGTH P1 I Z . 47 Pt K LINE 17'76 FIT Pe Pv I 4ili p TOTAL Pt Pn Q Pt FIT Pe Pv p TOTAL Pf Pn -IV`e log Q ' i 1 o� LGTH - a63o Pt 8.17 Pt K.:.5", 4 1 FIT Pe Pv S I I P1 O 1 S • 4 6 TOTAL $ P1 , t) Pn Q 1 r . 43 1,S4Z LGTH ' O4 51 Pt $ . 6'7 Pt FIT Pe Pv <SP2- o 1, 39 TOTAL I 0 P1 .44 Pn Q' 6 i 3 c 047,74 't�Z LGTH 0�97 Pt els 13 Pt Pe Pv SP3 TOTAL $ Pf .g0 Pn Q 17'05 ' 4S�J LGTH 7, Pt q 1 q Pt T FIT 7 3 . Z 3 D Pe Pv SSP4 �} �-r C��T 0 • /g TOTAL ( 7 Pf 3,46 Pn Q LGTH PI I1,49 Pt FIT Pe Pv y. = 17.64 f4a1h 0 TOTAL Pf Pn LINE ..«..�.r� Q LG I H P1 V Pt FIT Pe Pv o TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf I Pn PRE PROTECTION ATRIOT JOB NAME LOCATION: HYDRAULIC CALCULATIONS OI 5 EI.-VATV R JOB NUMBER BY • 1 z -11‘ 9 I a Floor M M DATE SHEET 1I- 4 -qz Lipp 106 1451 1 74 2- OF 4 C-12-0 II) 000 K: -s,42 NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE - FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Lak43104) q I, 104FIT LOTH ' , vSB�. Pt 7 f SI Pt IC: S,4I 1) Pe Pv SS P I 0 14.87 TOTAL 6 Pf 1 3.5- P q 1-.2-Z- A 1.104 LGTH ZI6p Pt %, 1i Pt _ FIT SSPZ 0 30, of TOTAL 6 P1 \.-73 Pn P q 16 , l 01 I . 4SZ LGTH I, % R Z- P1 9 , al- Pt T FIT 7, q Pe Pv S$ I' 3 Q 46.13e. TOTAL 1 01 1 Pt 1, 3 0 Pn q LGTH Pt 1 0.14 Pt I-) FIT Pe Pv Mair 0 TOTAL Pf Pn Q FIT Pe Pv 0 TOTAL Pf Pn 1..411I0S q 11Io4 LGTHIT ,� , 0�� "j t afa � \4= . 6Z S 1 17... G Pe SSV 1 0 14-.S7 TOTAL Z%, 1 Pf 1 I VT Pn Q 15 . O 4LGTH �t 1. 1 7 ,-ri Q.a '71 Pt A . 51 S , 4 I E.;'r FIT 11, I Pe Pv SSP 1 7 0 0.73 TOTAL I g, l Pf 1 .O 7 Pn Q 16. 6 9 I,4S LGTH ZZ , '7 1 rtla 1 Pf q 16 6 PI (e" s.�I Pe Pv SSPZ. Z. 0 4-7,42. TOTAL I6� Pf 1.33 Pn Q LGTH Pt I*, q i Pt 34- '�LINS- FIT Pe Pv, M�,Ir, 0 TOTAL Pf Pn Q L T Pt Pt FIT Pe Pv 0 TOTAL PI Pn // „„�� 1.11�Gk/'i q I .Iq4 1'1°4 II OS Sb 7LGTH Pt . SZ Pt le: 'S. 4 1 FIT Pe Pv S5P 1 Q 14 •137 12 Pf •7 0 Pn q I S1 S --FIT x .104 LGTH 'L ,"7 , Z'ZV� Pt S. Ze. Pt Pe Pv 5 s P2 0 30.4 Z TOTAL SI , ei Pf 1, 1 s Pn Q LGTH Pt I O ,17-- Pt }�, 9 s cZ " S-/ VE-:: _ FIT Pe Pv 0 TOTAL Pf Pn q LSH Pt ,pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn . ATRIOT ARE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS 4 -r -)S E.I,,.E.VA12 67 JOB NUMBER BY 12°- 13 6g ) It F) oar M M DATE SHEET 11-4-9'L- 1.4.0 103 3 OF 4 L-. 12.0 , 1V 3,00a K=S, NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION TOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES L t1,�)�3 q �, ► >4 LGTH • 004 Pt -7, G-4 Pt FIT Pe Pv s$ f I O 1 47 TOTAL 2.. 2- PI • 1 3 Pn q LGTH Pt 7% 4e/ Pt IC : 5-, 34 FIT Pe Pv O TOTAL PI Pn q FIT Pe Pv O TOTAL Pt Pn L1hV 103 q I Da LGTH', Z. TOTAL FIT `? i5 4 O�� Pt 7, Sia Pt E�� Pv SSFZ 0 14,$7 Pf • Q 3 Pn q 1.5-.62- 1.104 LGTHI Z 7. I A ' "7 Pt SI . 44_1___ Pt 1‹:...S.-,'34. — a Pv s s p ► a 30,41 TOTAL 'l t $ Pt 2, , 1"7 Pn yy / q 1 7. p �i ► \ asz LGTH L. 7 ` 115'7 % P1 % o, 66 Pt = (( g, `t ► 014-r 1) T FIT 7 , 4 Pe Pv "SSPa 3 /�t� O 4 3 . t5 TOTAL IO .I Pt 1 , 37 Pn CI LGTH Pt 17- , 473 Pt ; '?,� ss L) NE FIT Pe Pv M a 111a TOTAL Pt Pn q FIT Pe Pv O TOTAL Pt Pn 1.41.1t11/ Q Id 4 LGTH , O 5136 Pt ) , 5-6 Pt FIT Pe Pv SSP I a ► 4.0] TOTAL 1 0 Pf Ste% Pn �t q I S- 044 ) 1 Ip4 LGTH .2:1” Pt �. 14 Pt FIT Pe Pv SSPZ O 30.31 TOTAL 10 Pf 1, 1 4 Pn q I —7. 39 ► : 5L LGTH „S"-, 3 , i PI l b • 3" Pt T FIT 334 TOTAL 1Z 7 Pv S51:130 47 6'q P1e I ,i D Pn q LGTH Pt I 7- . 0 3 Pt 1! — 13,%s 1NE FIT Pe Pv Ma ;pa 0 TOTAL Pt Pn q LTi 1 H 0 -. V Pt Pt FIT Pe Pv O TOTAL Pt Pn q LGTH PI Pt FIT Pe Pv O TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pt Pn q LGTH Pt Pt FIT Pe Pv O TOTAL Pt Pn ATRIOT FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS O 15 ELEV RTZR JOB NUMBER BY ► Zw 136 8 ► it Ft Oor 14 M DATE SHEET 1I- 4- 92- M'a in 4- OF 4 G=12.0 • 13/3000 NOZZLE iDENT LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES , + IA .11 141 q 3% LGTH . O t) 3 ® Pt i -2 -.‘fa Pt FIT Pe Pv 107 a 6'3+23 TOTAL. Pf P q Sp. 4S-- LGTH .19113 Pt 1Z .6g Pt . FITPe TOTAL 11,7E4 Pv 11-1°‘ O 113.6 % PI • 13 Pn Q 6 3 LGTH 02 ..5-4 Pt 12 . $ I Pt FITPe Pv 10 8 p 176„I31 TOTAL Pf Pn V q , 3Z LGTH , O Q 1 D Pt 12.-. V 1 Pt • FIT Pe Pv 4"°C O 22.e.13, TOTAL 11. 2S Pf .14 6 Pn q 6 4, 26 LGTH . °064(1 Pt 13 . 27 Pt FIT Pe Pv Tr -1071 p Z 12. • 3q TOTAL Pt Pn q 14, 48 LGTH f) 7 q 9 Pt 13.27 Pt FIT TOTAL 1.3.2S1- Pe Pv w 4 10 4 O 3 27.0 7 Pf 1, 0 4 Pn a 66• %% LGTH /127 Pt 1 4.33 Pt FIT Pe Pv 4 110 o 39.3. 84 TOTAL Pf Pn q S2 . Sit LGTH 142-o Pt 14 .33 Pt FIT Pe Pv A4-10 3 a 441,38 . 38 TOTAL 1, 1 P1 I 3 0 � Pn ts� Q s4.• 3 {j LGTH .171S-7 P1 1 5-.67- P1 FIT Pe Pv '{� 11 p Soca. 76 TOTAL Pf Pn q SZ* 01 3 .3S2 LGTH 11 • , 2-13% Pt IS`, 62 Pt RV FIT 7. q Pe Pv 1 102. O SS4,77 TOTAL I A, q Pf 4, 04 Pt I q. 6 6 Pn Pt 1 10 SE 14 q 7. 00 o 6 31.77 4.3./2 Z• E LGTH 1 2. 0-7-S-7Pf SN FIT ga g, Pe Pv RV' TOTAL 40.g 4.60 Pn i'I 056 a 7.5: op ..5-1 ( �-7 J/ E. LGTH 2%3 . 0141 P1 2.4 . 4 Pt Ry FIT 64.7% - Pe Pv EX;5• C` 0 706:77 TOTAL 33'j, % Pf L�.q7 P q 8.241 PLV LGTH 4q • gyp I `I Pt 2.41,2-3. Pt B -L+ L'1GV Gv FIT 6S+q Pe 3.6.8 Pv RV 0 706.77 2.E. TOTAL (3 4 .4 Pf • 576 Pn q LGTH P1 3 3.47 PI FIT Pe Pv g 01 0 TOTAL Pf Pn q t.0 1 n ?'T PT FIT Pe Pv 0 TOTAL Pt Pn q LGTH Pt !�1 FIT Pe Pv 0 TOTAL P1 Pn »TWOT FIRE PRO I EC1 ION I I +` li 1 3 1`,� 2. HYDRAULIC DESIGN INFORMATION SIiEET • ° NAME OTIS ELE VAToR LOCATION Tu IC wt l . / v✓ A DATE I -4'g7 - BUILDING Cra r..way 81•13 , �f CONTRACTOR 5,6A. CALCULATED BY Nva/K Me f z5er CONSTRUCTION: COMBUSTIBLE (_J NON-COMBUS11BLE OCCUPANCY Dfr-ic..C5 SYSTEM NO. ZIL4F)60°I r CONTRACT NO. 1 Z.- 136 g DRAWING NO. CEILING HEIGHT gi. FT. z w ORD. HAZ. GP. n 1 [] 2 F IGURF- : CURVE ❑ EX. HAZ. ❑ NFPA 13: ❑ NFPA 231 ❑ OTHER (SpecifY) MAGE BY \J S, R..3. DATE ❑ LT. HAZ. �] NFPA 231C: Efg SPECIFIC RULING . 13) E►vdirc SYSTEM I AREA OF SPRINKLER OPERATION lch 're- IY_SIEM_TYEE N WET 0 DRY DELUGE a PRE -ACTION DENSITY , 13 AREA PER SPRINKLER PRaNKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE 15a MAKE R -"a6 t* MODEL • eo SIZE pit" K -F ACTOR S. 42. - HOSE ALLOWANCE GPM: OUTSIDE - TEMPERATURE RATING t 6 S' RACK SPRINKLER ALLOWANCE - CALCULATION SUMMARY GPM REQUIRED 870 PSI REOUIRED 46.0 AT BASE OF RISER "C" FACTOR USED: OVERHEAD_ 120 UNDERGROUND '" WATER SUPPLY WATER FJ-QYL _ESI: PWMP_OAI$ TAN.LLOILIIESEBY0 DATE & TIME I2 iS 9 RATED CAPACITY CAPACITY STATIC PSI 1519 AT PSI ELEVATION 14 RESIDUAL PSI F-LEVATI GPM FLOWING S, 16 o WELL ELEVATION - P F FLOW GPM LOCATION Sw-i"G+rUrbar, l0.v(. S, i IV, Accssc ICJ. SOURCE OF INFORMATION Ws -S. R , a. . COMMODITY STORAGE A COA , .' Y CLASS LOCATION STORAGE H . AREA AISLE STORAGE METHOD: b 1 PILED % PALLETIZED . RACK % - • ■ ❑ 0 SINGLE ROW ❑ CONV •NAL PALLET i • TOMATIC STORAGE 0 ENCAPSULATED DOUBLE ROW ❑ SLAVE PALL 0 SOLID SHELVING 0 NON - MULTIPLE ROW 0 OPEN ENCAPSULATED. X < FLUE SP: IN INCHES CLEARANC - • I TOP OF STORAGE TO CEILING cc LONGITUDI•• TRANSVERSE IN. ORIZONTAL BARRIERS PROVIDED CONTRACT NO. o- Us 1 1 11 r a l t. 14-7-r 1-i r-� r }= } ._ ; STT System No ...... -__...... ---_--- Sheet_-_____ ...... -__- _I ,�iiii`�i11 M ■,u "up" rr , r , -'r•1 {-i' -rt'' ---t-..4-t- .'' ti . ;.1 F i 't; . rr r - . ,�., ,t• _u.. 4_,_.•,.1. 4,- .....t 1 -{ { '. ., ; :.:. . 4.'1 ;,,. 1.,, 1.., it. A10 ,. �:., ,.. 4,{ It+: _.7---......: -7.-, . ,.,... ,. . • . i,,.'. }I •,,; '} �`r-`r 4 '44__ , .1 .:-1- ,t! t 1.4 ,r, ;:.1 !. } }1, .r1. .Lr ` -+ Y.}4+_...!"- ,L,._. 7. 4 .4 -4-.4- %.-.- .l, J- t r ...4.'•.4 ii ION 11 1 tit Uhl lisnii 1 111 11111 illiinim 1 sn� ut MUM ii: .Be in tiff 1 1111 111 !IMMO citrin iIiiIiIiiiMI liar H„i111 1 1111m=111111 "i PUB 1111 IZiuu: 1111 MIAMI lipTIMUI uOdiffilli m rliffilli 111111111•16111111 iiiiliiHINT n mom iiiiIi /a1. "u.■ l j 471.1 1 d 4 • 111 'm 1 1.• .»...;... {1+..} ;4_,,...i...,...,.,.. -�-{t ti4-1_.. �....1.-.1-t-1 —4 ill Y} . a4... .. -'- --•; 411 -4.-'..4.'-' . + +14 H L t -4-'• . r r.. _ 0 O z -T ..Y. !4� V . _ - • ..... 1:. 4- -. r 44+1 - .1«..1 ! _Y Y1+f- 1T i 1 !tl. -_«.. }..,.t.4 rrr1 MiES EMT IMP M/q1 �1M n so ISd - 31:ItlSS31:Id PREPROTECTION ATRIOT JOB NAME LOCATION: HYDRAULIC CALCULATIONS 01] L- V1VT R JOB NUMBER BY 1 Z -1368 zed- F l 'o1 M M DATE SHEET S -,62 - I1--4 -/1- 1....itievr Z.CPC 1 OF 7 G -- IT ,13/ avt-}-ire Ale -c4 1L= NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMA RY NORMAL PRESSURE NOTES 3 °� ° io4q LGTH 4 -Pt . 0 - SZ -7, 0 O Pt T FIT S Pe Pv O 1 q, 87 TOTAL 1 Pf . 6 B Pn q LGTH PI i, 6 g Pt l c S. 37 FIT Pe Pv p TOTAL R1 r Pn q ri FIT Pe Pv 0 TOTAL Pf Pn A`0, q' t➢ \• qui LGTH 4 sr .0752 P1 7. OD PI , FIT 7 Pe Pv O t4.%7 TOTAL I1. S Pt , 86 Pn q LGTH Pt 7 , 86 PI _ l<:5 30 FIT Pe Pv p TOTAL Pf Pn q • LGtll ' Pt 'pt FIT Pe Pv 0 TOTAL Pf Pn 1 A.O. q1oisii LGTH Z 07 n Pt 7% Q0 Pt -1- FIT Pe Pv ' 4".87 TOTAL 7 Pt . 5-3 Pn ,Q q LGTH Pt 7. 5-3 Pt K.= 5-‘4zp FIT Pe IN TOTAL P1 Pn q r P1 FIT Pe Pv Q TOTAL Pf Pn Line* Ls ZOS q _ 1 104 LGTH D 536 P1 7 , p 0 Pt I FIT Pe w 11 S5P 1 O ` 4_, �% TOTAL /� -f Pf t o / Pn q LGTH Pt 7 , 47 P1 K "S. 44 _ FIT Pe Pv O TOTAL IN rf, q LGTH. Pt Pt FIT Pe Pv p TOTAL Pt Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pt Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pt Pn q LGTH P1 Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pt Pn ,PRE PROTECTION ATRIOT JOB NAME LOCATION: HYDRAULIC CALCULATIONS 61-15 ELEVA1 0 R JOB NUMBER BY 1 Z-13 Cg 2='1 Floor- M M DATE SHEET (,'Z I1-4.97_ L i rve ZOS Lo 4- 2 OF 7 c_:-- 17- O , 13 � E 11.1 -ire Arey..= s NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE RIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT RE SUMMARY NORMAL PRESSURE NOTES Area lmp a .. LOTH Pt PI IC= S, 44 FIT Pe Pv SS PI O 15-•25- TOTAL Pf Pn L€' 20s a ! Jam, 06 1.104 LGTH . 21 610 PI 7,84 Pt , KL -S.37 FIT Pe Pv SSP. Q 30.25- TOTAL . S Pf . 1 1 Pn a 14 , 9 G 1, ►04 LGTH �}-&oo Pt "7.97 Pt \t.= S-. 30 FIT Pe Pv 5S P3 O il S• 2-7 TOTAL '7, ys Pf 3, 33 Pn a 8 e ZZ • 1,4S2- LGTH Z 6 S Pt ti, 30 Pt K.= 5-,AZ- `,4z5s (5I+1 -;W6 FIT Pe Pv ssr4 O (3, SO TOTAL 2.ZS Pf .s 1 Pn a 1 . 31 .4 LGTH �i !0 1 Pt % l. B 1 Pt .v...7 -s-.6.2. , FIT Pe Pv S S f� j' O g 2.0 1 TOTAL $ Pf 2.1C Pn q Z ). ta 0 1.037 p7 .�8 LGTH , Z737 Pt 14, 71 Pt FIT Pe Pv 5sp6 a 10 4,41 TOTAL S Pf 2..1 1q Pn a 13,14 ', cr. ;8 I LGTH 4, I 3616 q Pt t 6.96 P1 -1--FIT 10,2_ Pe Pv C s P' 7 O 127. 5-c TOTAL 14 .3 Pf 5, 6 7 Pn L► d zoo a 4-s-.$ 6 Q 1.7“1 Z . I s4 LGTH , s . 2129 Pt Z Z. . 63 Pt �'// p 4 h: 1.6 .e.---- 7 FIT 12.3 Pe Pv `Z.M'f TOTAL 12,,B Pf 'Z .7 2. Pn Q LGTH LGTH Pt 23 ,35- Pt �1 ::34. 44 '\� FIT Pe W MQ;n O TOTAL PI Pn a LGTH Pt Pt .1 FIT Pe Pv O TOTAL Pt Pn LI►1e43204 a 1,104 LGTH 11 .OS'36 Pt 7.00 Pt E FIT Z.5- Pe Pv $5P1 O 1 4.6 7 TOTAL 13.5- Pf •7I Pn a (S, q 1.104 LGTH. 4 ,Z,ZZZ Pt -7.77 Pt T FIT 6,'L Pe Pv SSP 2. / � O 30,.7 4. TOTAL 10.2 Pf 2.. 2 7 Pn a LGTH Pt 10 , o ` PI FIT Pe Pv h 1 O TOTAL Pf Pn 9 .174 — (ciNF a LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn 11 LGTH P1 Pt FIT Pe Pv O TOTAL Pf Pn a LOTH Pt Pt FIT Pe Pv 0 TOTAL Pf _ Pn ATR1OT FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS 0115 EL.E'ATDE JOB NUMBER BY 12 ! I3 8 2 i- F1 ,0 Y M IA DATE SHEET C‘62- ,6iNOZZLE I 1- Q -q 2- I." I,. in fl Z03, 206 3 OF 7 G., MO 3/ 6hfi,1Ie. Pfreit 16= NOZZLE !DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSVFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES %ihe*5203Q l,1o4 LGTH 7 .05$6 Pt 7,00 PI E,T FIT 8.7 Pe Pv SS P 1 a 14,67 TOTAL i S,7 Pf •• ea Pn /S-,25- I D a I t LG , Z 16 S Pt w%' titPv Pt K= S,42- (S HT. 0 I) FITTH Pe 5SPZ o 3 0. )7" TOTAL 10 Pf 2. , ) (, Pn q 17, 8 SLGTH T 1,10A 3.1 . s11 q Pt % b. o 6 Pt 14.:-.5-, 42 T FIT 6,Z Pe Pv SSP3 O 47,17 TOTAL IO,1 P1 3-,17 Pn LGTH Pt Is , 2.S- Pt 12 .Z 8 14L fII/E FIT Pe Pv` Nrr O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn `i nc Zb6 Q 1. I 4 LGTH • bS86 Pt 7, 0 0 Pt FIT Pe Pv S SP I 0 14 .g 7 TOTAL [ O Pf , Sq Pn 'SAS 1,104 LGTH .7..19S- P1 7,a1 Pt FIT Pe Pv S$'2.. a 30.35" TOTAL I'L Pf 2. 63 , Pn Q 7S'. 00 1,661 LGTH Z7 83 Pt 10 , VI- Pt FIT Pe F 14056. O I 0 S , 3S TOTAL 2.. S6 Pf ...S....3: Q I S , A�S 1,6$7 LGTH 10 . 1 • 37S! Pt 10.18 Pt K_j2,Z8 ^( FIT 1 0,v Z. Pe Pv SSP3 0 1.3,8o TOTAL -Z.0.1 P1 7,61 Pt 1 8, 3 9 Pn Pt Ll he 3 Q ,L�17 0176,47 I ,f 2. S4 LGTH , S ,ZI 98 T FIT IZ.3 Pe Pv RN'` TOTAL I2.a Pf 1,BI Pn Q LGTH Pt 2,1 ,Z0 Pt K. 38.32._ FIT Pe Pv Mgjh O TOTAL Pf Pn Q LGTH . Pt Pt FIT Pe Pv O TOTAL P1 Pn Q LGTH Pt P1 FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pt Pn ATRIOT FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS 0715 ELEVATM_ JOB NUMBER BY 12'►36 8 2 FI o or M M DATE SHEET 11-4-g2- LrEe 4 4071 102. 4 OF 7 12-0 •13j(i,/ K-5".62 NOZZLE IDENT & LOCATION FLOW IN GPM ,6.7.- PIPE SIZE RIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI1FOOT PRESSURE SUMMARY NORMAL PRESSURE + NOTES LihGz07 Q I, ;4 4 LGTH �p i D7v6 PI 1100 Pt , FIT IN, Pv SSP I % Q 14.t? TOTAL a Pf . 4 7 Pn Q S. '6 1`1°4 LGTH 79 Pt -7. I.� '7 Pt FIT2.1 Pe Pv 55 P L o 30 ‘23 TOTAL 6 PI 1.31 Pn J Q 16`6r 1.10 LGTH 1 4106 Pt a, 76 Pt FIT Pe Pv 551'3 ,( Q 4 6.8 6 TOTAL it Pt 3 . Qz Pn Q 2.0.03 I i 452 -Pt LGTH . Za q5" Z.'7 O Pt FIT Pe Pv ,t SSP 4 Q 6 6. CII TOTAL 8 Pf 2.O0 Pn Q 2, I . 5",5- 1,451 LGTH 4.7 4182. Pt 14.7 0 P1 EST FIT 1 I, I Pe Pv 657D5" Q 8S.�(6TOTALIS. $ P1 6. C1 Pn Q LGTH Pt 2.133 I Pt IchVE= 1 q . I !a FIT Pe Pv P1« 1h 0 TOTAL Pf Pn • Q LGif•i Pf Pt FIT Pe Pv Q TOTAL Pf Pn (-"IF Z•02- 4 1,104 ►04 LGTH 4, 5 , 0i Pt 7. 0 0 Pt --r-FIT 6 ,L Pe Pv 5-5 F 3 o 1 4• a7 TOTAL 1 0.% Pf • 6 3 Pn Q LGTHPt -7 . C3 Pt I<= 5.3 $ FIT Pe Pv G TOToI 04 on L�n�'�Zo2 Q 1, 104 LGTH S', S . o58%. Pt '7. 0 O Pt -I- FIT (,Z Pe Pv S S (' 7, 0 14.37 TOTAL 11, 7 Pf , li q Pn Q LGTH Pt 7, 6 q Pt le // 1e= S. 34 FIT Pe Pv n TfTAI of Pn LIrhG ZoZ Q 1 1 04 i'lug LGTH. 5", s ...006 Pt 7. 0 0 Pt Ea-rFIT $ ,-7 Pe Pv 0 14.$7 TOTAL i4,L Pf ,el Pn Q (S' 6 V 1,104 LGTH g •Z131 Pt 7.63 Pt s 36 -r- FIT `. 2 Pe Pv KZ- , �- SSpZ Q 2q.87 TOTAL 14.2- P1 3.03 Pn Q 1_7.7 3 �. 1 O4 LGTH . �4t Pt \ 0 . e ` Pt FIT Pe Pv C. 313 t F- S S P 3 /- 0 47.6-0 TOTAL 3 .5' Pf I. 7 7 Pn 4 11.17A...„ 1,2 LGTH S. q , 2.541 Pt IZ . 6 3 Pt IC: S. 62 T FIT 6,Z Pe Pv SSP4 Q 6.7. S7 TOTAL IZ. I Pf 3.07 Pn Q LGTH Pt I S..70 Pt 5" l< ►nom 17, OC - FIT Pe Pv R WV-- R a TOTAL Pt Pn PATRIOT RE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS O i 1 S EA -EVA -Tr, R JOB NUMBER BY %2 116 S Zt" t Floor M I'`^ DATE SHEET I, I- 4-1z L,; *I 2OS/ 20 Z- S OF 7 G=-ItW .13/30oO g=.5 -.67 - NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE DEVICES EQUIV. LENGTH FRICTION LOSS PSYFOOT PRESSURE PRESSUREPIPE SUMMARY SUMMARY NORMAL PRESSURE NOTES Uric 245% Q I.I o4 LGTH i 1 o S86 Pt 7, 0 o Pt EST FIT 8,7 Pe Pv SSP 1 0 1 4.57 TOTAL I 1 •7 PI i . 1 6 Pn Q I s` A 7FIT i�ta4- LGTH •ZI7(, Pt $. 1 4. Pt K: s, 37 (514T. AS 1) Pe Pv SSP2- Q 30.2-1 TOTAL S I� 1, 0 q Pn 17. O 9 1,104 LGTH ; 4 9 e8 U Pt q. Z S Pt FIT Pe Pv 5s P3 Q 4'7, 30 TOTAL 6 Pf Z. Q q Pn G1 g CC �tASZ LGTH • . Z�q q Pt i Z. Z A Pt FIT Pe Pv Ss P 4 Q C6 .96 TOTAL % P1 Z,o Pn Q Z 1., 2- 1 (s 687 LGTH , 2-002. Pt 14,1,4 Pt FIT Pe Pv 55 PS 0 66.1/ TOTAL P1 I, /,0 Pn q 22. 37 .687 LGTH 4 3 i .3oAZ Pt 15-.8 4 Pt T FIT 10.7. Pe Pv S.SPb Q 11'Q.s4 TOTAL 14,3 Pt x,35 Pn Q -76 •61 Z.IS4 . S LGC/V1t�ZoZ , Z4SI Zb . 14 K"- i7.05- FIT t 2.3 e Pv �,�+ RiV) Q I Q%, I S TOTAL 1 2. [ PI 3 . 14 Pn Q LGTH Pt 23, 33 Pt le.,_:- 39.75- 8,5M L INE FIT Pe Pv M00 O TOTAL Pf Pn Q LGTH Pt At FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn V LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn LGTH. Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL PI Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q l LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn ATRIOT ► FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS 077 S E Lev Arizi2. JOB NUMBER BY 17--1368 2 "--F= (r NI IA - DATE SHEET 1i-4-17-- I-4-q2Lanc" Lane"ZO It 2oq 6 OF 7 C: 12.0 : 13% 300 a K....:. 6'..‘2, NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE RIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSYFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES L11,e. 20 q IO 1t LGTH . OS' 6 Pt 7 , VD Pt FIT Pe Pv SS/p 1 O 1 4 ,$� TOTAL 6 Pf ,2,S Pn q (5; 2.4 ),104 LGTH 7. q 2...1 63 Pt 7 , 3 Pt T FIT g. Z Pe Pv S1 O 30.11 TOTAL 14.1 Pf 3, "5 Pn q LGTH Pt 1 U , A 0 Pt )`t -i NE 9 34 FIT Pe Pv NT O TOTAL Pf Pn LGTH Pt Pt FIT Pe IN O TOTAL Pf Pn L:..e-4'20q q I , i0a LGTH I i; . 2,5 FIT 3 , 0743 Pt I, 0 4 Pt 2 E. Pe Pv SS P I tt O t C. 9 0 TOTAL (S.2S Pf i .34 Pn q 17. 2 ( J I , 16 LGTH • Z7 0 Pt 1 0. 4 0 Pt y _ 5 37 (SHT.4*1) FIT P8 Pv SSP2-0 34 X21 TOTAL I Q Pf Z .74 Pn q 1 q .4 7 1.4-r2 LGTH • 1�0 Pt t :.14 Pt FIt Pe Pv SSPp 3 O J-3 • nB TOTAL 14- Pf 2.32 Pn q .ZI%It- (.45Z LGTH Z.1 .3040 Pt IS%44 Pt ti FIT 7,4 pe Pv 5SP4 O 74.'3" TOTAL 9-. S" Pf 2.4 1 Pn LpiIA Zd1 q 40.03 1,6g% LGTH . S 3 Z 64 Pt 14 .37 Pt IC: q,34 FIT 1o.Z (kW O 1 14 , s4 TOTAL 1 0,7 Pf 3.4f Pn q LGTH Pt Z 1 . B 6 P1 1-e Na FIT Pe Pv„7-2-4,510 Ma j ti O TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn L; he 210q I`O �� LGTH 3 • Codi S3 Pt a . O 4 PI FIT Pe Pv SST''l 0 (6.90 TOTAL P1 •7t: Pn q 2.635 'r LGTH 3 6 , 00 1 1 Pt q. g 1 Pt N FIT 34 .i Pe Pv Tee 0 16 • q Q TOTAL7 0. 2- P1 . Q a Pn q LGTH Pt CV' ' Pt ,/ _ K' IV S S. 3 8 FIT Pe Pv p TOTAL Pf Pn q LGTH P1 Pt FIT Pe Pv p TOTAL Pt Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL P1 Pn PATRIOT • FIRE PROTECTION JOB NAME LOCATION: HYDRAULIC CALCULATIONS 01/ 5 El -E V A-ra2 JOB NUMBER BY 11-11 6 M M VII Rao r DATE SHEET I I' 4' q M a 11y1 7 OF 7 C= 12. v E rh hYte.. Arev NOULE IDENT & LOCATION FLOW IN GPM PIPE SIZE RIPE FITTINGS & DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSIIFOOT PRESSURE SUMMARY NORMAL PRESSURE _ NOTES Kt ON q 43-c LGTH •006q Pt z3.3S P1 FIT Pe Pv �,1 Z0417v5 /� 0 I�73,41 TOTAL 8 Pr .06 Pn Q t 95.3C1 4-3sz LGTH .OZ6C PI 23 . 41, PI ►Cr 39.32- FIT Pe Pv ?.p3/X04, 0 36-13.630 TOTAL 8 PI ..2.I Pn Q q 3. 1 Z .3S LGTH Pt Z. 't. 6 Z Pt '[,t:. l e1 . 1 li FIT Pe Pv °7-41.7 � 0 4S-1, q 2 TOTAL 14 Pf . S7 Pn Q I to. 4.341. LGTH 0781 Pt 2-4- , ii Pt K> 38.75' FIT Pe Pv so47I o C42.. SI TOTAL g Pt . 6,3 Pn Q 172-.14 4.3.5-2 LG , I�q ?�f . 82 K '2.-{ . 57.4IZoy-oci Z E FITS Z S (o ® Pv 0 744.25 RV TOTAL Z$•6 P1 ?,D$ Pn Q 7 "C7 LGTH .0170 O17o Pt Z7. q O Pt FIT Pe Pv Rv o -764.8s TOTAL 7.5" Pf . 13 Pn Q 2$Ab �S % '3V LGTH . O I Q±Z PI Ze.0.3 Pt K - S• 38 FIT Pe Pv ZI 0 ig3,33 TOTAL Pf . 14. Pn Q 7.5-.00 6357 a LGTH Zq o . OZIS Pt z$. 11 Pt Rif FIT 6 4.7 Pe Pv HOSE 0 868.33 SN TOTAL 3S4,7 P1 7 44 Pn Q 9.24 9 ALV LGTH 44 .0061 Pt 3, 83 Pt 2)'--C" Elk 11 6..V .f FIT 6S 4 Pe 61.3 I Pv RV 0 8 6 .3 3 Z E TOTAL 13 4.4 Pf . 8 1 Pn Q LGTH Pt 4 c . el g Pt J FIT Pe Pv 8.01Z 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pt Pn Q LGTH . Pt P1 FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pt Pn ATRIOT FIRS PROTECTION JOB NAME LOCATION: -Sof-.,.J HYDRAULIC CALCULATIONS ., Oin3 F�LEU AT'°� \ ,c•,� 3 k.4- 'JOB NUMBER. BY'', I'Zr 13 t �� ‘..• MM • is •" BATE SHEET I I— 4.--q 2- 6 . M.. L. inc. S ' '�'j• I OF Z G: ►n 0 . 1 ) 15D0 h ^. 0.Z // NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE _ NOTES Libre %13 4 2.G3S LGTH t 0017 Pt 7, 00 Pt q cit 43 FIT Pe Pv SsV 1 a Z.1 70 TOTAL 6 PI . 01 , Pn Q Z I I% L 2,635 LGTH , U067- Pt "7 01 Pt , FIT Pe Pv SSV Z" Q 4-3A7- TOTALS Pf , 0 S Pn C 2-I ` 71 1 2,635" LGTH 4 .0/31 Pt 7104 Pt SN FIT I S TOTAL 11 Pe Pv 55 S V 3 a ‘s--.2-1 Pt ' 2 5 Pn 4 LGTH PI % i3 1 Pt e L4. 1 Z. FIT Pe Pv R. 1 0 TOTAL Pt Pn LGTH PI Pt FIT Pe Pv Q TOTAL P1 Pn 3i Lime 122 q z• 6�5 LGTH O p (� Pt 7 , t? U Pt FIT Pe Pv SSV 1 1.70 O 21'70 TOTAL 8 P1 . 0( Pn Zi.-72- LGTH Pt •7 f o I Pt FIT Pe Pv 5.S tJ 2- 43,42_ 0 `I ( 3.4 Z TOTAL gj P1 , 0 5 Pn Z/. 80 LGTH , 0062 Pt 7, o7 Pt FIT Pc Pv SS'J3 ! O vS.22 TOTAL Z Pt • 1 O Pn Q 2 1. q C LGTH Pt —7. 1 7 Pt FITl'0111 Pe Pv $ SO 4 Q 97. (g TOTAL $ Pf s 1 $ Pn Q Z Z3 LGTH 4 , 022.3 Pt 7 i 3S Pt .T. FIT 15 Pe F" S S V S' Q 10e1.41 TOTAL 1 q Pt . 6 S Pn . 121 (�K� a .6 g. 2 0 LGTH 1‘, . o 31V ' Pt 8. v v Pt = 141 )2 S N FIT rq,S- Pe Pv RNT 0177,61 TOTAL ZO•�' Pf 1.7( Pn Q LGTH . Pt cr s 7 o Pt Kl-I t 57 O FIT Pe Pv Mtill. Q TOTAL Pf Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL P1 Pn G LGTH P1 P1 FIT Pe Pv 0 TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL P1 Pn RR! JOB NAME LOCATION: HYDRAULIC CALCULATIONS ars KLEVicroe JOB NUMBER BY 14°' R C $ tit M DATE SHEET II' +PIZ O.4 K4 ot z- OF 2 es120 ,13 ►sDo &NOME MINT LOCATION P GPM PIPE SIZE Frrnme i DEVICES EQUIV.PE IPE LENGTH F LO PSYPOOT PRESSURE SUMMARY NORMAL PREEOIME NOTES 4 4:51- LOTH . 0072 Pt 9,71 PI , FIT Pe Pv 'LILz/ I 21 O 1 77. 61 TOTAL 11%; P1 .0q Pn a 179.42 4357- LGTH , 02.6 Z Pt q,7q Pt , Pn # Z.1, X24 c 356.03 TOTAL P1 , 3 Z 4 22.6g 4.35z LGTH 3,s- ,oZg4 Pt 10. 1 Z Pt 2-E, RA/ FIT Z.S.E. P.f Pr S 17,5 c 378.%1 TOTAL 24. % P1 . sat. Pn 4 E 50 LOTH 24 0 , 00 4 C Pt (01 97 PI 6.357 Rv FIT 6 4.7 P• Pv K O 37$.71 TOTAL 5S4L7 / P1 )•CT .Pn 4 8.7.4 Fl A L.V. LGTH 9 FIT 65'.4 ,tao�3 Pt a2.6' 2 , . Pt 2S' 61..g),Rv Gv P. IQ.1b3 Pv O 1713. 71 2E. TOTAL 134.4 Pt . I % Pn �$E• 4 15D .vO LGTH P1 Z3. C3 P1 FIT Pe Pv goiL QS-vb.-7 1 TOTAL P1 Pn 4 LGTH Pt PI , FIT Pe Pv O TOTAL PI Pn 4 LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn 4 LGTH Pt P1 , FIT Po Pv O TOTAL PI Pn 4 LGTH Pt P1 FIT Pe Pv O- TOTAL Pt Pn 4 LGTH Pt Pt FIT Pe Pv O PI Pn 4 _TOTAL. LGTH . Pt Pt FIT Pe Pv O TOTAL PI Pn 4 _ LOTH Pt Pt FIT Pe Pv O TOTAL PI Pn 4 LGTH Pt Pt FIT Pe Pv O TOTAL Pt Pn 4 LGTH Pt Pt FIT Pe Pv O TOTAL PI Pn 4 LGTH Pt Pt FIT Ps Pv O TOTAL PI Pn lit Floor 5- ZRq JOB NAME LOCATION: HYDRAULIC CALCULATIONS CkEVA' `a..: ----,,,,- JOB NUMBER, BY. DATE., SHEET E ? . 11" ) I 6$ ., _ . ...._.._._.. to f top r 11* 4 • 42 - ZL Upset', ►,eA" !4~, .. _. tog _.. 0 , 13/ 3 C'OL) K _ g • ..r1___...,.,. OF i I,. NOM•EFLOW IOW ♦ LOCATION IN GPM PIPE site PIPE RNA. FITTINGS PIPE a DEVICES LENGTH FRICTION LOSS PWFOOt PREss,Ai� NORMAL SUMMARY PRESSURE NOM �TyP, A•R 0 ,Oda LOTH 2... �, ........ _... _P1? `5... (, ,; 7 PILL , ii I,. PI Pr >r De0 0 i TOTAL: r PI . •i Pn _,.,, LGTN , O.:pa ? i ., v� ...a P1 r1 k_ PI .....__- r- _fIT - TOTAL • • . ... PaPr f. O �Pt Pn P . ..... .. . K 41 - L4tM..... Flt ....... ............ ._ . ... pir _P+. ). (o 0 . `.j{' J. R 1�� Pr .AL n .�....�, Pt PY _._.__—_. Pn 1)f. (07 55 - a A LCTN 5 .- PIT p .tj 9 j TOTS_ FIT , FIT.. TOTAL o 1 r^ • 1 r 1. �q�. Rr ,�' f' f,� _--- Po . o 30.5 P• Pn i s : 3 1.932 i' `' LGTN 1" TOTAL to • 0947 A _ Pt e, Az. PI 8—cps ._.. _..... _: P. 11•, . ir— ., a SCp1 0 6, Q 3 rn . sr 4 0 63, z3 s? 101_,.,..0L7. L(4114r ,n .1,p ----'._.., 12 p s • o 2 • C.tFIT K. 17.-74 L.INE~ TOTAL ftir.. Pt Pn 0 FIT .. . _.... ------ .. Pe •------• P' _ • TOTAL `.►I^ci !U$ 1,104 '''.......` I .7... . coCa P,.. P1_,r,Pne P._...�..._,.... P__.....,. K : �r • 4 1 FpS __.. ......__. _LOTN - s - 0 ' T.OTA _r. LC7M ..-.,._...., TOTAL©. _......_.. FST ----- -- FIT 04 r. ....4 t .1719 ? Pt ts{ -.I /" pS --------191 .IG Po a • Z PI • it 4 Pt 7 ► 13� Pn M �; 3 5-. i i 54Z . PI 1515 r......, 13 Fp,' M P. Pr PA TOTAL Pt 4 17 . 0 ' ) ti 4 4, LOTH `j , FIT . 2 •!•c 0 Pt. .tAre •Mw. Pt PO �__�. SSP- • S4 • ....2,�...., . TOT 14 • PI . 1 . . Pn ..-..- 8'1 A i h q LOTH - P...LL�.J. �h Pt PIT Pr K, 1". 64 «. 0 TOTAL - PI �^ P t A./NE P: PIT a _......._. . TOTAL PI Pit IRTN PI PI FIT Pe Pt Pv Pn TOTAL HYDRAULIC CALCULATIONS JOB NAME On S JOB NUMBER 1 2 ... iia 4 S ..ej,gyAroR _.._ LOCATION: 1 aa r BY 1`', DATE 1f• • Z L~rYNe'M I 04 t°5-/ I 04 SHEET 2- OF 1 . . _ C=.120 `11/3 Jo 1=:a,62 - NOME IDENT l LOCATION FLOW IN GPM PIPEPIPE SIZE FI'fiNas 6 DEVICES EQUIV. PIPE LENGTH rRICT,ON LOSS PSVFOOT PREST,U11E SUMMARY NORMAL PRESSURE NOTES LOTH Pt 7 , F �2. .14 t�,,,� I o6 q FIT Of. '6. w w P pr 1C:.S S. ! Ps 1.1 e 4 551'1 O 14.87 TOTAL 6 P1 _ _ :� ' _Pn I n- _ I) .» .. .. IS .22. _ --- _ .. LOTH...... � r� ? I P1 ._.. . . `FIT [� Pe w - 1 to S s5P 2 a ,o Oct ra I b , O IOTA, , .716 PI ►_tet PrI p �. oa !.X52• i. --- LOTH 7 ., 1 _ FIT :.1�. .1.11-1L. 1Ci7. � 4 P° PI_______ Pv i cpt 5S I' 3 ,,{ ,$� 0 'y 6 Tom- TOTAL 10 , 1 . 1 Pt ! _,, 0 Pn ..� LOTH (h i G , , i q PI ... --FIT M a ina 4 _----- --.._ .... -- D• y Pr . 1 1 17 TOA. p1 Pn • !pit ...r ._�. ort,_— --.... .. Pt . _..____ —_. Pn 0 1---TU?A!, L.; hr, 1°S. q 1 IOC LGTH i4.6 � a, •/,,,...t, r, ._ ftT i'z.. j�i!. Pe_ ......... ._ -Pr y� ; 62 .+U l O ("f `�7 TUTAU7, t P; I I 1 Pn "Fps 1,A5? �.-" FIT 11.L D'>rff Pe nr F .A I , a S P 1 � o S 0.73 - TOTAI 1 Y i , L. PI �. O• Pn rFp_S LGTH l ,1/�{{ PI Lq 16 r 1 ia6 qq - TIAL ja. 1 Pr .P,`..•'NI, Pn + A •E[��'► sSPZ o 4 !.AZ PI I A,..11 IN0 r _LGTH FIT Pe Pv (< .' I4 . 34 M4' h 0 ----- Iola P# Pn 1 l INfP• qPIT I __�... p. — Pv-_ — LOTH P... a TL_ Pt , ae t 1 �'G* q il 1 t ""i' �— FIT , Po Pv K. = S , 41 Ss? I I Q . V I TOTAL�.y - p �, _.._.......... P1• t'r.Q., 1"�S .1.!' �.P^ ' , 1°4 FIT 4 ,k-_ a2 ) 4 Pe Pv ssT 2 a 30,4`2. ...i_ . TOTAL F.1 . - P, i. 9c Pn Ion "PPS E........r-_ , LOTH PIIS! 2. IN FIT is h ...._ - I' „Q TOTAL Pt Pn C.D,,JgC7 9 .strarmrme.a .,.., .y,taw.. ywer...rw..�w.w.w.......�+..� i «» IM1 �.r L V" 0 FIT Pa Pv . 0 _ .r M TOTAL - Pr Pn 0 LGI HP► P1 ...... - PIT------...... .P• Pv ........_ .. •...... _ TOTAL___ Play._ Pn L1'1T N Pt Pt 0 .... FIT— .— Pc M ..._ �� _ ,..,..---_.. 0 TOTAL —.. P�__-P� ._- -...am NOE JOB NAME LOCATION: D'A'IS -g HYDRAULIC CALCULATIONS VAITA— J08 NUMBER 12 Dpr BY 1" F. 613 _E:3 _i >Et FI . _ __ SHEET_.a._ , 62. Ww.t, ai 103 K : .; _. 0F........4_, G:.. 12.0 , 13 3 v ac► 40ULIE LOCATION FLOW GPM PIPE SIZE 1,1°4 PIPE FITTINGS EQUIV. . —` & DEVICES LENGTH LGTH � r -----FIT-- - _ FTUC� N PSVFOOT PRESSURE SUMMARY PI !FORMAL PRESSURE NOTES I.-�,� IC3 Q pr ScrsO'PtSspt ._ o 1 4$7 T. 2,2. LGTH Pt • • 1 Pn••••••.------ Pt 14 :- 5., PIT— _ _ TOTAL ..... _. .. Pe Pr Pn o Pf ` 4 FIT 1f Po IN 0 TOTAL Pn f 1>! . 1v3 a it) 04 1,104 Orli i' FIT _Pt pl'�� "'714 , ••-• Pt �.1_ ._._...._. Po AS T-- Pr Pn p1 SSP- 0l4.H7 1 S. 6x TOTAL1c.• LGTH F,T Pt .ei. Pt mow, 4 -- ..— .- r. Pr SS ' A 0 30 .41 TOTAL 1, Pt 2.41:.? P11 17. 6GI,�S� F©TH .A ) ` -, _ o .‘ 9......616— PI _•-- --- -- ; ((. .41 g'Fj'. N T rd 6 T -SSP o to ` 1.5 TOTAL 10.1 P, 57 "-Pn - LOTHn 101AL .1: Pi 1. , Pt _, Kl-1NG. M a / 0 PI - — Pn .......,+-M� .w w .......+_.+— .n..ww...ww.r..w..rn....w._.......w.r.-_....wwq..h Q ....—. ...... -- yyvre�..+.....�..+.w.•..wr.... _'.._...-... 'T ._ -TOTAL ...._..«., PI . 0 Pn 1-111:' 1l1 o A 1 �) G^ -_-_-.. ..__ TH _-__..- _- INT , A ��(:_ `'-''wS '` ____ Pn�.�.� Sips � - y .4 "Pt> _ I p� r�► 5SP o 14.07 TOTAL 10 1 s `�S A �I�t 1,104 1 , 4 J . LGTH FIT TGTAL') L ...._ LGTH S. fit l . �._. � Z 1�� .1X34 Pt {�,, 4 P/ PI . .? � ;•— 1'1 I�. '. p- rP„'!�^ �a5P2- o 3o .11 4 I1. 39 A. _P! _._.x_..'3.3 p, ..._... Pd -i; P.• - Q r 1 T' • -- _ $5 P3 o 47. 6q TOTAL 11. 7 ..... Pt 1,1 G Pn LOTH ..._ P1 J 2 , 0 3, Pt V Z. 13."7S - P11 Ps Pv Ma i0 o TOTAL PI Pn -fHE. 0 .......,. ____ . F1T......... Pe Pi -..•, , __..._..._ PV ._,.,,, .,...__ 0 TQTAL Pn --.-- C LOTH PIP1 IN —_... F IT Pe TOTAL Pf Pn .�..�-........0 0 LGTH P1 PI F1T_ vim•Pt M PM 0 Pn Q �,__ LO1M Pt Pt a .. _-- FIT 1„ -- 0 1 OTA1. ►'I. .�..r� Pr .. IPRO JOB NAME LOCATION: HYDRAULIC CALCULATIONS n"fl.S Er:,L._VA1T..&_. JOB NUMBER BY DATE SHEET..._..,._ 12 1" M - 1 (r.* _.. 1 it Fl pee 11- 4. 92. ... _ haih OF Q C.17.o .1 30U0 NOZZLE IDENT Z LOCATION FLOW IN 3PM 1iPE SIZE RIE FITTINGS & DEVICES EOUIV, PIPE LENGTH PRICTION LOSS PSVFOOT PAESSURE SUMMARY NORMAL PRESSURE NOTES N14 i n 3.3.51 LOTH , o U? 8 Pt 1 ;iPt --� p t 1 t / C PIT P+ Pv�f'» 4 107 a 63.23 TOTAL PI PR �+�r' 0 a v. 4 S, 1 LIN .° I13 7 PI 1 Z , 61 P1 NTPr TOTAL 11a7� LOTH Pr Ai" 106 0 WS. 4t• P . 13 p P iu I... PnQS Pt — 6.1 13 FIT sa toe Q 174•� ( TOTAL . D% P• Pit"_'-"" P i • .S 17 - q 3Z LOTH Pt �i n I Pt L.A. Pt � 6 Cps J 1 S �� —_ _ � .12- Pe_ P" 41 los�'-"' 0 TOTAL I o L i ,ZS _ _ At ,A6 7 P4 Pt —__ _. P• /22$,133 4 4, 2 ..-._.__ .._�_--iJTA....._..-.. LOTH ' flG�iq F.T -P1-....11.a Pe � lv 9 Q 'l qt 3� rt Po 0 3.A. / S Q a2-).07 LOIN_� Fil TOTAL Pili. • 07s9 PI 1 ',.'L'7 PI Z ""ps' — Pt pi 1.0 G.. _.. ... .. . p 0 104 • ' 0 6.77 i LOTH TIT . 117.'% Nc..._L4:`!,3.. re P.L. Pv 14 -Fps r l 6 b - 8 �D5 t Z 0 41 1 (O O�3. 94 TOTAL ?1 Pn— w o S214 _.._....__... LGTM a 1'17 ' ' 1"1 %.. 2.13$ • 07�S7 ptl i s 1 PI Pv pn-rte...., PI FIT At tO3 Q 4 ,3 TOTAL t:I, ` fI , A Rr-I I7. e PPI 4 .t'i q 3 1 LOTH• FIT TOTAL r LJTH 11 FIT — Pv Po .._ �.., ?I .__�......_ P "_ 41%1 Q Sao.76 W 1..1: • yx. P 'i's e q SL. Oj 4 s ,77 q �. / e7o Q 6 31 .7 7 3 .1s2 S 4 3 1 $Y is I b . Z E 701.001.1g, c} LOTH 1 Z Pt 4, 0 Pn PI l,y Pt T FAS 14 fps �9 S� FIT ,�Q,B TOTAL (r 0,� _.'_"" •.. p„ p Rel .Pip --- _-_ Pt 4.6 0 Pn M 056 q 7V ° O 706:77 q �1 ( S% $.Zq#1 e LOTH 2 -7 • 014.7 Pt 2 4 . tk PI fps � Fir 6 i � �4 • TOTAL337.7 Pe P+ C' Exist• �'` ,C�____ �Sttl H-1 PI-- •,q7 Po LOTH_Al. ln_ .2•41,' ,,t,4 �Pe 1.6%8 Pt GV r'T 61. Pv Q`C'•0ley. RV o 706, 7! :DAA}) /014134 LOTH PI • b NAL. 2... Pe Pn PI 4 -FpA Fir Pv 130R. Q TOTAL PI .._.. Po`." ....�.�.r....: q .....,.,.....w...............: "Fir ___...__.. ........ -- Pe �,,.,_, Pt Pv ..... Po ........9TOTAL ,__...... .r... t.GTH _ Fit ...— TOTAL PI ...__ P_K Pv �.4-...._ 0 PI "n Pampa Z1 Floor • HYDRAULIC CALCULATIONS JOB NAME QT -1 S �I- = n. JOS NUMBER L?-- 1'3 4 6 .. LOCATION: BY M p#\ DATE 11- 4 -q? Q . H . L. ;bse s SHEET OF _3 _L._ _ S IZ.•0 .t..?, f,du KS.2. NO E LOCA'i1ON FLOW GPM M 512E FITTINGS 1 DEVICES EOUIPIP. LEN31 ti FRICTILOSON PSI/FOOT PRE£SUNE SUMMARY !NORMAL PRESSURE NOTES LOIN Pt "?. o o�. Pt 't a 41 �.INt� l z3 0 w 2 63,fn:Pi e'S V 1 O 7!- 7° -----._..._. TOTAL 6t D G 1 G 1 Pit FPS LOTH PI ;L, 01 M 4 Z 1 7L - FIT „e,,,._-�__ Pv 2. 3 1 _ _ t .— -. v J t 0 ¢ 3 A Z- TOTAL , G .5' Pn �~ S g.• ^�_ LOTH -.�__ y )., v_4 Pt o 2 (. 7 '? .4 .- 5 .C1.. Pe I Pv SSV 1 _ 0 6 S . ? I .ta 35 rN_. _...PIT�t 1 O tAL ' , (, f 3 1 ---' ?—•r-- ^ --Pn Pt ---'-f7--- s a _ _.... _ FIT Ps Pv , I1 I .Jr•- � Rt• 1^ i 0 _..__ ....__. TOTAL ------ PI inn LGTii • --- ---- - --y _ FIT Po hY O _.. _ ... _ .. ._._.._..__.... TOIAt. —_ - • .--.4-- -.-,- _ Pt ~ Po __ et LC T to Pt , cPt 7..1.li i._ihe 12?_ .Q______ ..... _... - __- F;1 ., Pe t `�sv o t rn q L I . , Z- -- -. _.. - • ... ._ -Pi Fa '7, 41 (.1 wPo Pv SSV2 0 3,4Z _.. _To1AL % __. - P! • 0.) Pn .... -.. 3 S 2!. 14 P., 7. �> 7 PI a g 0 -- • F'.' .......... 0t.(�7 Pe Pv tiS.�' o GS Z1 �,� _ _........ +or____-- `----- I U-. rn-.._.._ _ .. 4 'Fp5 �% t ` 1 1G111 - ... _� Fa PI ...2._.7 P .-----.� - �Pe Pv S s J 4 Q 07. 18 _' ._ _.. _....._..- _TO1AL� t Ol3i Pt I Ti—... 5-fp, 2 7 z _ ___ EGTtt Pt ! ! 3.L._._ M -_ __.._ .. J Py- e%.) 5r O log. ii _ _..1-_� —FIT __1.4... -1 3 - - TDTAL- 1 CI _ 02.2. !i Pf•et... _.. _. _........ 6 jos PI f Poi 4 G `i t� te:�.j A 6 ,. F11 lei, t',.... wPe I% Z t A 1_ RiV �- o .77 � _. - .iv TOTAL -2.0 ...eV (> ., .1 , ('t �_-� 'n i,,,� I O fp,i r.._-... _ _ LOTH . _ Pt . 1.1.',..Cz._ Pt � FIT. Pf Pv 01 qli. 0 -----. • - --`-.. _._ T_TA pt Psi l..Me. .. . , ... .... _.......__.. ,..ip�_.__ .._. ._ ........ -. ,.._..........._......... o LOTH- Fa P Pe P4 12 I9lAt. PI Pm 1.01t1 Pt PI c . _---�- fa P. Pv --.- O TOTAL PIPn..._...- ....... -. .� ..-- LGTH Ail P'1 Pt Po ..., - P .r.............• . -4--- -- 0-... __...... TOTAL. PI 1 n LOTH Pt PI ---- ... - ___ P1 M 0 ---•, ...r _FIT ' TO1Al ............ ... Ptx . ...� Pt,- ..1 .._ _ JOB NAME LOCATION: HYDRAULIC CALCULATIONS C'Tls F_I.C-.tThio JOB BY NUMBER 12'•" ; )d % to 14\ .�.�._ ._•DATE Q.1 I M 4.1, SHEET I I ` ' -1 z /,soo EQUIV. RPE t.EHflTH FRIC1,QN LOSS PSYFOOT 2 .__ OF Z- --1?.0 .1 PIPE PIPE SIZE FITi1N0* & DEVICE* NO'�� IDENT l LOC.TTON FLOW IN OPM PRESSURE SUMMARY NORMAL PRESSURE NOTE .."1.,5Z LOTH • V U'% 7. • 02. (, 9 i !, ? a R 1 , 7.c P.-,.--.-- 4 �pS 8'�p� FIT Po Pv l 1? j I Z1 0 r % 7, CI TOTAL 1 G .?L PI _y Pt ct Pn Pt Q f % 4 ?.... 4 .?"r.? - .CTM . FIT - - TOTAL )�. Pn LATH s Ps •+ _ Pv + Z112a a 91-6 .01 P1 ----,-.1..)7 I PI IQ _ Pe Q 22 7,5 ? •-__� _._... Pv 8 s 7 C i .. J P" i- j,. c go 12,5 7 1 O 37'$'� TOTAL .1. { _a- l Prt v 4. ,6-7 ..E.1.5)4. R y j_ •LGTM 2 4v FiT , r if �7 TOTAL 'i S '1 r1 c.,5 f't (U. !'... Pt► Pt s Pv J 0 3% a.71 ..._- r Pt j. j Pn Q tt V.._ u; PROM -11 I N JOB NAME LOCATION. HYDRAULIC Or! S Si 1.c vA1bR CALCULATIONS JOB NUMBER—L2—Lake BY , _ x cat fl Pef `'1. .......,_, DATE ...J..i... ^ • SHEET ___i....__ __ 1 I;'62' Z' L.shPsir 7 of ._,. _ :vil_tr( nvc/t OF 7 —,-- rt 0,CIS) I NOZZLE LOCATION FLOW OPM PIPE SSE MPE FITTING. L DEVICES EPEE LENGTH FR►C OSS" P$YPOOT PRESSURE Sl►MI�tARY NORMALLNOTES PRESSURE A s Q. 4 I, pq� LOTH 4 FIT 5 G�FPS . % 0-/f;< P. ,.Pr D 0 I4. ii7 TOTAL l{ _ M PI '7% LE M Pn Pt 4FIT LGTM Pv O TOTAL PI Pn Ps Pv PIT 0 TOTAL 1 P1 Pn n 3' 0 Q 1.0441 ...,. LOTH 4 . ` U i �Z Pi I. CIC? P1 —..- .... 6 fps ________— , PIT "7 Pe �0'4 .0 TOTAL Il. S Pt . (16 p 0 LOTH PI 2116 PI Pr . •----. 1‹ �; . 3 G �. `_' FIT .. • TOTAL, Y��1i11 '•po 0 Pt .... w r w Pn .. •••••••••=v Q .._.w.+...r..+..._........rZy.rTM.. )ii 11�� J Q TOIAL PI Pn �, +^ Y Q `�D LGTH 2.rn C'' � IJ oc, P1 PIT $' Pu IN 0 � 4 . g7 D TOIAL P1 . (- _'In —_ ...._..._ _._ . 4 - — LOTH Pt `j, S.1-2-1— Pr - ---- PI P� ... — _ /= Z '\ FIT . ._- O TOIAl Pn Q ...... ..«...............,.......,.... ---- FIT �� _.....,........:�� Pe _ ..�..,,.....,..,.»..- _ �._....... Pv Pn ......_..»._,.. 0 . TOTAL_ LOTM PI 1.1.1,10 x45 Q 1,104 __ ' i • ..._. Pt '7 , c•U Pu .» w Pv of ` ASw—...... P!__ 4.Z..... PP P`--•---- --�.. ,�1...1—...._. P1 F's, 44. _... PIT0� J1'1 QJ �. $7 4 TOTAL 8 LOTH FIT .Y P. ... 4,410,1✓•-_....,._. _.PI--_--- -a* 0 1 Q LOTH f17......... TOTAL P1 P1 .---_-__ Pip W » p P1 �_ Pn �Pt Pv _ LOTH Pt _........._ _ FIT i.p..1 — -------1---� Pn _____ Q _ _ r ._— _ LOTH - _'_'— ...... J PIT ~..P - Pv i 0 TOTAL PI Pn �. LOTH PI P1 • ~ TOTAL Pt Pn .... LOTH{ Pt PI Pt Pe _ 0 TOTAL HYDRAULIC CALCULATIONS 611$ E t E'c/A7 R. JOB NUMBER I Z^ r:;6g JOB NAME F1 vo r BY M W LOCATION: . .2=:tl' DATE 4' ` 1-* _ ...J.! + Ir • „467t '+i O� 4:________— SHEET 2" OF .,....2_______, 2. c,:. a 0 13 E tv1, rc AY cet V- t- _" - 62- ...... S-~ NOZZLE N0 E !DENT & LOCATION FLOW ,r IN OPAL PIPE SIZE RIP@ FITTINGS IIS DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSVFOOT SUMMAPRESSURY SUMMARY NORMAL PITESSIJRE NOTES LOTH /�-��- `P I71> 0 _. _ . - FIT Pe- ..Pr ._. 1C.: 5, 44 SSP 0 1-5-.2S- T TAL Pt Pn LOTH P< 7, € 6 Pt 1 O fe S I..,y �� 4 t .77sC . .._, FIT P� a t' S. V7 f 1.4 0 4 . ?Igo K 5 5 P Z ,,,,• Q 25 3 _.. TOTAL S Pt , l 1 r••.. Pn �...�_ d/ LOTH P` "�.g! Pt 4 14 . 1o4 - --_-- FIT 4G pp P« Pv 5 1, 1C= .3o 5s P3 Q 4t�S• Z'% _ TOTAL F. 7-� i ?I 3 3 3 Pn ...............11.:52 4 LGTH.. ..... Lt t, , .di C PI C+ I v . 23- .. _ .. FIT I?°_... Pr Y..: .5',A7.-12- TP I,'1Sz ,224E ss P O , So 3 TOTAL 2 ,L3 VI , !; ti Pn (Stir,, *-1\) LGTH Ptt , 8 Pt 0 19 . �, r FIT _-% Pa K' 5.62 '� �q'2 _ ...r� � ` LL�� S sPS p €2 . S ---- - , 3701 TOTAL PI I C Pn I C Fps —1771—, LGT1i Pt t 7'7 Pt q 21. 6 O FIT t•a �, 1•w S � �•• Z7:I 'pi" i I pS ssj,6 a j04.4I $ , 7,r- P„ 4 „FoTAL _ .. '7114 ti g.! _ 1 t''_ ! k.,:. fir_ .. _.. - a i 3. % 4e c S Ir 7 1 0 127. S1'- T,7'I'AL I H • 3 I Ft __.ILS---/ Pn .., LOTH 5 PI It 7 , Pi -, I S fp$ L{h�'�t o AS $ 6 ..__ T ..Ft; 17-3�Z1�� Pr 2,+s4 r0_ .. .....__ 4 $-- gN'T Q 173.4 I P. i7 Z TOTAL � Z.�� Pn V..:.R 6 LGTti 2,-; PI 0 FIT Pe Pr = 34 44 -- . _.._,.. P k ► e 1 n 0 TOTAL pt t d LOTH .I --- . _..., . -• — Pt ... _.._.,` _ ...-.._-. . ___ .d . FIT............ —,.... . .. Fs Pv — —.—._ _ .. 0 TOTAL Pt Yn rr* LOTH t 1 P1 2, e' o P1 L f ►is41 0 a�.�? P• t,104 . .....:....�,.. ,S" p.5 SSPt 0 14.97 ., ,0!)-84 TOTAL t �• sPt •711 Pn LGTH. 4 PI X29_.... PI q 16%41 FIT , 2 . Pu- Pr 1.104 t 7.227 Io'I" S SSP 2 0 30.5 TOTAL. I O 2 Pt 2. •4 7 on P LC+TH Pt IQ..P_4 Pt ._. 4 FIT Ps Pr 0 TOTAL �.....,..___..... Pn ... Q -f I �,.,. - .......t _M_.. _... .. LOTH _. _......: _.45P:2111-. Pt s.l 4 f1T __. Po Pr 0 ----- TOTALPI Pn LGTH Pt Pt FIT Pa Pr -- p TOTALr .... r— ---r. P1 Art , LOTH v1 Pt 4 FIT Pu Pr -- ... •---^ O TOTAL PI Pot MOE HYDRAULIC CALCULATIONS JOB NAME OT3 S g tr f VATD e JOB NUMBER. 12. `" 13c 41 • „— LOCATION: F1 so Y BY P ..,.. DATE, 11'-• '4 ..._ L the 0 2., 03 Z0 SHEET OF 7 e I 14) I IC E.N �/.� . —2--- fyr « L , . 6 3 �.—_••-�Yww� NO= 10ENT i LOCATION PLOW IN OPM PIPEINPE FmiN06 & DEVICESSIZE i�Y..iy.rr�ww. EQUIV. PIPE LENGTH FRICTION LOSSSUMtMARV PSVFOOT PRESSURE NORMAL PRESSURE _... NOTES 1.1 vii as P 1 14.8 7 LOT Pt � `..�. PI 0 ! S, Z S FIT --.a Fr Pv K ` 5.42. 1 ofpt I Z 1,104 --- TOTAL 10 ,2.165 Pt Pn �sNT;ati ...1-2.52.L.......2.20. Orr LGTH q�. i' PI —.1.0.• °IL ------ _ 1'7, ` - # P" G 2 -- 1,104 + a•—_ . — Its$- SSP3 0 7 R2 --- —21--4-:2- TOTAL ID, .5-10 -Pt ,jI'1 ^Pn ! ( b4 LOTH Pt. 1 -.j -a. 2. S !-__----•---. = Ft --Pe Pr 1'L a 8 ig1AlFI Pp �' r —� FIT........... PrJ Pr — TOTAL ._—.�...._ PI Pn --- 4Z04 .Q_.._. LGTH ?t "/� G 0 — PI �� Lint' a — �_ • -�„� �, P11 Pr I. too -- .-- OC86 PS S St I O 14 .87 •-• -- •—•-- TOTALT0 0 _ 1f*t , S Pn LGTH PI 2! S� Pt Q ' $,.. $ Pe----- I.IoaFIT ,; 1q -- tops £SP 2- 0 30.25 TOTAL 11^„,. tt't _ 7. , t 3 Pn ' Sr _ "0O __ _ LO H ....... _ A 1 O , Z L- _ f't F. R,' __ '`o I.} off, � to 1 o S .34 . 1 (AlFST - _ __------ TOTAI ' Z•? 'B3 P► Pn • �� i �' 5 .,... LGTH 10.1_ Pt 12 . -is PI ,1 FIT Y` w 1%4(0 10.1 37 ': I'a fps S P 3 0 17-1S S o . _ .i __ TOTAIy,L•0.1 . Pt—`1,%r.!,Pn I LOTH ._S n: 1.0.., —SJ PI c•jy1PC z.0,3 0 5ZZ6% - FtT..12'j Po KZ. 12.2 B 2.IS4 T �Mv Zlgg KV' 017f.47 TOTAL 1 2. a _ Pt Z _ tiii Vn .I` a?� 'i"'�'"�.”' LOTH ON 7-1110 Pt t, -- -- ......_ Pr 38.32 M I"1 �I Ai Q _.._.. .. _FIT_- _.._..... TOTAL APs Pt P� n KLtt,n. 1 *Pt -for- LATH FIT Ps Pv O ., •..--....._ TOTAL ---•— Pn T. LOTH ri PI ....—_.—_ 4 _._......�._ ti FIT __ P• Pr p TOTAL _ . Pt ...... P. n ..�. �. LATH P1__ PI r.� ti --Ps F11 Pv 0 ,.....� TOTAL P1P11 .... ..-....r ,.... LOTH Pt Pt aerMigemmee NIMIli. ftT Pi Pr • . _� .._..•••••.- TOTAL M .. ....�.�.. —__ __-....... ... LGTHPt ............. _..�. _......._.. __..... Pc ..,.. _._. -....� a fIT Po Pr 0 TOTAL PI Pn �� _ ----- HYDRAULIC CALCULATIONS - I;6 t JOB NAMES LLE t ear..a. JOB NUMBER 12- LOCATION: P1." BY 2:1__- __ - DATE R` it: q1- 1.- 4.1OF 7 L4.1 43 Z07244.............__ SHEET. :17-() .'3j(+A . Avec..... K -•SsD IN 60M E LOCATION F IN GPM Pin SIZE RIPE FITTINGS & DEVICES N eau:v. PIPEF FRICTION LENGTH PSEFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Lalli Pt 1,00 PI (.- ► ),c av7 p ~' rrt P* Pv 1, 104 0156 --- Stp s 4S P 1 0 19.8) .. TOTAL • D • F1-- 7 Pn _ LGTH P\....!A "? pt a 1 S', 3G FIT _a el Pv __ 2+�g it�i SSP?...So 23 10°4 TOTAL 6 Pi k,31 Pn Pf S LOTH PI g , 78 PI 14 , C PA Po M (,i�� ,f SSP3 0 46,@6 TOTAL 1 I A�A 3 • l7 Pn [� 16.Fp LOTH .,P1 P1 1 j. 7 O Pt �._. Z OHO 3 _ _ _ — FIT--_.--- _ Py 1lQSZ 7�? �p .� - r/ 5514 O 66• qt TOTAL Pr 2.. 01 An t 3 T �rt LCTII .7 PI �_ Q 7i 1 S-15- .r _ FIT ( ....1.4.17.0 Pa Pv 1, 451 1,451 "I? 0" F it,ti �'i��7i r s$Tr 0 DV A4 D St r _ TOTAL1.S•$ Pf {?. ty Pn /7 cps LOTH Pt 2c/.! .A.-t- a► __ .— M 4 FIT __ r let .. �l n 0 TutAl PI Pn r ------- "fi_.. ._...... _- w �....,..� _. ••• Q _--*Zcr _ - -- ..1 Pu Pv O TOTAL PI Pn T LGTlt cj , y_� PI_%r (_a PI r Lille,* 2O7-. Q __ _ "I- 7�/ ��^^ ,Py Pv .5 T p 3 Cs? 3 0 i 4. $7 1. 104 .— -. MFIt __ tis? _ TOTAL 10.7 . P �,C+[� ~PI . 6.3 Pn LGTH �_ PI = J. t G3 PI1< Q FIT Pe Pv _ S, 3 $ 4TAL 9 A LOTH S", 1, •••••• , 0 ii - •---.-.�. ;nc+k2o2 p r .T. FIT 6.2 Po !� rod - a,56% -%...._.� — S,sP Z 0 14.87 TOTAL 1 1:.z , 1. P� LGTH_. 7A.11.__ PI _.. Q FIT Pr P...---_--� r •' S. 34-^-^`-- PI . —...... - ..... _ r ...-. � Z O� GI' LOTH ,.�,_ !'!... ? v O _.«. n 4FIT ..,.. ___._ ' ) IN • o Sia 6 ..._ ss P! o 14.87 1.1 o4_ _...., TOTAL 14.L. . ^.P� PI „el_ Pn TN B PI p 15-, GO FI � ..'"/. Pv - (‘,:s^, 34 <----•— 21%I ..,.._... SSPL 0 7-1.$7 )1104 TOTAL 4.7. , P, , o's Pn 10 Fps LOTH PI Pt R , 7 3 FIT y : 3 !""_ P.- Pv C. $ " _ Y So& _ 0.17 Ss P 3w 4740 Pt '' dog �--- TOTAL t , 7 7 PI _I % 'F,pS IaTK Pt 1Z 3 PI 19.97____._....._ s t 1- 1- FIT 6 Z. ....f 71; Pv r: S''. i.2. •••••••••••••••••=1*.* 1.4 , , 2 5-41 Ss P4 0 6 .% , S 7 TOTAL I . • I P1 7 Pn ? fps LOTH _.0 ,__% ►'t 1'•+,'/o PI r Q �...... FIT Pr . _.... -� Pv __.�...__.._ 1� 17 or ��' 0 TOTAL iv— hn IR ON • JOB NAME LOCATION:2 HYDRAULIC CALCULATIONS pTl S E I~E V A A_ JOB NUMBER_ BY fr M .13S Ftaor DATE SHEET . 4z -- ____...•wr'r 2 2.1.4. G: I1 o .13/3000 •L __11...."1: OF 7 .-S •62. FPJCrt(N-'� LOBS PSVFOOT _1, �•• NozzLL lOENT i LOCATION FLOW IN GPM �� SIZE PIPE FITTINGS d OEVICE$ EOUtV. PIPE LENGTH LOTri c I_ PRERE 8�MMA�Y Pt -1 i v O NORMAL phE35uRE NOTES I..tne$0 A I,lo�{ - __ k''T` - P �^ .7 p1� Lo-F'PS---' IC: s; 37 4 r, 44 1) Flt �,7 ,OCtC Pv SSP t 0 14.6'7 _ TOTAL1 q,2_ 1, 1 IN b Pn I - 4 1 S . 34 , 1, t v4 . 14. ... . - FlT TOi'At. _ .._ rPt P. Pv 5S P L .JLOTri o 10. Z , z.17‘ PI 1, t� ' Pn 1'-7 9 1• to4_. 14 S7 1.687 �. {i �7 --......, LOTH _ �_.. .._. FIT_' Pt "t • 7 S . Pt bps 1 P �� $P• �J�. 1 o % (12______, (Q �� o 66 t C....�1, Z1,Z1 TOTAL 6. Pt 7... h PA_ ---- ....._- LGTM ..: . - _ _ .TOTAL �.. .. WIN1. __.... .. FT , 7 1 ( PI , ' , Z. Pt . _ 1 v Cps 3 _Pe Pv ss P` Pt Z .00 Pn .20C.4 Pt 1 !} . L Pt r t 7'PS PA Pr - 55 P S . 0 !� �. I'% ._______Z `o ZZ. 37 TOTAL I t ,LO Pn LOTH 4 ` 1 ....Pt Pt _AS s 0_4 2 Pv . � 0 � PI AT -- rn ! .'` i 'I',3 °IT_ __to l TOTAL I al .1 t'" / S S P b �At 0 ) 1 0 . S^T .�.__ inn tihtt;'4Z02 Q lit .6I 2.1S�r--er LG•S % zit s -j Pt ZO _I� PQ °t j6-- 1.77.05'r bT pS FIT---.IZ,.. TOTAL f •2 . i Pt R WI- _ Q 1 81, i S PI . 1 h Pn o y LOTH Pt "�.t. ''i;3 Pi , 1L.:- 38.75" t.1AJC . __r _ re, .p Pv MA;h o _ TOTAL---^ .Pf-.. . Pn TOM- — _fit ..Pi—__---=-, _FIT • _ • loPI TOTAL LGTH Pa Pv FA 0 _.. PI Pn �.. —......._.- _ Pt Pt FIT -- TOTAL P. Pv 1 0 Pt Pn LOTH pt Pt Pt f IT N TOTAL PI Pa �� LOTH PIPt FII TOTAL Mt --.._..... Q 4 LOTH Pt Pt PIT — VIAL _ Pe Pv ... PI Pm 4 LOTH Pt PI FIT Pe _— •o PI ...., _w Pv - TOTAL Pn ,.-_.�._.. 0 ._,... LGTH Pt PI F1Tw�, Pt Pv o --s IOTAI Pt ors....Prt LUTH MPt FIT Pe Pv TOTAL Pt .. - -..-. -' - fn— _. 0 JOB NAME LOCATION:2 HYDRAULIC CALCULATIONS ESS_V A-t-oi ._ _ JOB NUMBER 11 BY t'l IA -13‘3 C r. k _ _ _ DATE SHEET.., IV-4' 4? __.___l i M C: 110 - 0 I, ?or 6 of . 7 ;13/ 3000 - t 2 NOZZLE EOENT & LOCATION FLOW IN GPM PIPE SIZE M E EQLMV. FITTINGS PIPE & WOES . LEI+I0TN FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORIIIAL PRESSURE moms 1-"m 447-1 q 1 t LGTH P1 '7' to V Pe Pt S'Fp• 5 10.Pps KL I NL• ' `13� PIT py Ts • I Q 4 8 7 TOTAL 4 1. o S A 6 z.16 3 ,? P PI 7, 7 P1 4 h (D4 LOTH r% . q Rt, 6 .1-___ 4 Pr S S p2 ,14.%214 0 3c. 1 1 r.._._T TOTAL t , 1 Pt , 0 Pn + LGTH Pi IC), 0PI Pe FIT Pr Q TOTAL Pt PA ' • -. ___ ^— _ P•t Pe PI ... - — Pv - ----w p TOTAL Pn __ i.JnPZD�' q ,04—ae. LGTH 1-• , . �'^ ,°1A3 Pt O . PI ~6 fps - _ YotA�Sz� Nr ssP 0 14, ga _Ptl_. ..., Q 17, 3 1 1.16 4 LGTH . 2740 P140.40 ..Pe Pt Y' 5 37 II 'Fp$ (5t+r. 0 I) FiT A' ` SS p2 7 .71 Pn q 1 1,4 7�` '1 ).4L-z. LOTH , 1660 Pt 13.1 P� - .. N 2..17. P i Crep5 . _ ... _ - — 'T -- TOTAL IA + i '� SSP$ 0 5.3 0 'I __ -r Pn 0 7i ! Z I.4Sz LGTH Z . 1 { • 3°4( E P:.i. ._4 C , N� fit _�_ _._. — {/�. I / FPS 1 fIT '1A $jig 0 741%0 , _ Tout. 9•. S'— ' C•t ;? - e 1 Pn L1a' zoi a 40 . o3 1.667 LGTH ' , 37_ (4 PI 11 ,?`7 P1 e I 4 16 QS ,I K ZT Sti L I NS. �-- _ I_.a._ _- TOTAL 10.% pp h /� Q 1 �`t. B� _ .-• PI �K Pn q LGi H PI.1 s..tit-. At PI ,1•I TOTAL _.. Pr ___.,.^_ Mai,* —_ a ---- PI Pn LGTH w Pt Pt .........._.. 0TOTAL Pt • 1_Pn � L4.-611210 q �._ 1,G 44 . LGTH 3 ---..._.. p a_ .04 M _... _. �.....___ FIT • 7 —Pn ss Pt o 46. qo TOTALPt Z .635 1 10114 3.4.. _ F'!.1ia 1 FIT 34 .2- , o01 1 Pe .. PI , ,�p'� - i ,/ �� p YL+IV �- J I'" _._.._..._ .« Pn P1 ICG ~ 0 it-410 TOTAL?0 . t- Pt , v 6 PI—CM— q - ..--. LGTH FIT–.._... Pe Pr Q .... Pt TOTALTAL ...,.,.._...--.__..- _J T____.._''.....“,.19- frI .._--- ---_..._Ar_w--'-..1T---.“ PA .....'-...- ..- 6 _._.._...._....� ........ FIT PO Pv TOTAL . Pt• P1 Pn ._.......-....... Pt .. 0 _LGTH fIT..._. _.... _, Pe p Q 4 TOTAL PI Pin..,......-.-- IATRIOT JOB NAME LOCATION: HYDRAULIC CALCULATIONS oil 5 EL. E uR p g JOB NUMBER1.. 2.'C BY M f t r — VA Fis2Qf . DATE._) SHEET I' 4-,q2. _ M a t'f 7 OF 7 _ Kew i LOCATION FLOW IN GPM PIPE BILE RIPE SPDI771VNGt3$ EQUIV. PIPE EN3TH FRICTION LOSS PSUPOOT PRESSURE S41MIJARY NORMAL PRESSURE NOTESIDET MfD11v► fT 41:5g1\-- WTH . OG Cy qPt M1 7.1. F PI '1 .s 4 .Fp �..--- FIT TOSAL xf Ps • h P1� �_tt ��Vy.ZfIS �-7 /� f O 1 C3 L'll Pn U I $S'.39 .3' ... ._....._.FIT LGTH - - - `Ox+;C PI 'j-°, , 4 I Pt 14 r s�+8.32- s4 . P. Pv 074A ycL 0 3b 1i.8D TOTAL P1 . . Pn 4 9 1,12 -LOTH----- 4.3S�— ------- _. - PIT TOTAL 44 oq�7 II L L.4 7- Po Pi K.- I • t • py '� 207 0 Z. Pt7 Pn o 19 O. SI 4.1Q____. `01H 0/SI , t 0-7 q P, Z 4r I PI e7 ‘C I. �iT/j�,� it Pp K .; 't'•. SG 16T- __ ___ ._ ..�.. FIT ._ TOTAL.{5. . . Pe Pv -M-.. ¢n PI ZcL�? 3 Q 2.. J� 4,4 PI . �i 3 f'I ZA ; Q_iO 122 �j'q 4.V? LOTH 2 2- FIT � 5' ' �ie P. Pv 7%4.tS TOTAL Z '..(s PI 0: Pn 4 0 wit.r 6.3x7 L01H 01 70 PI r2,5 0 PI � � PIT Tout. :i,5_ Pe Pr RV Pt P„ • 0 2$.�6 "'357 LOTH • o I Piz Pt ZL() F`. 'PI _ !.L........... Pr K+ $ .3$ S'ps gfas FIT * 210 0 793.'33 TOTAL. `i Pn c.ss, ij 6GT H Z q 0 FtT G4.7 . 07 t> ` p,....„:21.._ 11 /'e Pt 7 .(•4 P! i .33 H°SE 84 8'33 5 I AicV . TOTAL 35-4.7 LOEIH 4,e1Pt Pn ,..5•. 03 �, •� " fp SV. T R V 0 86% L TQTAlC70 1.13 pi i !, Pt 6`..1 S P1 Pn o LOTH 1't Pn FIT qtr. 0 •�—•..-._�..._._ TOTAL o L.n�... _._..- ___.._..._._ . _-•__ _ _ _--�— .._......--_--=.....-.-- FIT P• . ... Pv .... . • 0 TOTAL M..._ Pn 4 LOTH. Pt P.-------•- Pt _..._ _PLT -......, TOTAL - - -- Pv O Pt Pn .._.........« ._ LOTH PtPt _ FIT ~---- Pt Pv Pv Q TOTAL P1 Pn LATH Pt Pt Pv PIT -- • P. O TOTAL Pt Pn ti LOIN Pt Pt . ....._.... y PIT •— .. ,., -- TOTAL. Y, LOTH -f' ...... -.. .T. PI Prt -9 Pt P1 ..- — P. _..__. ...... ....... Pv 1) � ...�...,.�- O ` TOTAL ..........—..._...........141 1t/trz71 11:tr ;b LM07tt617Ab rH 1 R 1 U 1 r 1151 11Yl, r.. l 2004-A 48th AVENUE CT. TACOMA, WA 98424 FAX (206) 922.6150 TEL (206) 926-2220 FAX COVER SHEET DATE .1.44%.7/ 9/ Reci nt`S Fax Nn. -• lat-- TO TlJfc►.ui�. A ��RE o�P ATTENTION 014 VW FROM c- g1 DO x// NUMBER OF PAGES 9 INCLUDING COVER SHEET Please Note: If you do not;. receive the pages indicated above please call our °Lace ce COMMENTS: R /,; 'p My/x 6 AILcS._ „tKD{y�t1¢ rJo. 9 i tile_ se ca.i • - EPAr?7'i�1EN1' and "! v is - 4O/ SPOKANE. WA OFFCE FAX (509) 926-3700 VANCOUVER, WA OFFICE FAX (206) 574.2938 1 G/ L! - 7 1 1 1• G O A GCI07t401.)V IATREOT REPROTE N r M i ll l V I r 1 R C 1 11 1. r ..C� HYDRAULIC DESIGN INFORMATION SHEET NAME�4�i r 691i' l 2( LOCATION = i . • g aulLDING - 82 c3. t_.... CONTRACTOR !err CALCULATED BY CONSTRUCTION: IZj COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY QUI/ s DATEr�ir,_.• i .V - SYSTEM N0. CONTRACT NO. 11. 047. DRAWING NO. 3 CEILING HEIGHT AX' FT, 0 NFPA 13: 0 LT. HAZ, 0 NFPA 231 NFPA 231C: fa OTHER (Specify) ti"7' 1 000 (l SPECIFIC RULING MADE BY ORD. HAZ. GP. ( 1 0 2 0 3 .0 EX, HAZ, FIGURE ; CURVE DATE , AREA OF SPRINKLER OPERATION DENSITY ragWET In AREA PER SPRINKLER ✓ARI 'f: HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE DRY • DELUGE PRE -ACTION MAKE MODEL SIZE I,y *FACTOR _.,.46.4.:Pr• ,_— TEMPERATURE CALCULATION SUMMARY GPM REQUIRED to 4 tie! PSI REOUiRED id .... AT BASE OF RISER "C" FACTOR USED: OVERHEAD_ 12 o UNDERGROUND l+6 WATER FLori Tax DATE&TIME tZ, STATIC PSI u RESIDUAL PSI _9* GPM FLOWING - VA.° ELEVATION PUMP DATA RATED CAPACIT AT PSI ELEVAJ.IfN CAPACITY ELEVATION - -, IL OOF FLOW_ WEL .. GPM i.00AT ION lK J'.64 i S2.1_,_ rot kJ, A. A SOURCE OF INFORMATION fit[ _AA w Q x COMMODITY CLASS LOCATION STORAGE HEIGHT AREA w AISLE WIDTH STORAGE METHOD: SOLID PILED - % PALLETIZED. -.__._.-._r,. % K O SINGLE ROW 0 CONVENTIONAL PALLET O DOUBLE ROW. 0 SLAVE PALLET O MULTIPLE ROW ATIC STORAGE 0 ENCAPSULATED SOLID SHELVING 0 NON• 0 OPEN ENCAPSULATED E SPACI G4NTVCHES TRANSVERSE IZONTAL BARRIERS PROVIDED EARA :•u • P.FST.-Ac • N FT. - IN. 1./.:! 7l 11, 4'0 CONTRACT NO.....� ; L19476LG 11G 0 1 .t,.. .. ,r%+ ^."1 I rHIK1U1 h1Kt INL P.03 System Na...._........ _ . ..... 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Co. 2 , JOS SY NUMBER //- 0 gib, 2 Nb T �. 6 � t_ ad 7 P 4Y9 . TYP/G „ b Qi es. DATE SHEET,...,. PRESSURE SuMMARY /2i-/..2--319/ _ OF .....4... NOTES 4.... FLOW IN GPM PIPE SITE FRICTION L01;� P$VFOOT NORMAL PRESSURE �.., PIPE FITTINGS 4 DEVICES EOUIV, PIPE NGT LENGTH I? fP 1.04-� LOTH , 0%S P t 7 , U 4 Pt II a 41 pat Pe w leggD r...0 -.....----+- L. , I RO l , B7 9 , TOTAL Ip--- Pf_- - + Pn LOTH 'q`Sr " N= 5, 4-5 FIT Pe Pv 41-, % % - 9_ q- TOTAL Pf Pn k'=, .E . # MAX' $ 6.71 (cPS�w T PIT 5 LOTH Pe Pv Pt $, xd Pt FIT 1 Pe Pv -- ZN� a � Q TOTAL Pf Pn G 4 - .. LATH Pt P. Pt` FIT Pv ---^�-----•- O TOTAL Pt Pn - LOTH Pt Pt PIT Pe Pv ,- 0 TOTAL Pt Pn -� LOTH Pt PI FIT Pa Pv TOTAL PI Pn LOTH Pt Pt FIT Pe Pv 0 TOTAL P1 Pn q LOTH Pt Pt FIT Pe Pv �,�, , — 0 0 Al. .�. _. Pt Pn �_, q LATH Pt Pt , PtT Pe Pv 0 TOTAL Pt Pn „... LOTH Pt Pt r ----. FIT Pe ( Pr O TOTAL Pt Pn LOTH Pt _ Pt � FIT Pe Pv , - ----- O TOTAL LOTH Pt Pn Pt Pt FIT Pe IN *9 TOTAL PI - Pn LGTH Pt P1 —_SPIT Pe Pr O TOTAL Pt Pn �.. LOTH Pt Pt 4 .� PIT Pe ----P7,-- vO O TOTAL—T PI Pn LOTH Pt Pt ..w PIT P a Pv LOCATION FLOM PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS 1 l3 / 3000 /ta 1 -/NIS LINE 1.0 7.00 Kr 5.62 2ND /C. d p coli 1 13 E 2.0 0.06 F. 0.1 8-1 14.87 1.049 3.0 0.0752 0.23 CR 120 0.00 LINE 14.87 1.380 8.0 7.28 0.00 0.0 0.00 8.0 0.0198 0.16 14.87 8-2 29.74 1.380 6.0 7.44 5.45 0.0 0.00 6.0 0.0713 0,43 6.0 7.07 5.45 15,29 0.0 0.00 8-3 45.02 1.360 6.0 0.1536 0.92 6.0 8.79 5.45 16.16 0.0 0.00 8-4 61.18 1.752 6.0 0,0847 0.51 6.0 9.30 5.45 16.62 0.0 0.00 6-5 77.80 1.752 6.0 0.1321 0.79 6.0 10.09 5.45 17.31 0.0 0.00 6.6 95.11 1.752 6.0 0.1916 1.15 10.27 6-7 113.39 1.752 6.0 11.24 5.45 0.0 0.00 6.0 0.2652 1.59 19.52 6-6 132.91 2.067 1.8 12,83 5.45 1 10.0 0.00 11.8 0.1590 1.88 RNT 132.91 14.71 K• 34.66 M/jx#muM VeLcGIT"y IS 16,01- F . c.+07..404Jv LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE !FT PRESS LINE 1,0 7.00 K+ 5.62 4 1 E 2.0 0.19 FT. 0.5 8-1 14.87 1.049 3.0 0.0152 0.23 C• 120 0.00 LINE 14.87 2.067 8.0 7.42 0,00 0.0 0.00 8.0 0.0028 0.02 8.0 1.44 5,45 14,87 0.0 0,00 8-2 29,74 2,227 8.0 0.0069 0.06 8.0 7.50 5,45 14.92 0.0 0.00 6-3 44.66 2,227 8.0 0.0147 0.12 8.0 1.62 5.45 15.04 0.0 0,00 8.4 59.70 2,227 8.0 0.0252 0.20 8.0 7.82 5.45 15.24 0.0 0.00 8-5 74,94 2,227 8.0 0,0383 0.31 8.0 8.12 5.45 15.53 0.0 0.00 8.6 90.48 2.227 8.0 0.0543 0.43 15,94 S-7 106.42 2.227 8.0 8.56 5.45 0.0 0.00 8.0 0.0733 0.59 16.48 8-8 122.90 2.227 8.0 9.1S 5.45 0.0 0.00 8.0 0.0957 0.77 17.16 $-9 140.06 2.227 8.0 9.91 5,45 0.0 0.00 8.0 0.1219 0,98 17.98 9-10 158.04 2.227 8,0 10.89 5.45 0.0 0.00 8.0 0,1524 1,22 6.2 12.11 5,45 18.96 T 10.0 0.00 6-11 177.01 2.067 16.2 0.2702 4.38 LINE 1.0 16.48 Ka 34.66 8 13 140.72 7 19.2 0.00 ANT 317.72 2.635 20.2 0.2445 4.94 21.42 K• 60,65 MAIN 317.72 MAXJMoM VE4041"ry ►S /9.7 FP rnI, ui r1Kt 1144 r.tat ,12/3004 1-11\nS N D FLaOg 3/6 1 G L f 71 l l• .J 1 Q L 0 0 7 L L O 1 J V LOCATION FUN PIPE FITTS LENS LOSS TOT NOTES 812E /FT PRESS LINE 1.0 7.71 K• 5,6? 12 E 2.0 0.22 FT: 0.5 6-1 15.60 1.049 3.0 0.0822 0.25 Ca 120 10.0 8.17 0.00 0.00 0.0 0.00 LINE 15,60 2,067 10,0 0,0030 0,03 10.0 8.20 5,45 15.60 0,0 0,00 6.2 31.21 2.067 10,0 0.0109 0.11 10.0 0.31 5.45 15.71 0.0 0.00 8.3 46.91 2.227 10.0 0.0161 0.16 10,0 8.47 5.45 15,86 0.0 0,00 0-4 62.77 2.227 10.0 0.0276 0.20 10.0 0.74 5.45 16.12 0.0 0.00 6-5 78.89 2.221 10.0 0.0421 0.42 10.0 9.17 5.45 16.50 0,0 0.00 6-6 95.39 2.221 10.0 0.0599 0.60 17.03 6-7 112,42 2.227 10.0 9.76 5,45 0.0 0.00 10.0 0.0012 0,81 17.72 6.8 130.14 2.227 10.0 10.58 5.45 0,0 0,00 10.0 0,1064 1,06 2.2 11,64 5.45 18.59 T 10.0 0.00 8-9 148.74 2.067 12.2 0.1959 2.39 14.03 K• 39.71 RNT 148.74 MAX/ri VM V CLOG r7"/ 1S 11-, 2 .- FTs, f 11 1 n l V I f 11\L 1 1\4 f• V .13/3470c 2.N17 P1-00,4 4-/4 LOCATION FLON PIPE FITTS LENS LOSS TOT MOTES SIZE /FT PRESS LINE 112 1.0 1.71 Ka 5.62 7 2.0 0.16 FT' 0.4 8-1 15.60 1.049 3,0 0.0822 0.25 C• 120 0,00 LINE 15.60 1.610 8.0 8.12 0,00 0,0 0.00 8.0 0.0102 0.08 8.0 8.20 5.45 15.60 0.0 0.00 8-2 31,20 1.752 8.0 0.0244 0.20 4.0 8.39 5.45 15.79 0.0 0.00 8-1 46.99 1.752 4.0 0.0520 0.21 8.0 8.60 5.45 15.98 0,0 0.00 8-4 62.98 1.752 8,0 0,0894 0.71 16.63 6-5 79.61 1.752 10.0 9.32 5.45 0.0 0.00 10.0 0.1319 1.39 10.0 10,69 5.45 1732 0.0 0.00 8-6 97.43 1.152 10.0 0.2003 2.00 7,8 12.70 5.45 19.42 1 10.0 0.00 8-7 116.85 2.067 17.8 0.1233 2.23 5/9 OF 0.8 14.93 Ks 22.06 LINE 12 85.23 1 19,2 0.00 RNT 202.09 2,635 20.0 0.1059 2.11 17.04 K■ 48,96 MAIN 202.09 /119X/MUM VfGO<,Tr /S /z.97 Fes. ►3/3c> 0 4/Ns. 'Z.. /►/1 P Le.s i 5/G LOCATION fLON PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS LINE 1 6 13 317.72 6.357 2.0 21.42 K• 60,65 0.0 0.00 fT• 2.0 0.0034 0.01 C. 120 HOSE 75.00 CAB. 392.72 6.357 10.0 21.43 0.00 0.0 0.00 75 HOSE 10.0 0.0050 0.05 108.0 21.48 K+ 48.96 LINE 226.89 112E 69.0 0.87 ELEV 2.0 G 2 6 12 619.61 6.357 177.0 0.0115 2.04 21.0 24.38 0.00 8' 0.00 ALV/SV 37.0 9,09 ELEV 21.0 MAIN 619.61 8.249 58.0 0.0032 0.19 140.0 33,67 RISER 75.00 TtEi2EE, 94.0 8.00 AOCVA BASE 694.61 8.270 SV 234.0 0.0030 0.70 Cm 140 360.0 42.36 12' 600.00 T/6V 88.0 0.00 600 HOSE MAIN 1294.61 12.340 448.0 0.0013 0.60 C. 140 42.96 CITY SUPPLY 1294.61 Ml)C/MuM veLoc,,ry rti,s M1% 1 11ae ,,y ,l3/3OaG MA/ NS 3 .4 i fAr., Ia.7a fPs. 6/4 NAME Z ELLRR,Q//cM P!ATRIOT RE PROTECTION HYDRAULIC DESIGN INFORMATION SHEET LOCATION /A/TER uR13AN BUILDING BLDG . 9 CONTRACTOR P.4YR/bT AVE. s. S. /334'o DATE TL111.0/LEI CALCULATED BY C -..",/e-7- D 4X E7 CONSTRUCTION: 21 COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY OtG/G,E SYSTEM NO Z /V D /=LGo.e CONTRACT NO 11- 0/87 DRAWING NO 3 CEILING HEIGHT 22.1 FT. C D I SYSTEM DESIGN I zn ❑ NFPA ❑ NFPA g OTHER ❑ SPECIFIC 13: ❑ LT. HAZ. ORD. HAZ. 231 ❑ NFPA 231C: FIGURE (Specify) . / 3/ 3 000 GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. ; CURVE RULING MADE BY DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 3006 $) WET ❑ DRY SYSTEM TYPE • / 3 ❑ DELUGE E PRE -ACTION VAR/EC MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE /50 RF -I -/)94L-0 MODEL f� 4•00 g/Z- K -FACTOR 6z __e RATING /4.5 n "'— GPM REQUIRED 4 9 f, (o/ PSI REQUIRED 33. G7 AT BASE OF RISER "C" FACTOR USED: OVERHEAD /2O UNDERGROUND 1+0 WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVO & TIME PSI FLOWING /a / 89 RATED CAPACITY AT PSI ELEVA ,10 CAPACITY /So ELEVATION PSI _91- S/4-0 WELL 'e` OOF FLOW GPM LOCATION SOURCE OF JAk/r.E'i't ieRAN At/E. . S . f /33RD. TUIrk) IL A INFORMATION WS- ? RA COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS -LOCATION HEIGHT AREA AISLE WIDTH METHOD: SOLID PILED % PALLETIZED % K cc ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ ' • ATIC STORAGE ❑ ENCAPSULATED ❑ DOUBLE ROW ❑ SLAVE PALLET • SOLID SHELVING ❑ NON - 0 MULTIPLE ROW E OPEN ENCAPSULATED LONGITUDINAL�IN FLUE SPACG-1N- NCHES CLEARANCE FROM TOP OF STORAGE TO CEILING i-"' TRANSVERSE FT. IN. IZONTAL BARRIERS PROVIDED r-- 7 U,(," LA, 1 -Ir;: DE7".Tr:tkf;;N'e . 1 r ,ec.Sc c4.: 5/5.,..n/ .n/ CONTRACT NO. • O to V \ tic 0- V ame-A••ress o Pro•ertA System Na___ _..______..____ Sheet___ 11' 1 i4' li;i-;'!-1i+-;t+' i',1 -1-111t1 1y.__•"- It ej - �;:'--t ` -- 7-,- ,- ---,-; 1.-4-'444+-4-':-1-1-1-1-i-1-1-4--1-7' T • r 1 N1j ; ! { .- ------- -T--"--1" . I 1 �.,.., !_ T,.r. i 1 - L-1-1 }{-r- _-, ...-I -,,•i, ,,jf i.ii., tti wi A• .11 .r, _ II t4Qi , • •i 4-41 • .-H_: � µ11 �r4 ‘i; 1 i { ,, .4.,-:,-r4+1-,-.- •--_-..-- . ,.,. ___ ..1..._ +_.:. —_ _, i4.._:_,.: f.. 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MEMO MIN �f111M M 11A1111MNwMwgw11 1 111!1 ,• 111=1111110211911 11 iMIN • tl 0 I I 0 00 0 I I 0 N ISd - 3tif1SS311d O' 0 rn PREPROTECTION ATRIOT JOB NAME LOCATION: HYDRAULIC CALCULATIONS Z/= - -ER6/4 k iLDG • 9 JOB NUMBER BY GoR //- 6 /87 Z AI r) rLoo.0 T D OX90, Ty191 c,9 I- b R n PS DATE SHEET /'=-f z / 9/ / OF 6 NOZZLE IDENT 3 LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ryPORO,. • Q /.04-1 LGTH • 07S Pt 7. O d Pt // Z ( j T FIT S Pe Pv /I'EAD a /4.87 TOTAL to Pf ,4-5 Pn , q LGTH pt 74-5. Pt k= S, 4-5 FIT Pe Pv LI d : a pr. $7 TOTAL Pf Pn Q�aP q /•04q til , 0 45'2- 5�5/ la 10 T FIT 5Pe TOTAL Pv OEA b 0 /C • 4.0 Pf .4% Pn Q LGTH Pt g. 20 Pt K= S .45 FIT Pe Pv LINE 0 /5. 6 0 TOTAL Pf Pn q LGTH Pt Pt 1 FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt r FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt 1 FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt , FIT PG Pv 0 TOTAL Pt Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv. 0 TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt ' , FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS LINE 1.0 7.00 K= 5.62 # 13 E 2.0 0.06 FT= 0.1 6-1 14.87 1.049 3.0 0.0752 0.23 C= 120 0.00 LINE 14.87 1.380 8.0 7.28 0.0 0.00 8.0 0.0198 0.16 0.00 14.87 S-2 29.74 1.380 6.0 7.44 0.0 0.00 6.0 0.0713 0.43 5.45 15.29 S-3 45.02 1.380 6.0 7.87 0.0 0.00 6.0 0.1536 0.92 5.45 16.16 S-4 61.18 1.752 6.0 8.79 5.45 0.0 0.00 6.0 0.0847 0.51 16.62 S-5 77.80 1.752 6.0 9.30 0.0 0.00 6.0 0.1321 0.79 5.45 6.0 10.09 5.45 17.31 0.0 0.00 6-6 95.11 1.752 6.0 0.1916 1.15 18.27 S-7 113.39 1.752 6.0 11.24 0.0 0.00 6.0 0.2652 1.59 5.45 19.52 S-8 132.91 2.067 1.8 12.83 T 10.0 0.00 11.8 0.1590 1.88 5.45 14.71 K= 34.66 RNT 132.91 , 13 / 3ooa L /Iv TS 2 it/D FLOCd Zi‘ LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES 1 ;// 3 O OG SIZE /FT PRESS L i h/ , S LINE 1.0 7.00 K= 5.62 Z N 0 F L o O e # 1 E 2.0 0.19 FT= 0.5 9-1 14.87 1.049 3.0 0.0752 0.23 C= 120 0.00 LINE 14.87 2.067 8.0 7.42 0.0 0.00 8.0 0.0028 0.02 0.00 8.0 7.44 14.87 0.0 0.00 5-2 29.74 2.227 8.0 0.0069 0.06 5.45 8.0 7.50 5.45 14.92 0.0 0.00 S-3 44.66 2.227 8.0 0.0147 0.12 15.04 S-4 59.70 2.227 8.0 7.62 0.0 0.00 8.0 0.0252 0.20 5.45 15.24 8-5 74.94 2.227 8.0 7.82 0.0 0.00 8.0 0.0383 0.31 5.45 15.53 S-6 90.48 2.227 8.0 8.12 5.45 0.0 0.00 8.0 0.0543 0.43 15.94 S-7 106.42 2.227 8.0 8.56 0.0 0.00 8.0 0.0733 0.59 5.45 16.48 S-8 122.90 2.227 8.0 9.15 0.0 0.00 8.0 0.0957 0.77 5.45 17.16 8-9 140.06 2.227 8.0 9.91 0.0 0.00 8.0 0.1219 0.98 5.45 17.98 8-10 158.04 2.227 8,0 10.89 5.45 0.0 0.00 8.0 0.1524 1.22 18.96 S-11 177.01 2.067 6.2 12.11 T 10.0 0.00 16.2 0.2702 4.38 5.45 LINE 1.0 16.48 K= 34.66 # 13 140.72 T 19.2 0.00 RNT 317.72 2.635 20.2 0.2445 4.94 21.42 K= 68.65 MAIN 317.72 3/6 LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS LINE 1.0 7.71 K= 5.62 1 2 E 2.0 0.22 FT= 0.5 6-1 15.60 1.049 3.0 0.0822 0.25 C= 120 0.00 LINE 15.60 2.067 10.0 8.17 0.0 0.00 10.0 0.0030 0.03 0.00 15.60 S-2 31.21 2.067 10.0 8.20 5.45 0.0 0.00 10.0 0.0109 0.11 10.0 8.31 5.45 15.71 0.0 0.00 5-3 46.91 2.227 10.0 0.0161 0.16 15.86 S-4 62.77 2.227 10.0 8.47 5.45 0.0 0.00 10.0 0.0276 0.28 16.12 S-5 78.89 2.227 10.0 8.74 5.45 0.0 0.00 10.0 0.0421 0.42 10.0 9.17 5.45 16.50 0.0 0.00 6-6 95.39 2.227 10.0 0.0599 0.60 17.03 S-7 112.42 2.227 10.0 9.76 0.0 0.00 10.0 0.0812 0.81 5.45 17.72 S-8 130.14 2.227 10.0 10.58 0.0 0.00 10.0 0.1064 1.06 5.45 18.59 S-9 148.74 2.067 2.2 11.64 5.45 T 10.0 0.00 12.2 0.1959 2.39 14.03 K= 39.71 RNT 148.74 3/3oac L i,u :_ 2.A/ID FLoo,e- ¢/G LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS LINE #12 S-1 15.60 1.049 1.0 7.71 K= 5.62 T 2.0 0.16 FT= 0.4 3.0 0.0822 0.25 C= 120 0.00 LINE 15.60 1.610 8.0 8.12 0.0 0.00 8.0 0.0102 0.08 0.00 15.60 S-2 31.20 1.752 8.0 8.20 0.0 0.00 8.0 0.0244 0.20 5.45 4.0 8.39 15.79 0.0 0.00 6-3 46.99 1.752 4.0 0.0520 0.21 5.45 8.0 8.60 5.45 15.98 0.0 0.00 S-4 62.98 1.752 8.0 0.0894 0.71 16.63 S-5 79.61 1.752 10.0 9.32 0.0 0.00 10.0 0.1379 1.38 5.45 10.0 10.69 17.82 0.0 0.00 S-6 97.43 1.752 10.0 0.2003 2.00 5.45 7.8 12.70 19.42 T 10.0 0.00 6-7 116.85 2.067 17.8 0.1253 2.23 5.45 5/9 OF 0.8 14.93 K= 22.06 LINE #2 85.23 T 19.2 0.00 RNT 202.09 2.635 20.0 0.1059 2.11 17.04 K= 48.96 MAIN 202.09 l3/ 3oao L/AiEc 2 A/i / LDa/C S/l LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES , / 3/ 3 O !, SIZE /FT PRESS LINE 1 & 13 317.72 6.357 2.0 21.42 K= 68.65 0.0 0.00 FT= 2.0 0.0034 0.01 C= 120 HOSE 75.00 CAB. 392.72 6.357 10.0 21.43 0.00 0.0 0.00 75 HOSE 10.0 0.0050 0.05 100.0 21.48 K= 48.96 LINE 226.89 T/2E 69.0 0.87 ELEV 2.0 2 & 12 619.61 6.357 177.0 0.0115 2.04 21.0 24.38 0.00 8' 0.00 ALV/GV 37.0 9.09 ELEV 21.0 MAIN 619.61 8.249 58.0 0.0032 0.19 140.0 33.67 RISER 75.00 T,E,2EE, 94.0 8.00 DDCVA BASE 694.61 8.270 6V 234.0 0.0030 0.70 C= 140 360.0 42.36 12' 600.00 T/6V 88.0 0.00 600 HOSE MAIN 1294.61 12.340 448.0 0.0013 0.60 C= 140 42.96 CITY SUPPLY 1294.61 Mb/ ALS '1G { [,//,\ L. �L) Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is 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 void this acceptance and will require a resubmittal of revised drawings for subsequent approval. 7 c n/ T a 4 0 141 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I Date: a/7/9g By: , kS7Y L /`/4 i/vri4/ c 54? 4e Pe i, 'YAM- / 3 0 as efA 44) Fec7- opr-- ‘400/IS '17.91c, it 66/ 0 I'9 tot coo 5`0 0 _ o O -o ,1 1>) + 1 1 i_ L I AF• (9, Is, Iv 1UKWILA FIRE .,EPART;JIEN1 Please call: 575-4407 and give this job No. 98- -#530,1 and exact address for shut- down or restoration approval. /3d* 1 N 5-0 Partial Fire Sprinkler Plan Scale: 1/8" = 1'-0" 0 Ay 1 Scope of Work' Add/Relocate pendent heads for tenant's new wall and ceiling plans, and add upright fire sprinkler protection to extended mezzanine and new stairwell. Demo sprinkler pipe beneath existing stairway to mezzanine. .ss'-'' �a - AREA OF WORK 4. ».D 4F •► 11110U1 (j!1'1M5NMa�M "AL iouwlwereq a Llell 11." b 441 / CertNu I� aPer,' IMS �N•NRi_ 0,44- action.Inc. pI_ Certificate Level U 1 General Notes: 1. = Existing pendent sprinkler head. 2. ��= Existing pendent sprinkler head to remain. 3. •P` = Added pendent sprinkler head. 4. •Q-= Relocated pendent sprinkler head. 5. 3ISE = New walls. 6. All screwed pipe to be XL, u.n.o. Key Plan NTS HANGER LEGEND I 15 /8' Cf --,K.,. EL.co 31," 1t -to SPRINKLER HEADS USED SYM MAKE. ORIFICE SIZE. TYPE & FINISH TEMP QTY •Q RELI ,LE "G R SSS VT 'L I %•O»J NS. O 'RE,LS%VEL E.G S94 V/Z- '/_ ' 15CL NS* (p REVISIONS MK DATE BY riLE CONTRACT WITH. SGA Corporation 6414 204th St SW, Suit Lynnwood, WA 98036 �� CONTRACTt Otis Elevator 13035 Gateway Drive, Suite Tukwila, WA 98188 Scott Smith Ph: 206-969-2051 Utl,, - 5 1998 n 0 ! a . . . -. /rrd —� D i 1 PATRIFP099CF 2707 70th AVENUE E IATR IOT TACOMA, WA 98424 928-92242290150 FIRE PROTECTION FAX (2 ; DESIGNER DATE JOB NUMBER Clint Carr Dec. 3, 1998 12-4230 The reto have been revi I • th City of Tuk 2,1 ;, lel FiDns or r . `,pis date :ill requ, Fin . inso( 1.11; deck: .,IL `..) held TUKWILA FIRE DEPARTMENE, Please call: 575.4407 and give this job No. S- C4, and exact address for shute down or restoration ap,)roval, DATE: 31/1/4 BY: 4f"157 CITY OF TUKWILA 575-4407 WAL .-S Tv F3E ) l�ks = ;D., (Zuo t -z NOTES >rrrrc.fz- -to vetsfr"f (LOON OIM1E1-)SfONS St Tr.— GO1+1DtTt0N4S. R�t,.OG .TE-. NfeP.O -r Eaa',0R-E.. P(2e f' cod (LAe-n>E-- - AiD EatAo tf tab pg-Mr7d-,57-1 FEB 2 8 1996 2 d 4T c4k/ y Do_ SPRINKLERS-- USED �� SPRINKLER ORIFICE SIZE. TOPE 6 FIM15M QUAN TEMP REVISIONS MK DATE BY PROJECT NAME: O fl4 e_t_E..vAio2. G--iA'TE #.`( coR-Po (Z E_ GE 2 1303 ; GIAtT� 'A - 9(Z vC..,. , tJA �c>v�q? d FIRE PROTECTION ATRIOT 2CC4 A 18th AVENUE CT. E TACOMA. WA 98424 (2061 929.229-0 Fax 922-61E0 DESIGNER DATE Da may- LISirLi I Z -�'� JOB NUMBER IZ-214' SCOPE OF WOE '<: 1. THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SIGNAL EXPANDER, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GE\ EAL OTES: 1, INSTALLATI❑N SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATI❑N OF ALL MILEST❑NE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE M❑NIT❑RED BY A U.L. LISTED M❑NIT❑RING STATI❑N BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 1'-0' MAX O'-4' MIN. 0'-4" MIN. oiaN ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR AIR DIFFUSER k 3'-0" MIN. SMOKE DETECTOR DETECTOR: LOCATED NO CLOSER THAN 4" FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECTOR. N❑TIFICATI❑N1 LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80" AND NOT GREATER THAN 96" FROM FINISHED FLOOR. CEILING PULL STATI❑N: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6" & NOT MORE THAN THAN 4'-6" ABOVE FINISHED FLOOR. 5'-0" MAX. FIRE FINISHED M FLOOR -N co LENS 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL L❑CATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS L❑CATI❑NS, 12. FIELD VERIFY ALL WIRING L❑CATI❑NS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT, AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FL❑❑R, 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS, 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR C❑GENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -OF -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE C❑NTINU❑US AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTI❑N BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FACP. FA16024 GATEWAY BECU SILENT KNIGHT 5496 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: SUITE 113 832 0.769 1.612 22.388 FSE 2 SUITE 113 Device Type Quantity Amps Total Amps Total H 14/2 N❑TIFICATI❑N FPLP 906' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIATOR FPLP Main System Board 1 0.04000 0.0400 0.16000 0.1600 0' NAC 1 1 0.00000 0.0000 0.76900 0.7690 ❑ NAC 2 1 0.00000 0.0000 0.94600 0.9460 14 AWG THWN NAC 3 0 0.00000 0.0000 0.00000 0.0000 0' NAC 4 0 0.00000 0.0000 0.00000 0.0000 Total Panel Loads: 0.040 Amps 1.875 Amps Standby Current Load: 0.040 Amps For 24 Hours = 0.960 Amp -hours Alarm Current Load: 1.875 Amps For 5 Minutes= 0.158 Amp -hours 20% Derating= 1.341 Amp -hours Total System Current Load: 1.341 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA16024 GATEWAY BECU Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 SUITE 113 832 0.769 1.612 22.388 FSE 2 SUITE 113 980 0.946 2.336 21.664 CALC_LATI-\S r SPACI\.� ETAILS r-1 SITE PLAN WIRE LEGEND SYMBOL DESCRIPTI❑N TOTAL FT A 16/2 CONVENTI❑NAL FPLR 0' B 16/2 C❑NVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 150' E 12/2 N❑TIFICATI❑N FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 N❑TIFICATI❑N FPLR 0' H 14/2 N❑TIFICATI❑N FPLP 906' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIATOR FPLP 0' K 14/2 POWER CIRCUIT 24VDC FPLR 0' L 14/2 POWER CIRCUIT 24VDC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' ❑ 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R SPARE 0' S SPARE 0' TO FACP FSE D®P 1-1 1-2 1-3 1-4 1-5 1-6 1-7 75cd 75cd 15cd 75cd 15cd 15cd 15cd /IM © • • 0 EOL ,158rmA .158mA .079mA .176mA .066mA ,066mA .066mA 2-1 2-2 2-3 ?-4 2-5 2-6 75cd 15cd 75cd 75cd 75cd 75cd EOL .1.76r1A .066riA .176mA .176mA .176mA .176mA 4 • 4 © 0 4 SIS 7IAGRA v DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E 5808 SILENT KNIGHT SELF CONTAINED CABINET FACP FSE FIRE SIGNAL EXPANDER 1 5496 SILENT KNIGHT SELF CONTAINED CABINET 0 WALL STROBE 2 SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING STROBE 4 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING DMI WALL HORN -STROBE 1 P2R SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING HORN -STROBE 6 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING ©P SMOKE DETECTOR 1 SD505-PHOTO FARENHYT IDP-6AB ---- BATTERY 2 WKAl2-7F WERKER FACP/FSE ENCLOSURE OFFICE Ls 1-6 ri 15cd H 1-5 15cd 0 QT RM 201 1 jLi OPEN OFFICE 202J DN ❑ 1-7 15cd E❑Ly--,( COPY CONFERENCE 1 216 1 1�1 E 15 OFFICE 15 CONFERENCE 212 2-2 15cd 0 1 217 1 2-1 M., 75cd 2-3 75cd 1-4 m 75cd 1-3 15cd BREAK RM 1 205 1 t 1-2 75cd 4/OMENS 206 MENS 1 2071 OPEN OFFICE 203 2-4 75cd (H. 2-6 ?S H 75cd 0 EOL 2-5 75cd FSE 1 D TO FACP ELE 1 208 1 5 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L0 0 TUKWILA FIRE DEPARTS` DIT Pie; SC caui . P06-.5754407 and give this fide e Permit No. and exact a r +" i+ ::+a for shut- down orstorr on approval, VV,71! Vol W merits ,,._ til,- ifald Per, i (.tier These plans have bee,- ;,;:::... ,•,. ;..; rle. Tukwila Fire Prevencim Faure{at, tcy,, cwrent City s.:arldards. Acceptance. :Jrois and oinksicns which do not 'j;,13ons cif.;adopted standards and oit nano:es, a i7 ;voN.,,;0111'ry for the a+; E'qualcy oi. drit.iign rests f'l,.',Cr' li Addition;, deletions or ',..eyisiory5r,; ,,:,r c corawings after this.; date void t"1s acceptarlr•:. : ''. .:'.' require a resubrnittai drawings :>r . 0 ,,, „i cent approval. Final acceptance:: !:.:yl..sbject to field test, ,3ndd inspection by The Tukwila Fire Prevention Bureau. Date: 4-1-1/0- i By: 51i 1 MOTHERS 1 210 1 FIRE ALARv PLA\ 0 8 16 SCALE 1/8"=l'-0" PAID APR -8 2016 TUKWILA FIRE,, 1 REVISIONS' CONTRACT WITH TITIAN ELECTRIC 12828 NORTHRUP WAY, #205 BELLEVUE, WA 98005 RICK BAILEY (206) 633-2811 PROJECT: GATEWAY 3ECU 13035 GATEWAY DR, #113 TUKWILA, WA 98168 PARCEL# 0004800015 DESIGNER' SCOTT JERKE DATE' 00/00/00 AHJ: TUKWILA JOB #1 FA16024 FA 1 OF 1 i HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: .15 GPM OVER 900 SQUARE FEET SYSTEM DEMAND AT BOR: 330.9 GPM AT 107.8 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) u 1 :215 RES ROOM,-,' °.-771 "O. 1 - 'O. • RESTROOAV N �M4) 7 I� \MS%V8��( SEE EXISTING RISE DETAIL -1 °I IJ U (E) LOADING DOCK ABBREVIATIONS AUX. HYD. MOST DEMANDING AREA: SYS# 1 DENSITY: .15 GPM OVER 900 SQUARE FEET MIN. SYSTEM DEMAND AT 80R: 328.3 GPM AT 101.3 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 2ND FLOOR SPRINKLER PLAN EXISTING PURUN -1 11 0 8 18 SCALE 1/8"=1'-0' EXISTING INSULATION IN SUBPURUNS EXISTING GLULAM BEAMS EXISTING BRANCH LINE WITH NEW QUICK RESPONSE UPRIGHT SPRINKLERS -NEW ACT CEIUNG EXISTING 8' CROSSMAIN NEW EXISTING ECOH CONCEALED SPRINKLERS ON NEW FLEXIBLE DROPS EXISTING 2ND FLOOR EXISTING LOW CEIUNG SPRINKLER BRANCHUNES PLUG EXISTING DROPS EXISTING 1ST FLOOR CEIUNG Y EXISTING 1ST S.O.G. BUILDING SECTION SYMBOL LEGEND NTS SYMBOL LEGEND II I I 0 011(1 5F2 S‘,DURLE WOOD JOIST- SAMMYSCREW WOOD GST -30 -- 3/8' ATR 416 SURGE RESTRAINER TOLCO FIG. 25 HANGER RING HANGER DETAIL 'SW' El 1ST FLOOR SPRINKLER PLAN NEW STRAP OUTLET ON EXISTING UNE 0 8 18 SCALE 1/8'=11-0' NEW r ARMOVER WITH 1.90°L L = 1(0-3) NIPPLE UNO NEW 1(1-0)DROP WITH 90°L NEW FM BRAIDED EASY FLEX LENGTH PB4 PLAN NEW CONCEALED SSP SPRINKLER FLEX DETAIL '3' EXISTING BRANCHUNE- NEW 1(1-0IDROP WITH 80°L `SEND NEW ARMOVER AND COUPUNG / WHERE INDICATED ON PLAN ,IH_I� ■ i'.IIIIIII♦1i°i::�A.PO V`��-.. NEW FM BRAICED EASY FLEX LENGTH PER PLAN NEW CONCEALED SSP SPRINKLER FLEX DETAIL '2' EXISTING BRANCHUNE� NEW 1(1-0)DROP WITH 901. NEW FM BRAIDED EASY FLEX LENGTH PER PLAN NEW CONCEALED SSP SPRINKLER FLEX DETAIL 1' IA1[1:1-.1t7.7 A5 I`Iti Per The U:ii'.' ;':.- - c.he.5z! [deans i 1 it/ z !leer, r evie',veJJ F' 1 k ,li%i i'lre ( ;;!Filo rl)C ";h : t rl (enis City , 1 . ti5sio lS which ' ., ()t 1oOpted I .,rd.: r+f; t /..r.;; Lc ;_ (i? , .fir the t Lyl +�l o d •otaliv 4°di,(+ T + Intl r. c 1Itims, fl°iE h,( .'i r)Vi;iIOn5 to ti -ds C1 I)3 viii;'.r r_ it,;: ;;c:cepza!Ice and .•...1.,'.;r'..: a r sul;rrn��al t.,,: 0; -,,,wings for sur1,!1=(:a is . +.pprowli ( E "incl acce.ptei r:r; );ect, to field test and losueciton by The Tukwila Fir :Prevention Bureau.. {1 Date: '3 -3 By' 8" CONTINUES TO 2ND FLOOR AREA OF WORK (ms)2 L r/v 5' TO BELOW MEZZANINE J EXISTING 0' ALARM VALVE AND NRS GATE VALVE WITH WALL P.I.V. BOR) mI TUKWILA R.DEPARTMENT Po I i :t;:�, c-.!1 "?Cr -575-44o �' and give th171 Peardt No. and K )::::i t a _ ' Y'r Shut (.y) or i l.��JV V11 `� :��15� approval. t t ..u� , ,it°�iMr:�l. EXISTING LOADING DOCK EXISTING RISER DETAIL 0 4 S SCALE 1/4'=1'-0" )303C 6 ;�� FITTER/LISTER NOTES 1. MAXIMUM ECOH SSP SPACING IS 20' BETWEEN SPRINKLERS OR 10' FROM WALLS, MINIMUM EC SPACING IS 8' BETWEEN SPRINKLERS OR 4" FROM WALLS. 2. ALL DROPS ARE TO BE PER FLEX DETAIL "1" WITH 60" EASYFLEX U.N.O. 3. ALL HANGERS ARE TO BE PER DETAIL "SW' U.N.O. 4. SEND 20 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 5. SFS IS TO FIELD EVALUATE THE EXISTING SEISMIC BRACING AND BRANCHLINE RESTRAINTS IN THE AREA OF WORK. SFS WILL UPGRADE THE SEISMIC BRACING AND RESTRAINT TO MEET CURRENT CODE. 6. ALL SPRINKLERS TO BE CENTERED IN 2 DIRECTION ONLY OF 2' x 4' TILES 7. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 8. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A. 795 OR BETTER PIPESCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER /PIPE CAPACITYSIZE INMDTXS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POUSHED 2,05 0.044 'A WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: HIGH PILED STORAGE NEW DESIGN CRITERIA: OFFICE - ORDINARY HAZARD 1 DENSITY = .15 GPM / 900 SQ FT (REMOTE AREA REDUCED 40% FOR QUICK RESPONSE SPRINKLERS IN CEILINGS LESS THAN 10' TALL) WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE `OFTEST ' DATA SUPPUED BY 140 PSI 20 PSI 7300 GPM GATEWAY DR NOV 2014 TUKWILA WATER ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 900 SQUARE FEET MIN. DEMAND AT BASE OF RISER 336.9 GPM AT 107.8 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 587.0 GPM AT 114.1 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) EX. RISER LOCATION 10111 200 FLOOR AREA OF WORK PIPE LEGEND FLEX LEGEND AFF BOB DOD BOJ BOP DOT OTB FO IFOW OFOW WS 0NO ABOVE FINISHED FLOOR B OTTOM OF BEAM BOTTOM OF DECK B OTTOM 00 JOST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SLIT FIELD ORDER INSIDE FACE OF WAll OUTSIDE FACE OF WNL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI I SR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG • S MT R P (E) NEW 1' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEE CUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE - - - - - - EXISTING SPRINKLER PIPE - --- - RELOCATED EXISTING PIPE RELOCATED EXISTING FLEX NEW FLEXDROP WALL LEGEND MAKE EASY TYPE FM -BRAID LEN 48" NIPPLE BRIG' SCRW QNV( SPRINKLER LEGEND SYM MANUFACTURER S.I. . N TYPE MODEL I sR'„"„r SPE -IMD" 1/2' ACT NA 4 EXISTING EASY FM -BRAID 72' 1/2" ACT NA UNCHANGED SSP CHR CHR 5.6K 1/2' 155° EASY FM -BRAID 48' 3/4" ACT NA 9 UNCHANGED SSU BRZ 5.6K 1/2' 155° EASY FM -BRAID 60' 3/4' ACT NA 22 EASY FM -BRAID 72" 3/4" ACT NA 8 EASY FM -BRAID 48" 3/4'x9" GWB TEK 4 NEW BRACKET LEGEND: O RELIABLE EXISTING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL NEW LOW WALL NEW SOFFIT WALL ACT = STANDARD OGSB BRACKET GWB = T -BAR, TBS ENDS, AND SBB CLAMP • RELIABLE $ RELIABLE RA3415 SSP CONC G5-56 BRZ WHTCVR 5.6K 1/2' 165° R4441 SSPCONC G4XL0 BRZ WHTCVR 11.2K 3/4' 185° 5 43 013822 SSU F1FR-LO BRZ - 8K 3/4" 155° 119 4'BAR = T -BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4'x1.5" TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°x1/2' = 90° NIPPLE 525' LONG 9"x1/2' = 9' LONG x 1/2' EXTENDED NIPPLE TOTAL NEW 187 REVISIONS 00.I DATE BY I REASON FOR REVISION # 11 -//. 11 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : TU�Ky�WypBL/// + RL CONTRACT WITH SWINERTON BUILDERS 14432 SE EASTGATE WAY SUITE 230 BELLEVUE, WA 98007 PROJECT MANAGER : OFFICE PHONE : CELL PHONE : EMAIL : SUPERINTENDENT: PHONE: EMAIL : STEVE GOFF 425-283-5183 425-766-6338 SGOFF@SWINERTON.COM CORY BAILEY 425-686-0215 C BA I LEY @S W I N E RTO N. CO M r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Jim Pommert 6749-0192-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T I U 03-21-16 jnature Date CERTIFICATE OF COMPETENCY STAMP 5 SMITH FIRE SYSTEMS, INC, 5 1106 54th AVE EAST TACOMA,WA 98424 F CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 926.2350 BECU GATEWAY SUITE 113 13035 GATEWAY DRIVE TUKWILA, WA 98168 DESIGNER PROJECT MGR DATE SHEET JOB NO. JOHN R LANE L. 3-21-16 1 OF 1 TI16023 :3, Q Without Comments As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance witi h curri.°nt City standards. A,cc pt src is subject to en -ors and omissions which do not.;uthori'z' i%idall^ns of adopted :;andards and ordinances. The responsibility for the oiKivacy of design i'E :gat s' totally with the designer, pitir�ns, del long -'evisions to these: dradvings after date will void til?S : ccepi:ance and Yvlll reciulre a f esubmittai of revises drawings for subsequent approval. na! acceptance is sulrl;^..c.: to field test and inspection by The Tukwila l=ire Prevention Bureau. Gate: /-2 I - 1 L( By:/_, 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 /lark and Detection Systems. Failure of test will result In a Re -inspection Fee and termination of the Wind 4 A -i / m i-, q40., t devices 40 Le ro.... 4 I . ? 44- e ch l 5 +k 4,-o i. . 12(+.0444 <-- . 0 • s r dt,,; q So,.c c.¢ : t a5 Awl% ol6 f r rh s aro( ct we be SVS kro6.c C4eot..s F.D. a c c e s s. �k Da.t-ems J4 rs 01( i ►s Oz. ©s. we' 'i,ty) T VILA I31) DY 3t qr..l L' t6ra.44-''.!. 2.36.-5! q5�-4,:O7 arid `da+t a this Fire is e 4 eri tl it No. LLI-f-olo and exact address for shut- down or restoration approval. FIRE ,SLA ■ CT I FIR WWW. SECU Kinyelectric.co m it YST DESIGNER OF RECORD JOB CONTACTS KIRBY ELECTRIC, INC. GENERAL PROJECT INFORMATION PAUL HOSKINS PAULH©KIRBYELECTRIC.COM DRAWING/DESIGN INFORMATION VITALY KALCHIK VITALY©KIRBYELECTRIC.COM TECHNICIAN SCHEDULING PAUL HOSKINS PAULH©KIRBYELECTRIC.COM FA3 DESIGNER OF RECORD SHEET INDEX KIRBY ELECTRIC, INC. PAGE: DESCRIPTION PHONE: 253-859-2000 FA COVER SHEET FA1 FIRE ALARM DETAIL FA2 BATTERY CALCULATIONS FA3 FIRE ALARM PLAN DESIGNER OF RECORD SHAWN LEHMAN KIRBY ELECTRIC, INC. 4826 B ST. NW SUITE 101 AUBURN, WA 98001 PHONE: 253-859-2000 FAX: 253-859-2363 NICET Fire Alarm Level III # 124064 FOR FIRE DEPARTMENT USE ONLY FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: SCALE: N.T.S. DATE: 12-27-13 DRAWN BY: BJ CHECKED BY: PH JOB NO.: SHEET n A B C D E NOTES: SMOKE DETECTOR 2 PULL STATION 9 3 WATER FLOW 4 TAMPERS 5 PIV 6 DUCT DETECTOR 9 A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER—LIMITING AND NON POWER—LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T—TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW—VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA LL1 PT PT .009 .010 ® IM ELECTRICAL ROOM ALARM TROUBLE RJ31X TELCO 120VAC W 0 U Li TO BE REMOVED O CN Ln El ELEVATOR SPRINKLER TAMPER (ZONE 2) 4.7kf1 SECOND FLOOR SMOKE (ZONE 3) 4.7kf1 FIRST FLOOR SMOKES (ZONE 4) SW (ZONE 5) SE (ZONE 6) 2' NORTH (ZONE 7) M ROOF NORTH (ZONE 8) PRIMARY RECALL SR SECONDARY RECALL EXISTING FIRE ALARM RISER SUITE 119 RJ31X TELCO 120VAC SCALE: N.T.S. W 0. U LJ CD O Co ELECTRICAL ROOM RJ31X TELCO 120VAC J El PT .009 - SUITE 119 SW DUCT DETECTOR El PT .010 SUITE 119 SE DUCT DETECTOR IM PT .017 SUITE 119 NORTH DUCT DETECTOR IM PT .018 - SUITE 119 ROOF NORTH DUCT DETECTOR IM PT .019 SUITE 119 ELEVATOR SPRINKLER VALVE TAMPER PT .020 SUITE 119 PRIMARY RECALL ®PT .021 - SUITE 119 SECONDARY RECALL OPT .022 SUITE 119 2ND FLOOR ELEVATOR SMOKE OPT .023 - SUITE 119 1ST FLOOR ELEVATOR SMOKE OPT .024 - SUITE 119 ELEVATOR MECHANICAL ROOM SMOKE El PT .025 SE EXIT DOOR 0 PT .026 SE HALL EXIT DOOR DPT .027 WEST HALL EXIT DOOR PT .028 NORTH EXIT DOOR DPT .029 NE EXIT DOOR 4.7kn 15 15 15 15 15 15 15 15 4.7kn NEW FIRE ALARM RISER 1 L SCALE N.T.S. J SUITE 119 NIRBY FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: 01-15-2014 DDED NOTIFICATION DEVICE SCALE: N.T.S. DATE: 12-27-13 DRAWN Br BJ CHECKED PH SHEET FA1 JOB NO.: OF FIRE ALARM LEGEND SYMBOL DESCRIPTION SCHEDULE SYMBOL DESCRIPTION FACP DEVICE FIRE ALARM CONTROL PANEL HEIGHT 14 GAUGE 2 CONDUCTOR (NAC) B FAA FIRE ALARM ANNUNCIATOR C HORN/STROBE (S—BUS) 80" P.S. POWER SUPPLY 48" FIRE ALARM CONTROL PIV POST INDICATOR VALVE POWER SUPPLY F FIRE ALARM MANUAL PULL STATION ,o, WALL MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING (;o' 4 CEILING MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING o's WALL MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING O CEILING MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING I�I SPEAKER STROBE # INDICATES CANDELA RATING E MINI—HORN BS BEAM SMOKE DETECTOR BR BEAM REFLECTOR DF DRY FLOW SWITCH M WATER FLOW SWITCH HL HIGH/LOW AIR T TAMPER SWITCH 3 DRY TAMPER SWITCH R RELAY OSMOKE DETECTOR OSB SMOKE DETECTOR W/ SOUNDER BASE OR SMOKE DETECTOR W/ RELAY BASE \("j}\ DUCT SMOKE DETECTOR OH HEAT DETECTOR SR SPRINKLER RISER B EXTERIOR BELL WB WATER BELL IM2 DUAL INPUT MODULE IM INPUT MODULE A ANSUL (BY OTHERS) 4M END OF LINE RESISTOR (E) EXISTING NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS A B C D E NOTES: SMOKE DETECTOR 2 PULL STATION 9 3 WATER FLOW 4 TAMPERS 5 PIV 6 DUCT DETECTOR 9 A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER—LIMITING AND NON POWER—LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T—TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW—VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA LL1 PT PT .009 .010 ® IM ELECTRICAL ROOM ALARM TROUBLE RJ31X TELCO 120VAC W 0 U Li TO BE REMOVED O CN Ln El ELEVATOR SPRINKLER TAMPER (ZONE 2) 4.7kf1 SECOND FLOOR SMOKE (ZONE 3) 4.7kf1 FIRST FLOOR SMOKES (ZONE 4) SW (ZONE 5) SE (ZONE 6) 2' NORTH (ZONE 7) M ROOF NORTH (ZONE 8) PRIMARY RECALL SR SECONDARY RECALL EXISTING FIRE ALARM RISER SUITE 119 RJ31X TELCO 120VAC SCALE: N.T.S. W 0. U LJ CD O Co ELECTRICAL ROOM RJ31X TELCO 120VAC J El PT .009 - SUITE 119 SW DUCT DETECTOR El PT .010 SUITE 119 SE DUCT DETECTOR IM PT .017 SUITE 119 NORTH DUCT DETECTOR IM PT .018 - SUITE 119 ROOF NORTH DUCT DETECTOR IM PT .019 SUITE 119 ELEVATOR SPRINKLER VALVE TAMPER PT .020 SUITE 119 PRIMARY RECALL ®PT .021 - SUITE 119 SECONDARY RECALL OPT .022 SUITE 119 2ND FLOOR ELEVATOR SMOKE OPT .023 - SUITE 119 1ST FLOOR ELEVATOR SMOKE OPT .024 - SUITE 119 ELEVATOR MECHANICAL ROOM SMOKE El PT .025 SE EXIT DOOR 0 PT .026 SE HALL EXIT DOOR DPT .027 WEST HALL EXIT DOOR PT .028 NORTH EXIT DOOR DPT .029 NE EXIT DOOR 4.7kn 15 15 15 15 15 15 15 15 4.7kn NEW FIRE ALARM RISER 1 L SCALE N.T.S. J SUITE 119 NIRBY FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: 01-15-2014 DDED NOTIFICATION DEVICE SCALE: N.T.S. DATE: 12-27-13 DRAWN Br BJ CHECKED PH SHEET FA1 JOB NO.: OF WIRING LEGEND DEVICE HEIGHT SCHEDULE SYMBOL DESCRIPTION DEVICE HEIGHT 14 GAUGE 2 CONDUCTOR (NAC) B OUTDOOR HORN/STROBE 96" C HORN/STROBE (S—BUS) 80" CIRCUIT NUMBER PULL STATION 48" FIRE ALARM CONTROL PANEL 60" POWER SUPPLY 60" BELL 96" ANNUNCIATOR 60" A B C D E NOTES: SMOKE DETECTOR 2 PULL STATION 9 3 WATER FLOW 4 TAMPERS 5 PIV 6 DUCT DETECTOR 9 A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER—LIMITING AND NON POWER—LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T—TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW—VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA LL1 PT PT .009 .010 ® IM ELECTRICAL ROOM ALARM TROUBLE RJ31X TELCO 120VAC W 0 U Li TO BE REMOVED O CN Ln El ELEVATOR SPRINKLER TAMPER (ZONE 2) 4.7kf1 SECOND FLOOR SMOKE (ZONE 3) 4.7kf1 FIRST FLOOR SMOKES (ZONE 4) SW (ZONE 5) SE (ZONE 6) 2' NORTH (ZONE 7) M ROOF NORTH (ZONE 8) PRIMARY RECALL SR SECONDARY RECALL EXISTING FIRE ALARM RISER SUITE 119 RJ31X TELCO 120VAC SCALE: N.T.S. W 0. U LJ CD O Co ELECTRICAL ROOM RJ31X TELCO 120VAC J El PT .009 - SUITE 119 SW DUCT DETECTOR El PT .010 SUITE 119 SE DUCT DETECTOR IM PT .017 SUITE 119 NORTH DUCT DETECTOR IM PT .018 - SUITE 119 ROOF NORTH DUCT DETECTOR IM PT .019 SUITE 119 ELEVATOR SPRINKLER VALVE TAMPER PT .020 SUITE 119 PRIMARY RECALL ®PT .021 - SUITE 119 SECONDARY RECALL OPT .022 SUITE 119 2ND FLOOR ELEVATOR SMOKE OPT .023 - SUITE 119 1ST FLOOR ELEVATOR SMOKE OPT .024 - SUITE 119 ELEVATOR MECHANICAL ROOM SMOKE El PT .025 SE EXIT DOOR 0 PT .026 SE HALL EXIT DOOR DPT .027 WEST HALL EXIT DOOR PT .028 NORTH EXIT DOOR DPT .029 NE EXIT DOOR 4.7kn 15 15 15 15 15 15 15 15 4.7kn NEW FIRE ALARM RISER 1 L SCALE N.T.S. J SUITE 119 NIRBY FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: 01-15-2014 DDED NOTIFICATION DEVICE SCALE: N.T.S. DATE: 12-27-13 DRAWN Br BJ CHECKED PH SHEET FA1 JOB NO.: OF WIRING LEGEND SYMBOL DESCRIPTION A 14 GAUGE 2 CONDUCTOR (NAC) B 16 GAUGE 2 CONDUCTOR (SLC) C 16 GAUGE 4 CONDUCTOR (S—BUS) # CIRCUIT NUMBER A B C D E NOTES: SMOKE DETECTOR 2 PULL STATION 9 3 WATER FLOW 4 TAMPERS 5 PIV 6 DUCT DETECTOR 9 A B C D E FIRE ALARM SYSTEM MATRIX SCALE: N.T.S. GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER—LIMITING AND NON POWER—LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T—TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW—VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA LL1 PT PT .009 .010 ® IM ELECTRICAL ROOM ALARM TROUBLE RJ31X TELCO 120VAC W 0 U Li TO BE REMOVED O CN Ln El ELEVATOR SPRINKLER TAMPER (ZONE 2) 4.7kf1 SECOND FLOOR SMOKE (ZONE 3) 4.7kf1 FIRST FLOOR SMOKES (ZONE 4) SW (ZONE 5) SE (ZONE 6) 2' NORTH (ZONE 7) M ROOF NORTH (ZONE 8) PRIMARY RECALL SR SECONDARY RECALL EXISTING FIRE ALARM RISER SUITE 119 RJ31X TELCO 120VAC SCALE: N.T.S. W 0. U LJ CD O Co ELECTRICAL ROOM RJ31X TELCO 120VAC J El PT .009 - SUITE 119 SW DUCT DETECTOR El PT .010 SUITE 119 SE DUCT DETECTOR IM PT .017 SUITE 119 NORTH DUCT DETECTOR IM PT .018 - SUITE 119 ROOF NORTH DUCT DETECTOR IM PT .019 SUITE 119 ELEVATOR SPRINKLER VALVE TAMPER PT .020 SUITE 119 PRIMARY RECALL ®PT .021 - SUITE 119 SECONDARY RECALL OPT .022 SUITE 119 2ND FLOOR ELEVATOR SMOKE OPT .023 - SUITE 119 1ST FLOOR ELEVATOR SMOKE OPT .024 - SUITE 119 ELEVATOR MECHANICAL ROOM SMOKE El PT .025 SE EXIT DOOR 0 PT .026 SE HALL EXIT DOOR DPT .027 WEST HALL EXIT DOOR PT .028 NORTH EXIT DOOR DPT .029 NE EXIT DOOR 4.7kn 15 15 15 15 15 15 15 15 4.7kn NEW FIRE ALARM RISER 1 L SCALE N.T.S. J SUITE 119 NIRBY FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: 01-15-2014 DDED NOTIFICATION DEVICE SCALE: N.T.S. DATE: 12-27-13 DRAWN Br BJ CHECKED PH SHEET FA1 JOB NO.: OF t 5 96 Power Ex ander Galculatlons 4 i £} h t r£� t J a) ;;s �. C S �,� stst f z�,P s9 a4G s c � , } 411 x, ,, r Version 0224 095£tf tt n Panel ID: Location: Part.# 5496 NAC #1 NAC #2 NAC #3 NAC #4 11ue�. Project Name: Project ID: Prepared By: Date: Gateway Center Bldg 9 1/10/2014 Standby Hours: Alarm Mins: Derating Factor: Voltae DropWarning a Threshold to Descry pt on Model: 5496 Power Expander Volts: 24 VDC Current Draw Standby Alarm Wire AWG & T Ype_ Ohms Per 1000 Ft. Max NAC Current: 3.0 Amps Max Panel Current: 6.0 Amps a rre mP en th ft 9 ( ) One -Way Actual Ohms Volts EOL 5496 Pwr Module 1 0.040 0.160 Notification Appl Circuit 0.000 1.185 #14 Solid 2.52 300 1.51 18.61 8.78% Notification Appl Circuit Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.898 0.817 1.065 #14 Solid #14 Solid #14 Solid 2.52 260 300 260 .31 .51 1.31 11 22 19.16! 19.00 5.77% 6.06% 6.84% Total Standby Current (Amps) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor Minimum Battery AmpHours tt Am ours Re' uired' q 0.040 24 0.960 _ 4.125 Total Alarm Current(Amps) 0.083 0.344 1.30 1.20 1.56 Alarm Time In minutes / 60 Total Alarm AH Required 5 ins) Command Shortcuts Configure Circuits Print Page 9 Project Name: Gateway Center Bldg 9 Prepared By: BJ Project ID: 0 Date: 1/10/2014 Ckt. Number: NAC #1 Panel ID: 5496 Ckt. Name: Notification Appl CircuitUse: Notification on AP PI Circuit t �moat rioaecL ti awes. 4 ryA►i. 0.000 0.066 0.000 Project Name: Gateway Center Bldg 9 Standby Hours: 24 0.221 '. >. ,,,,p „ {e��[[//"�t'G'',''��:,.;y.. k � 1' S: -S 3 ``�,��jF 'F 4 t t3� t �i' ,1 " `'k.1�£t i'S;i 1 Yui..}"YA }� �y �,1;,� " .. Project !D: STE119 TI System Sensor P2/PC2 Horn/Strobe (30cd) Alarm Mins: 5 �... ff 3 System Sensor P2/PC2 Horn/Strobe (30cd) B ` Prepared : Y PDH 0.000 Derating Factor:- 1.2 1' 5808 Calculation r S Date: 1/10/2014 Voltage DropWarning 9 Totals 0.000 7 l £ r•.G,s��f<£ N� Version l05.22009. � n r�z..a+b`t rl 0.898 itl Q Threshold hresho /o 10 Panel ID: 5808 Model: 5808 Add. Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location:Electncal RoomVolts:_24 VDCMaxMa Panell Current: 5.0 Amps Current Current Oraw.:W'r Circuit Name _Q t G Ohms Per.Length(ft) Actual Wire ' O s Ft.Yhmy_Aarm &TYPe Volts o% Drockt. P00 5808 5808 CTRL Panel 1 0.170. 0.325 SD500-AIM Addr. Input Mod 18 0.010 0.010 SD500-MIM Mini -Input Module i p 0.000 0.000 SD500-ARM Addr. Relay Module 2 0.001 0.001 SD500-PS Addr. Pull Station 5 0.003 0.003 SD505-AIS Addr. Ion Smoke Det 0.000 0.000 SD505-AHS Addr. Heat Detector 0.000 0.000 SD505-APS Addr. Photo Smoke Det 4 0.002 0.002 SD505-DUCTR ii Addr. Duct w/Relay 0.000 0.000 SD505-DUCT Addr. Duct 0.000 0.000 SD500-ANM Addr. Notification Module 0.000 0.000 SD500-LED Addr. LED Module 0.000 0.000 SD500-SDM Addr. Smoke Det. Mod. 0.000 0.000 SD505-6RB Addr. Det.RelayBase 0.000 0.000 SD505-6SB Addr. Det. Sounder Base 0.000 0.000 SD505-61B Addr. Det. Isolator Base 0.000 0.000 SD500-LIM Line Isolation Module 0.000 0.000 5860 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 5496 Power Expander 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 NAC #1 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% NAC #2 ' Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% NAC #3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% NAC #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.186 0.341 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 4.463 0.028 Total Alarm AH Required Total Combined AH Required 4.49 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery Am Hours Required 5.39 Configure Circuits Print Page t 5 96 Power Ex ander Galculatlons 4 i £} h t r£� t J a) ;;s �. C S �,� stst f z�,P s9 a4G s c � , } 411 x, ,, r Version 0224 095£tf tt n Panel ID: Location: Part.# 5496 NAC #1 NAC #2 NAC #3 NAC #4 11ue�. Project Name: Project ID: Prepared By: Date: Gateway Center Bldg 9 1/10/2014 Standby Hours: Alarm Mins: Derating Factor: Voltae DropWarning a Threshold to Descry pt on Model: 5496 Power Expander Volts: 24 VDC Current Draw Standby Alarm Wire AWG & T Ype_ Ohms Per 1000 Ft. Max NAC Current: 3.0 Amps Max Panel Current: 6.0 Amps a rre mP en th ft 9 ( ) One -Way Actual Ohms Volts EOL 5496 Pwr Module 1 0.040 0.160 Notification Appl Circuit 0.000 1.185 #14 Solid 2.52 300 1.51 18.61 8.78% Notification Appl Circuit Notification Appl Circuit Notification Appl Circuit 0.000 0.000 0.000 0.898 0.817 1.065 #14 Solid #14 Solid #14 Solid 2.52 260 300 260 .31 .51 1.31 11 22 19.16! 19.00 5.77% 6.06% 6.84% Total Standby Current (Amps) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor Minimum Battery AmpHours tt Am ours Re' uired' q 0.040 24 0.960 _ 4.125 Total Alarm Current(Amps) 0.083 0.344 1.30 1.20 1.56 Alarm Time In minutes / 60 Total Alarm AH Required 5 ins) Command Shortcuts Configure Circuits Print Page 9 Project Name: Gateway Center Bldg 9 Prepared By: BJ Project ID: 0 Date: 1/10/2014 Ckt. Number: NAC #1 Panel ID: 5496 Ckt. Name: Notification Appl CircuitUse: Notification on AP PI Circuit t Current rr t Draw Each Current DrawofTotal Qty Device Standby Alarm Standby Alarm 4 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.264 1 System Sensor P2/PC2 Horn/Strobe (110cd) 0.000 0.221 0.000 0.221 2 System Sensor P2/PC2 Horn/Strobe (75cd)0.000 System Sensor P2/PC2 Horn/Strobe (30cd) 0.176 0.000 0.352 3 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.348 0.176 1 System Sencer S/SC Strobe (30cd) 0.000 0.000 0.00© Totals 0.000 1.185 Ckt. Number: NAC #2 Panel ID: 5496 Ckt. Name: Notification App} CircuitUse: Notification Appl Circuit Qty Device Current Draw Standby Each Current Draw Total Alarm Standby Alarm 5 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0,330 2 System Sensor P2/PC2 Horn/Strobe (15cd) 0.000 0.091 0.000 0.182 1 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.11'6 0.000 0.116 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 1 System Sencer S/SC Strobe (30cd) 0.000 0.094 0.000 0.094 Totals 0.000 0.898 Ckt. Number: NAC #3 Panel' ID: 5496 Ckt. Name: Notification Appl Circuit use:; Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 11 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.726 1 System Sensor P2/PC2 Horn/Strobe (15cd) 0.000 0.091 0.000 0.091 System Sensor P2/PC2 Horn/Strobe (15cd) Unused 0.000 0.000 0.000 0.000 System Sensor S/SC Strobe (110cd) Unused0.000 0.202 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.817 Ckt. Number: NAC #4 Panel ID: 5496 Ckt. Name: Notification Appl Circuit Use: I Notification Appl Circuit Qty Device ' Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.330 2 System Sensor P2/PC2 Horn/Strobe (110cd) 0.000 0.221 0.000 0.442 1 System Sensor P2/PC2 Horn/Strobe (15cd) 0.000 0.091 0.000 0.091 1 System Sensor S/SC Strobe (110cd) 0.000 0.202 0.000 0.202 0.000 0.000 Totals 0.000 1.065 mer FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98188 REVISIONS: 01-15-2014 DED NOTIFICATION DEVICES SCALE: 12-27-13 CHECKED BY: PH JOB NO.: SHEET !CE 1, NEW IJ ECEP . ENTRI( LO135''1 , 1 56A1 SUP 2 ELEV. ECH. CL CL FILE CABINETS TO 1ST FLOOR SMOKE SECOND FLOOR FIRE ALARM PLAN SCALE 1/8"=1=0" LOBBY FOR SECOND FLOOR TENANT TO 2ND-.-p---Th FLOOR SMOKE B NEUJ PECEPT. 'ENTRY LOBB'' OFFICE BOB 31 SMALL CONFERENCE 1 36 0 ME .1-1. 4.7kn � O INFILL WITH NELU STOREFRONT, SAFETY GLAZING, MATCH E`(ISTINC RELOCATE EXISTING DOOR S5 CARD KEY ACCESS CONTROLS 3 1 —i S( I� I L ARGE 1 CON.=. RN -6 11B12'-22" STAIRS —OF B -K1, ELL{V. 1 SECURED UJAITI 2 B - / SECU' ED 4.7kf2 —J1M ( 1 MAKE EXIT ONLY 2) IT CUBE RECEP i4 1 10��1 \(N« N3 NEW AILSLOT 15 IT 0 E 15 N4 41-0" 1 0 1-10 75 TRAINING [ll 11'X24.5' = 40501/20 21 CODE OCC. �- 36 A 12'-6" I1'-1" EQUIP. =I51 OFFICE OPEN OFFICE JCY DIRECTO 1 1 1 AI ; 15 { 1 INSTALL NEUJ STOREFRONT GLAZING INTO EX. OPENING, 'ATCN ADJACENT / WINDOWS 1 FILE d:AE31 METS 15 SALE 5 CUBES 15 COPY/FAX Comm' 34 ATION JEWELERS PM 15(9 k 0 110 4.7kf2 1) -1)- -JAM A AI L I th L —ICV EQUIP PM 31 5 1' - D 12'-6" 111-1" .i7 0 0 A -T OVEN OFFIC X26 CLBICLES BY TENANT 110 FIRST FLOOR FIRE ALARM PLAN SCALE 1/8"=1'-0" UNDER REFER, COFFEE, MICRO r ❑ { A4 I d? J B A -T A B L-----130 El— VAULT STAFF [ r 75 B -b 1 1 1 0 D [i N 1 1 A� �,F-f I 301-P2" 2 VAULT 211 METAL MEFSI-1 IN Com_ WALLS AI' I _ TO PS1-2 I (;o 1430 1 FACP SGV .r � 1..� IIS R 1 MESHSECUUITYNDE1 �.._ ._ __ G YP B 1 J — SECURED PECEIVIN Coal ;. —) SECUREI 15 J -ACCESS I --TO PS1-1 3 SHIPPING CUBES SIM © MESH 23 G ELEC. PEC)IVING WAREHOUSE ECS vINall PS1 MAIN SECOND FLOOR EXIT STAIR CON SP JLY 4 5U54 C TORAGE 410 24 COPIER/WORK 15 '-1" ?.3 •+' 15 MEPCHANDISIN CONFERENCE 51 0 99'-0" 21 51 STORAGE ,y3 LTJ A UJORK ROOM 19 C 2 10'-0" 10'-5" 4S'-21" ON GRADE 2 ON GRADE MON ELECT AND INKLER 119 5F. TO PS1-4 — TO FACP I\ \ ,mar FIRE &SECURITY www.kirbyelectric.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 GATEWAY CORP. CENTER BLDG 9 SUITE 119 GATEWAY CORP. CENTER 13035 GATEWAY DR BLDG 9 TUKWILA, WA 98189 REVISIONS: 01-15-2014 MADDED NOTIFICATION DEVICES SCALE: 1 /8"=1 t-0" DATE: 12-27-13 DRAWN BY: BJ CHECKED BY: JOB NO.: SHEET FA3 OF SCO OF WO 1, THE SCOPE OF THIS PROJECT IS TO INSTALL A FIRE SIGNAL EXPANDER, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT, GE \-SAL \OTES: 1, INSTALLATI❑N SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS -BUIL TS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3, AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4, A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5, FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE M❑NIT❑RED BY A U,L. LISTED MONITORING STATI❑N BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ, 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 111 VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11, FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER, 14, WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL C❑NSTRUCTI❑N CLEAN-UP, DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE F❑LL❑WING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERA TOR OR EQUIVALENT ARRANGED FOR C❑GENERATI❑N WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERA TION IS ON DUTY AT ALL TIMES, 18, ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -OF -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT, 19, NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED, T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINU❑US AND FREE OF GROUNDS, SHIELDS MUST BE TERMINATED AT FACP ONLY, CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS, SHIELDS WILL BE TIED TO GROUND ONLY AT THE FACP, 1'-0" MAX 0'-4" MIN. 0 -4" MIN. ACCEPTED 'HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR AIR DIFFUSER X X 3'-0" MIN. SMOKE DETECTOR DETECTOR: LOCATED NO CLOSER THAN 4" FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECTOR, NOTIFICATI❑N: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80" AND NOT GREATER THAN 96" FROM FINISHED FLOOR. CEILING PULL STATI❑N: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6" & NOT MORE THAN THAN 4'-6" ABOVE FINISHED FLOOR, 5'-0" MAX FIRE X ALARM. D. Z I FINISHED CO FLOOR X LENS uil r 1 SPACI\3 ��T(IILS WIRE LEGEND SYMBOL DESCRIPTI❑N TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 CONVENTIONAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 547' E 12/2 NOTIFICATION FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 NOTIFICATION FPLR 0' H 14/2 NOTIFICATION FPLP 1613' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIAT❑R FPLP 0' K 14/2 POWER CIRCUIT 24VDC FPLR 0' L 14/2 POWER CIRCUIT 24VDC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' ❑ 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R SPARE 0' S SPARE 0' FA15004 WALGREENS SILENT KNIGHT 5495 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage S andby: Alarm: 1ST FLR OFFICE 866 1.258 2.745 21.255 FSE 2 1ST FLR CLEAN RM Device Type Quantity Amps Total Amps Total 1ST FLR WAREHOUSE 930 1.169 2.740 21.260 FSE 4 2ND FLR OFFICE Main System Board 1 0.07500 0.0750 0.20500 0.2050 0 NAC 1 1 0.00000 0.0000 1.25800 1.2580 DUCT SMOKE DETECTOR NAC 2 1 0.00000 0.0000 0.51700 0.5170 5 NAC 3 1 0.00000 0.0000 1.16900 1.1690 SD500-MIM NAC 4 1 0.00000 0.0000 0.73400 0.7340 SILENT KNIGHT 4S DEEP -- BATTERY 2 WKAl2-7F WERKER FSE ENCLOSURE ZP SMOKE DETECTOR 1 SD505-APS SILENT KNIGHT SD50D-6AB ---- SMOKE DETECTOR BASE 1 SD505-6AB SILENT KNIGHT 4 SQUARE Total Panel Loads: 0.075 Amps 3.883 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 3.883 Amps For 5 Minutes= 0.326 Amp -hours 20% Derating= 2.551 Amp -hours Total System Current Load: 2.551 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA15004 WALGREENS Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 1ST FLR OFFICE 866 1.258 2.745 21.255 FSE 2 1ST FLR CLEAN RM 620 0.517 0.808 23.192 FSE 3 1ST FLR WAREHOUSE 930 1.169 2.740 21.260 FSE 4 2ND FLR OFFICE 810 0.734 1.498 22.502 CALCULATIf\ r s SITE DLN\ TUKWILA FIREMPART14ENT Piealit cid! 206-5754407 and give this. Fire Permit No, _mt end exact address for shut- down or restorgiOn approval. DEVICE LEGEND SYMBOL DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E 5808 SILENT KNIGHT SELF CONTAINED CABINET FSE FIRE SIGNAL EXPANDER 1 5495 SILENT KNIGHT SELF CONTAINED CABINET WALL STROBE 15 SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING STROBE 4 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING ► 0 WALL HORN -STROBE 7 P2R SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING HORN -STROBE 8 PC2R SYSTEM SENSOR _, 4S DEEP W/1G MUDRING db DUCT SMOKE DETECTOR E ---- BY OTHERS N ---- F MANUAL PULL STATI❑N 5 SD500-PS SILENT KNIGHT 4S DEEP...W/1G MUDRING M❑NIT❑R MODULE 2 SD500-MIM SILENT KNIGHT 4S DEEP NM NOTIFICATION MODULE 1 SD500-ANM SILENT KNIGHT 4S DEEP -- BATTERY 2 WKAl2-7F WERKER FSE ENCLOSURE ZP SMOKE DETECTOR 1 SD505-APS SILENT KNIGHT SD50D-6AB ---- SMOKE DETECTOR BASE 1 SD505-6AB SILENT KNIGHT 4 SQUARE TO FACP --, NM HH ©P l H 1-1 1-2 110cd 30cd 0 • E 1-3 1-4 1-5 1-6 15cd 15cd 15cd 75cd 0 F 1-7 1-8 1-9 15cd 75cd 15cd .212mA .094mA .066mA .066mA .066mA .176mA 2-1 2-2 15cd 15cd .079mA .079mA 3-1 30cd H FSE 3-2 30cd 0 ,066mA .176mA 2-3 2-4 2-5 2-6 15cd 30cd 30cd 15cd 0 ► .079mA .107mA .107mA EDL .066mA 3-3 3-4 3-5 3-6 3-7 95cd 15cd 30cd 75cd 15cd .066mA .094mA .176mA .079mA .094mA .094mA .194mA 4-1 15cd H .066mA 4-2 4-3 4-4 4-5 4-6 15cd 15cd 15cd 30cd 15cd .079mA 1-10 1-11 30cd 75cd 0 1.l EDL .066mA .094mA .176mA 3-8 3-9 3-10 15cd 30cd 110cd LM 0 1l EOL .066mA .094mA .212mA 4-7 4-8 115cd 15cd 0 0 (I) EOL .066mA .066mA .107mA .066mA .218mA .066mA MISER 'IAGRA v 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L❑ 0 Without Comments As Noted in Red ® Per The Attached Letter h 6e plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance vrit y current CIM standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The res or Ibii:ty for the 1 adequacy of design rests kts totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subs que.nt approval. Final acceptance is sub .ct to -field test and Inspection by The Tukwila Fire Prevention Bureau. Date; ,ALL tN`ckv‘v A\� R•\),'L-" o ty‘ Pj4 .1 Z i \�l <<I Q 4 (Zola) PAID l JAN %`. 2015 TUKWILA FIRE ac a l9 REVISI❑NS' CONTRACT WITH' SME INC. 828 POPLAR PLACE S. SEATTLE, WA 98144 GENE QUEENVILLE (206) 788-3839 PROJECT' WALGREE\S 13035 GATEWAY DR, #131 TUKWILA, WA 98168 PARCEL# 0004800015 "DESIGNER' SCOTT JERKE DATE' 1/13/14 AHJ' TUKWILA JOB #' FA15004 i FA 1 OF 1 -J t 11 OPEN OFFICE H COMPOUNDING RM 1-11 75cd EEL PHARMACY CHEMO ANTE 1113I 2-3 15cd 2-6 15cd EOL 3-10 110cd EOL SHIPPING OFFICE FR PREVI DEVIC WORK RM OFFICE OFFICE 110cd OFFICE OFFICE OPEN OFFICE CLEANING ❑FFIC RESTROOM RESTR❑❑ COPY 1-3 15cd 1-6 RECEPTION 75cd H 3-7 15cd OPEN OFFICE OFFICE STORAGE DELIVERY 1ST FLS FA DLA\ 0 8 16 IMM M SCALE 1/8"=1'-0" FLAG OPEN OFFICE DN TO FSE/CKT-4 4-7 115cd 4-8 15cd EOL CONFERENCE BREAK RM OFFICE TES: EXISTING DEVICE DEMO DEVICE PLR FA PLA\ 0 8 16 SCALE 1/8"=1'-0" 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L0 i REVISIONS' CONTRACT WITH' SME INC. 828 POPLAR PLACE S. SEATTLE, WA 98144 GENE QUEENVILLE (206) 788-3839 PROJECT' WALGREENS 13035 GATEWAY DR, #131 TUKWILA, WA 98168 PARCEL# 0004800015 (DESIGNER' SCOTT JERKE DATE' 1/13/14 AHJI TUKWILA JOB #1 FA15004 AP FA 2 OF 2 OCA ED LIGHTING ING EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING: r.7) Lf I In— Jin I ----.R- _2O.1 NEILU CEILING C -ID, TILES Rg.USE IF FOG;IEL I LOCATEI. 1 1 i� � I M I EIJ GIP B✓ C (LING WITH ;TIE SECURITY MESH UNDER, ONISTEEL SU; ORTING ST I CTU> E, Stir -ENDED FROM FLTOR ABOVE AND ROOF S T UC T URE. SURFACE MTD FIXTURES REMOVE EXISTING DROP NO CEILING THIS ROOM PROTECTED FROM OVERHEAD .1 4.. • CUT -IN 3x1 MECH. TEE INTO EXISTING 3" OVERHEAD BRANCHLINE TTACrED TO Z✓°,t'LST EE REM ARTM ONE ENT N ALL > EPONENT 'AL (N. PECTION 0 SF. Aa Evil.+ ALL PARTITION T XCEE.D:N AN. 51 1 REUSE, R:�LOC.TE EhISTINC FIXTURES, NO CHANGE I ILIA T T AG E .21 2' > 4' NEW 3- T U3E , TE), RECESsE✓ FLUORESCENT LIGHT FIXTURE ail `AB -BA -IL L N - ELECTRONIC A:nS ,&& «r.✓ WATTS/FIXTURE 2 X 4' NEW 2- I UEE, TO, RECESSED FLUORESCENT LIGHT FIXTURF',1u r R A45CI I : ENSE 4 EL ECTRO\iC BALLAST, , 6e, WAT I SY iX I URE 2' X 4EXISTING 3- I USE . U✓RE_SCEN I TO .AIN x X s EXISTING 3 -TU -i�Sr.E T TO SE RELOCATED RELOCATED EXISTING 2' X 4' FLUORESCENT L !G IT FIX EXISTING FLUORESCENT S1 R 4C E MOUNTED 1GHT FIXTURE TO REMAIN EXISTIN: RECESSED DOU.E' LIGHT TO REMAIN 2' X 4' EX!STIN' 3-TLi E FLU.00R:ESCENT TO BE REMOVED SC:AI F 1/8'-1 Ot 1' NO RT El c.. ACCEP 0 Without .Comments 0 As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City . tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted <-tandards and ordinances. The responsibility for the :adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this datewill 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: I -PI l `f By: sl f' E.D ILINS PLAN: ..N: I 1. 16' 24r "t 40 SCAL.. 1 /8' -0" WILA E DEPAf IMI.: r all206-575.4407 and On i fire Permit NG. 1 -S -Do/ address for .. .. down or rwtoration apKovat GENERAL NOTES DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET ► 3 AND THE CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 11" AND SMALLER TO BE SCHEDULE 40 SLACK STEEL. ALL PIPE 1'/s" AND LARGER TO BE SCHEDULE I 0 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE DUCTILE IRON. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT I5 BY OTHERS. G. ALL ELECTRICAL WIRING AND CONDUIT TO BE PROVIDED AND INSTALLED BY OTHERS. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE A5 IT 15 SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 8. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION. PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 9. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 10. DOTTED LINES DENOTE EXISTING PIPE. I. SYMBOLS/ABREVIATIONS: [X'—X“:- DENOTES CENTER LINE OF SPRINKLER PIPE AFP. - DENOTES CEILING HEIGHT. X' -X” AFF BDK of MT FD } 0 0 0 - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. - CENTERLINE OF PIPE BELOW BOTTOM OF DECK- - FLEXIBLE GROOVED COUPLING. - MECHANICAL TEE FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. - THREAD END PLUG HYDRAULIC REFERENCE NODE. = EXISTING PIPE = NEW PIPE = (E) UPRIGHT HEADS = (N) ADD PENDENT HEADS (E) EXISTING UPRIGHT HEADS c ulORcIND'!R O T1415 F_.R'1IT SITE MAP N.T.S. VICInITY MAP N.T.S. CONTRACT NAME: SIMON GOLUB Q SONS INTERURBAN AVENUE SOUTH (&& SOUTH133RD TUKWILA, WASHINGTON SCALE: 1/8" =1-0'r N E ISMOMODODOMMDMWOM 2' 4' 6' 8' 10' 12' 14' 16' 18' IMPORTANT NOTE: In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout wet sprinkler system areas and in enclosures for dry pipe; deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained in the property of Cascade Alarm, LLC and is loaned upone express conditions that the same be returned to Cascade Alarm, LLC upon request. All information contained shall be be treated as private and confidential. No reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm, LLC. CONTRACT RESPONSIBILITES SPRINKLERS SYSTEM TYPE 1 TEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY—FRB 1/2" SSP 155 CHROME SEMI RECESSED CH (0)A 14 WET ® PREACTION ❑ DRY ❑ ❑ Cascade Alai Since 19$t! TY—FRB 1/2" SSP 155 CHROME SEMI RECESSED CH (0) R 13 TY—FRB 1/2" SSU 155 BRASS NONE OA 2 NO. DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN REVISIONS TOTAL THIS SHEET 37 0 APPROVALS OUT IN OUT IN OUT IN OUT IN P.O. BOX 7459, KENT, WASHINGTON PHONE: (206) 767-5800 FAX: (253) 630-5851 www. CascadeAlarm.com `atm, LLC C'9S P, ce Cert i f igte ae 0. Level Gp inm a y Michael C Maguire ca 391-07-1440 u pv v i 1.10 1-. ot, Signature -sate ,yo f ionSig 110e' 'b ` Through DectOe CONTRACT WITH: Precision Builders P.O. Box 98609, Des Monies, WA 98198 DRAWN BY: P. STOKESBERRY DESCRIPTION: FIRE SPRINKLER PIPING PLAN CHECKED BY: R. CRAINE SYSTEM DESIGN DATA HAZZARD CLASSIFICATION: ORDINARY GROUP 1 SYSTEM AREA: HYDRAULIC DESIGN DATA: DENSITY: .15 GPM/1500 SQ FT 130 SO FT / PER HD AREA OF APPLICATION: SO FT HOSE ALLOWANCE: GPM TOTAL SYSTEM REQUIREMENTS: GPM AT: PSI AT: WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. DATE: RESIDUAL PRESSURE : PSI. WITH : GPM FLOWING TEST TAKEN AT: BY: DATE DRAWING NO: 12.09.13 a FP -1 134%5 GctireAl-'aty A T t', h+: ? 1,\I /— & i TING 2'X.4 I'JFEl'4t fACOUST'r— CE IL FI �;. � II k ---<-- 1.1 l } , jiJ I ! i I; II 1 : I I •i , I 0 I1 ,1 II n L. t ' 1 t- tE-- I Q 1 •1 • 40,\ $ ,4171 ' ...ft:x..1,, I - t « < om— i1 i . f—.. -.- l 1: � 1 C) 1 l.'� I 4 I l i I t �a . y 1 •• ' qR l _........__....... -.1.._.._—__M...._.,...._.__. "" �' e fie* '" q PJ ff 5 ,,e ._y.--...._--- je" ffi •! a`e " ¢ 1r Iia 4 .� 1 r •a e+zkn.�m._- . 41+" It,' I I, ING: 4D, TL ES TO MATCH Ct i >:. XIS l R• ^7 UG' • ATED L. GI -ITS CUT -IN 3x1 MECH. TEE INTO EXISTING 3" OVERHEAD BRANCHLINE NEIiJ GYP 51) Cr1LI? G Itil{ i -4 SECURITIPESH UNDER, S i IUC TURE:, SU F ENDEID r" ✓? -- . FL..@O?' Aa"',.O''/E AND ROOF: STFILTURE. -----SUFZ.FACE MTD REMOVE EXISTING DROP NO CEILING THIS ROOM PROTECTED FROM OVERHEAD fE� ✓^j AT t~ f i 6 n.•' ti.. .'v J 1 'a T T -?r) TO 563 11_15T 5E, ED t C se sr PARTITIONS IT HAVE 2" ,ENT N ALL )11FOitI\IENT AL INSPECTION 2) &F, A SE,i./MiC L ALL PARTITIO4 E C t EXCEED R-71. TURAS iSear 1 !s 1 • 1 t .... - _.._- ..- 1,:6.6E, E -O :ATE E. 7STIg.,. CPANG IN ILI T`" `(' L E EN 2' X 41NEW 3-1U5E, T �', RECESSED FLUORESCENT LIGHT FIXTURE ARAvrC E SE 4 E «-EC\✓N1v 5/.Sf , WATIS/FIXTLIRF 21 < 4' NEUJ 2 -TUBE, T5, i .ECESS�-D FLUORESCENT LIGHT , �. .�«..� taw. .,,, � �, AFI>(TU E IU! PARABOLIC I E`N5E ELEC T jONIC SAI LAST, 6&1u.A T T S/ i` V.11 ,{x., 2' X 4' EXIv t IiNG 3 -TUE FLUO; .SCEN 1 TO RPIYIAINI 21 X 4` EXfii j 11 -:Cha 3 -TUBE UBE F LUQ;'*.;.a SCEN T TO ;11." I`v'wELOC4Tw ID RELOCATED E^17Ttahl rFLUORESCENT LI GHT FaXT F,� t^� T ,..0 CEE MOUNTED l !11 'XTURE T ('+.a t til`:17i I��G 3�'�i`'�:;,a.C�! �? .:�' �.� 1, i 1 A!�?" `r '�"': :c:; � i"'�,�. ;�IN EXISTING , " CE&SE:J E":30LUN I iGi i 1 REMAIN 2 X 4' ;2 } ' 3> Uir FLUOFSSCe ENT T. S(.,, ._ , w• 1 i°'//ii I NORTH RT.FTI 3E REMOVED GENERAL NOTES I . DESIGN AND INSTALLATION SHALL CONFORM TO NEPA PAMPHLET 13 AND THE CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. 9PE: ALL PIPE I 1/4" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE I'/z' AND LARGER TO BE SCHEDULE I 0 BLACK STEEL. 4. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE DUCTILE IRON. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. G. ALL ELECTRICAL WIRING AND CONDUIT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 8. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. 9. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 10. DOTTED LINES DENOTE EXISTING PIPE. I I. SYMBOLS/ABREVIATION5: [X' -X"]- DENOTES CENTER LINE OF SPRINKLER PIPE AFF. X'—X" AFF BDK of MT FD 3— (Al ) — (Al) AAAA' - DENOTES CEILING HEIGHT. - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. - FLEXIBLE GROOVIED COUPLING. - MECHANICAL TEE - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. - THREAD END PLUG - HYDRAULIC REFERENCE NODE. = FLEX -DROP PIPING = EXISTING PIPE = NEW PIPE O = (E) UPRIGHT HEADS ® = (N) ADD PENDENT HEADS O = (E) EXISTING UPRIGHT HEADS SITE MAP N. T. S. 0 }-3 VICINITY MAP N.T.S. CONTRACT NAME: SIMON GOLUB & SONS INTERURBAN AVENUE SOUTH & SOUTH 133RD TUKWILA, WASHINGTON N s E 8' 10' 12' 14' 16' 18' IMPORTANT NOTE: In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout wet sprinkler system areas and in enclosures for dry pipe; deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained in the property of Cascade Alarm, LLC and is loaned upone express conditions that the same be retumed to Cascade Alarm, LLC upon request. All information contained shall be be treated as private and confidential. No reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm, LLC. CONTRACT RESPONSIBILITES SPRINKLERS SYSTEM TYPE ITEM CASCADE OTHERS TYPE TY—FRB ORIFICE 1/2" SSP TEMP. 155 FINISH CHROME CANOPY SEMI RECESSED CH SYMBOL (e) A QTY. 14 WET ® PREACTION ❑ DRY ❑ ❑ cascaae • Rina 1480 TY—FRB 1/2" SSP 155 CHROME SEMI RECESSED CH (0) R 13 TY—FRB 1/2" SSU 155 BRASS NONE O A 2 NO. DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN REVISIONS TOTAL THIS SHEET 37 APPROVALS OUT OUT OUT OUT IN IN IN IN P.O. BOX 7459, KENT, WASHINGTON PHONE: (206) 767-5800 FAX: ;(253) 630-5851 www. CascadeAlarm.com CONTRACT WITH: Precision Builders P.O. Box 98609, Des Monies, WA 98198 SCALE 1/8" =1'-0" DRAWN BY: P. STOKESBERRY DESCRIPTION: FIRE SPRINKLER PIPING PLAN CHECKED BY: R. CRAINE SYSTEM DESIGN DATA HAZZARD CLASSIFICATION: ORDINARY GROUP I SYSTEM AREA: HYDRAULIC DESIGN DATA: DENSITY: .15 GPM/1500 SQ FT 130 SQ FT / PER HD AREA OF APPLICATION: SQ FT HOSE ALLOWANCE GPM TOTAL SYSTEM REQUIREMENTS: GPM AT: PSI AT: WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. DATE: 12.09.13 RESIDUAL PRESSURE : PSI. WITH : GPM FLOWING TEST TAKEN AT: BY: DATE: DRAWING NO: FP -1 ////1 CUT ANDIN EX. BRANCH 1 -OEFSET'AR & UNDER N • I0 N.I.C. 2 -X CNTNUE 10NC ��c FLEGUPU�G ON 3-9 U 4 Rod BO, PLAry �t OM OER(SER • N.I.C. N.I.O 2.5. �...QUI.ANOINNRGR• EX. BUNCH iNETO ADD ......... ......... OFFSET AROUND HVAC & UNDER NEW PURUNS 1,1 i� SE I= I +, n B7 CLEANROEOM.., C AND AIR -,, GR OVE E . BRANCH... P,• UN TOA ip OFFSET.._.. ry s Y, ,-; 1 /2' PLUG UN ER NEW PURUNS _ 25 / I 25 I 2.5 S 1 Ia p CUTAND INA] 'GROOVE= EX.BRANCH LINE TO ADD OFFSEt'Ad0 ND HVAC &:UNDERN PURUNS 1 ....L I 2.5 i CUT AND INAIR GROCI EX. BRANCH (INE TO. OFFSET AROUND HVAC & UNbER NEr PURUNS I I J IMOD. CLEANRM COMPOUNDING RM II 8'-0•CEIUNG II II MOD. CLEANRA( CHEMO RM CEIUNG : •MOD. tEANRM "."°` AN) -ERM , 40 8'-0' EIUNG o -I �� EXISTING PURUN HYDRAULICALLY MOST DEMANDING AREA: SYSA 1 DENSITY_...........2'P...,...Gt?.)v1...OVEFj.ENTIRE . ROOM. .„'........... SYSTEM DEMAND AT BOR: 501.8 GPM AT 01.4 PSI (INCLUDING 0 GLIM FORIINSIDE HOSE STREAMS) 1.25 ': / I CONTROLLED ) / (TEMP. STORAGE/ <..._...8-5 ACF......;:....... • ABBREVIATIONS AFF 808 BOD BOJ BOP BOT OTB FO IFOW OFOw NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUR FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND N.I.C. N.I.C. SPRINKLER PLAN 4 8 SCALE 1/4'=1'-0' SYMBOL LEGEND PIPE LEGEND N.I.C. ', : •i/',ii/:,lis . I 1 •SEE SPR(�INKLER • • ACKINGP 4 j" SHIPPING P D LAN CLEANROOM PLAN -0 EXISTING INSULATION IN SUBPURLINS - NEW RTU . I SUPPORT PURUNS 4 SCALE 1/4'=1'-0' NEW HVAC RTU - EXISTING /� GLUCAN / U BEAMS J EX. BRANCHUNE OFFSET UNDER NEW STRUCTURE NEW DROP TO CEIUNG SPRINKLER ON FLEXIBLE DROP NEW ACT CEIUNG 2 NEW PIPING IN CLEANROOM PLENUM t / EX. BRANCHUNE `/ OFFSET UNDER / NEW STRUCTURC AND AROUND HVAC NEW DROP INTO CLEANROOM -- MODULAR CLEAN ROOM V/ALLS AND CEIUNGS BUILDING SECTION 4 SCALE 1/4'=1'-0' WOOD SUB-PURUN - SAMMY SCREW / WOOD GST -20 -- 3/8' ATR --- HANGER RING HANGER DETAIL 'SW' -- METAL TRUSS -(2) #10' x 3/4' TEK SCREW TOLCO FIG. 58 J 3/8 SIDE BEAM BRACKET 3/8' ATR HANGER RING HANGER DETAIL 'SB' 0 NEW CLEANROOM /-BRANCH UNE WIT / EXISTING LOUT /3o3%- I / Without Comments As Noted in Red Per The Attached Letter NEW 1(0-3) ANo� e plans have been reviewed by The Tukwila Fire an Bureau for conformance with current City Acce,pb nce i:; subject to errors and Ich (do not at ithorize violations of adopted NEW FM BRAIDED EASY FX, LENGTH PER PLAb,1 •` rds • ordimF:ncas . The responsibility for the , ,,;quacy esinn I ttaily with the designer. ,, : � itions, . labors {. r:�:vts of s to these drawings after NEW GASKETTED CLFANFtO //��b�' re w void ti- i f::e .}t nce and will require a coNCEA1 iEm l a,, i r..:� I se..e drawings for subsequent approval. I'M �4 FLEX DETiAlt.arsitance is subject to field test and.inspection by vendors Bureau. NEW OR EXI LLNE PIPIN By: ,PLAN WITH 901L NEW FM BRAIDED EASYFLEX LENGTH PER PLAN NEW SSP SPRINKLER 1/2' OR 3/4' PER SPRINKLER MODEL FLEX DETAIL '2' s(I TUKWILA FIRE DEPARTMENT Please call 2O6-575-,407 and ivf this Fire • Permit NO. Ind exact address for shut, !own or restordcion approval. NEW 1' ARMOVER �I• PER PLAN WITH 90'L 'llI• NEW STRAP ON/ EX. BRANCH UNE J NEW FM BRAIDED EASY FLEX LENGTH PER PLAN NEW SSP SPRINKLER 1/2' OR 3/4' PER SPRINKLER MODEL FLEX DETAIL '1' WOOD WALLSTUD� (2) TOLCO FIG 9801 SWIVEL END (2) TOLCO FIG 1001 (2)1/2'x3 -LAG BOLT W/ WASHER (2) 1' x (3-8) SCH 40 BRACE PIPE 4WAY BRACE '1' EX. RISER LOCATION. SITE PLAN NTS FLEX LEGEND SPRINKLER LEGEND REVISIONS 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG 1 • S MT R P (0) NEW 1" PLUG NEW 1/2' PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE - -- - - - EXISTING SPRINKLER PIPE - - - - - - RELOCATED EXISTING PIPE NEW FLEXDROP \ RELOCATED EXISTING FLEX WALL LEGEND I //// MAKE EASY TYPE LEN NIPPLE BRKT SCRW ONTY SYM MANUFACTURER S.I.N. TYPE MODEL 1' 1- N O. DATE BY REASON FOR REVISION FM -BRAID 48' 3/4' ACT NA 6 EXISTING EASY EASY FM -BRAID 72' 3/4' ACT NA UNCHANGED SSP CHR CHR 5.810 1/2' 155° -1-1- FM -BRAID 48' 1/2' ACT NA UNCHANGED SSU BRZ 5.6K 1/2' 155° EASY FM -BRAID 80' 1/2' ACT NA EASY FM -BRAID 48' 9511/2' 4'BAR TEK 7 NEW BRACKET LEGEND: EXISTING WALL NEW WALL TO CEIUNG NEW CLEANROOM WALL I NEW LOW WALL ..l NEW SOFFIT WALL ACT = STANDARD OGS8 BRACKET GWB = T -BAR, TBS ENDS, AND SBB CLAMP 0 REUABLE RA1325 SSU 5158 BRZ 5.6K 1/2' 155° RELIABLE R1015 SSP REC MODEL G CHR CHR REC 5.6K 1/2' 165° 2 REUABLE RA7216 ECOH SSP J112 CHR CHR F1 112K 3/4' 155° 7 413AR = T -BAR, TBS ENDS, AND SBB CLAMP O RELIABLE RA3415 SSP CONC SEAUNG 05-56 BRZ TEK = (2) 1/4k1.5" TEK SCREW WOS = (2) #10x1.5' WOOD SCREW WHTCVR /GASKETED 5.6K 1/2" 165 - 7 90°x1/2' = 90° NIPPLE 525' LONG 8511/2' = 9" LONG x 1/2" EXTENDED NIPPLE TOTAL NEW'. 23 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : .,Group Health ✓ Cooperative FITTER/LISTER NOTES 1. MAX ECOHSSP SPACING IS 18x18 OR 9' FROM WALLS, 8' MIN SPACING. 2. ALL DROPS ARE TO BE PER FLEX DETAIL"1" WITH 48" EASYFLEX U.N.O. 3. ALL HANGERS ARE TO BE PER DETAIL "SW" U.N.O. 4. SEND 50 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 5. AT CLEANROOM FLEXDROPS PROVIDE 9" NIPPLES AND 4' BARS. 6. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 7. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 8. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A • 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED °OF WATER I PIPE w w GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROOVED. PLAN END, POLISHED 2.05 0.044 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POUSHEO, PLAIN END (FOR BUTT WELDING) 3.84 0.198 21/2 FLOW PIPE 0.086 2.703 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 5.10 0.298 •• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (I 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: HIGH PILED STORAGE NEW DESIGN CRITERIA: OFFICE / LAB - ORDINARY HAZARD 1 MISC STORAGE - ORDINARY HAZARD 2 WATER SUPPLY INFORMATION STATIC 140 PSI RESIDUAL 20 PSI FLOWING 7300 GPM LOCATION OF TEST GATEWAY DR DATE OF TEST NOV 2014 DATA SUPPUED BY TUKWILA WATER ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / ENTIRE ROOM DEMAND AT BASE OF RISER 501.6 GPM AT 101.4 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 751.6 GPM AT 111.2 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 22,14 Li 3 24(1) D' B61!IRRI0n Stale Dept Of Labor 611Ni031TIC5:5 Seattle Babe] Bek NOV 2014 CONTRACT WITH TUKWILA F 6 .� -.4O57 CONTEGRA CONSTRUCTION CO. 22 GATEWAY COMMERCE CENTER DR W SUITE 110 EDWARDSVILLE, IL 62025 PROJECT MANAGER : JEFF GRIFFIN OFFICE PHONE : CELL PHONE : 618-979-4165 EMAIL: JGRIFFIN@CONTEGRACC.COM SUPERINTENDENT: PHONE: EMAIL : • ti (1) AREA MAP WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T CERTIFICATE OF COMPETENCYSTAMP NTS 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926 -1880 FAX: ( 253) 926.2350 z CC 0 0 0 CC 0O z 0 0 WALGREENS WIRS T.I. 13035 GATEWAY DR SUITE 131 TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JOHN R. LANE L. 11-13-14 1 OF 1 TI14197 RELOCATED EXISTING L ICiWTS l EXISTING GRID TO REMAIN EXISTING LIGHTS TO REMAIN c. r) 0 0 0 0 0 c S ec.I,I v n it 4_1 REFLECTED CEILING NEW: UPS NORTI-I SCALE: I/8" : 11-0" c -s:\ `� 2CjUI� 0/4 1//q ir W 004-r/-u55e (342 Cel �rtg ITT Technical Institute`' The tied earn Toastmasters Club ❑ Without Comments ❑ As Noted in Red 115r Per The Attached Letter -'-•ese plans have: ben reviewed by The Tukwila Fire ;Hendon Bureau for conformance with current City •:•:ndards. Acceptance is subject to errors and • :1=ssio.ns v4hIch oo not: authorize violations of adopted -.7.10dards and ordinnnces. The responsibility for the ciequacy of slv. ;•irn razA-s totally with the designer, Additions, det£:tio :s ;:,r F't viwions to these drawings after this date will VOld y: t ::io:::-.ptance and will require a resubmittal of revised d;• ;evi gs fbr : ubsegruent approval. Final acceptance is sut,i.twct to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-2N r-15 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give tits Fire Permit No. I'1) and exact addr ss for down or restorat on approval. 3roval. S 7,2911: 128th Sr 7t Washington State Dept Of Labor rlt; &industries American Medical Response S 131st St Starbucks Days Inn Seattle w South Tukwila t4 H; erton i Park .Cr Convenient . Houseware (.■, • Rentals Prosser Pian 8 Organ Vicinity Map DESIGN GENERALS NOTES: Map dat`tG?2013 Googlea 1. Design & installation shall conform to NFPA #13 2007 Ed. and Tukwila Fire Department requirements. 2. This is a tenant improvement project and we are adding sprinkler heads off the existing Wet System Lines. 3. Offices will be Ordinary Hazard Group I spacing not to Exceed 130 Sq. per head with chrome Semi -Recessed heads to match standard response heads in rooms. 4. All materials shall be new and UL or FM approved with all piping to be Schedule # 40 Steel black threaded I pipe with Black Ductile Iron threaded fittings. CONTRACT NAME: L)103 S ulfe 1 � i SCALE: / :/t jb IMPORTANT In localities subject to freezing conditions. It Is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and 1s loaned upon express conditions that the some be returned to Cascade Alarm upon request: ail information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any port thereof shall be made without written consent of Cascade Alarm. CONTRACT RESPON SIBILITIES SPRINKLERS ITEM CASCADE OTHERS add >C(eu.) tri -els 2-e 49( 4.4e G-xr's•tin, TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. sfp S5p YZrr / CA er..40 5444-1/ f2 P C C R 0 /2.. SYSTEM TYPE WET 0 -0 Cascade Alarm NO. MJ DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN TOTAL THIS SHEET 7 APPROVALS OUT OUT OUT OUT IN IN IN IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 l 3 © 3,5- 6i4 -14e rv416. DR; vQ 7"4-44/) IN IP. .7i/6' DRAWN BY: e1 c( DESCRIPTION: / N hAlf- ��G v e P �� SYSTEM DESIGN DATA CHECKED BY: / 7/, DATE: ?- HAZARD AZARDnl. LIGHT SYSTEM AREA: HYDRAULIC DENSITY nFSt0N DATA GPM/SQ. FT. SO. FT./HD. AREA OF APPUCATION: TOTAL SYSTEM RFOUIRFMFNTS• GPM. AT SO. FT. Al 1 r1YVANCFS! GPM PSI. AT WATER SUPPLY INFORMATION: STATIC PRESSURE P51. DRAWING NO. /tIc I RESIDUAL PRESSURE PSI. WITH GPM FLOWING TEST TAKEN AT BY DATE PAID JUL 25 2013 TUKWILA FIRE 4// 2715 i T1 1 EXISTING UPRIGHTS I I I EXISTING UPRIGHT \._: c_? I__ i_ . VV F ,l— i (l ' !'Vl(l, Evi • I`I-.i L_ 0 CEILING REA OF WORK XITNG-- 7 S7'----_-1 '- I ----- - - I.:� .�JPRGHT,!i /E I TING 1�_ 1.,_1 1..;T1 / N D&: T .._._._ —kit .... __. .,..__..__._.EXISTIN f 6 EXISTING pp II t P v ' !Iv • f 1 I I 141,JIR f 1 11 1 1 1 r rI— I _`_..__l 1 .__- _.._-_.._ __ __.7 _.._ ._.___ - ._ .._,1 yy'� { - 1 l i` 204Lii 05 I ALLS NOT UP TO DLCK RIGHTS WILL SPRAY ❑VER 7 >< 1I r, T EXISTING — / 1 /1 'jj i !�`I /! E ; i / % / / jl % 1 ;j ; 14/ fi if r 101C -PC 6 E KIST I N G I1 � 1 r.._ �...,, i r .4 4 {! i t 1 4 i I l i / C)" 6#rV )I it C)f F 1I\i 1 200 \ � \ \ %.. /'. ,/7. /q �...(/ f JIT /� }i Al.�.. J • ;r / / 11 (i) '7- 'L.� i.._ I.) LM! I 4 D A�..i. j 1\ \ I\ \ \' 1 I�1npj; �C - s IRA N 17, { 1,7 General Notes 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #I3. 4. EARTHQUAKE BRACING AND JOINING OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. OWNER TO PROVIDE A MINIMUM OF 40. F TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND OR HIS STRUCTURAL REPRESENTATIVES. Sprinkler Symbol Legend SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH 0 QR SEMI REC. PiNDANT RASCO Fl/FR X EXISTING BRASS UPRIGHT )0 EXISTING PENDANT r I TOTAL 2 DATE: 3-23-10 rJ 210 A EVERGREEN FtRE PROTECTION INC. 10509 64th Ave E. Puyallup, WA 98373 PhPrIP; (25.3) 848-0146 1REV: 1 DRAWN) RB I SHEET: Sheet Title /Job Title • Without Comments O As Noted in Red VC 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 resubmit -tat of revised drawings for subsequent approval. Final acceptance is subject to field test and InspeCtion by The Tukwila Flre Prevention Bureau. MOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test UDDER FL Please call: 575.440Z and give this job and exact address for shut« down or restoration approval; Stamp R TIS / VTS 13035 GATEWAY DR., SUITE# 157 TUKWILA, WA EXISTING 2 STORY OFFICE SPACE WITH PROSOSED OFFICE t MODEL. SEE T-2 AND T-3 0 0 A 0 0 b ADJACENT TENANT NO WORK vJ O� L� !BUILDINC PLAN Scala: b"iI'-0' Install approximately 350' of low voltage wire from existing FACP and connect duct detector. ia_____ _EL FAC.P TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 03 f"04 and exact address for shut- down or restoration approval. Gateway Corporate Center; 13035 Gateway Drive, Suite 149 Seattle, WA 98168 Washington Alarm, Inc. 1253 S. Jackson Street Seattle, WA 98144 Joe Cozine (206) 328-3288 ext. 746 GATEWAY CORPORATE CENTER n fu.Enginfoll l VICINITY M14' et AREA OF WORK UNDER THIS PERMIT CCETE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is 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 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. cam Date:'.. '/Vc93 By: � ""�5f?� Y ' TENANT IMPROVEMENT FOR: UPS GATEWAY CORPORATE CENTER: BLDG 9 13035 GATEWAY DRIVE, SUITE 149 SEATTLE, WASHINGTON 98168 Precision Builder, Inc.. Site contact Larry H. Lee @ 206-396-1525 JAN 1 6 ZLJ03 N 0 W rc core) CDgas csrwit; 09/18/02 0143 pm Ci\CAD\8704-9\UPS\T-1,dwg ... ..................... R „r r8 aiTE 1 i � J P[O.TPLRN r PIPE "X 0-7.1"z. WOOD SCREWS 3,,, CEILING FLANGE ,E Vg R Ob BUT TON FANGERyRkING HGE. DETiL f3o3S VJ S• T\ Without Comments ❑ AsNotedlnRed ❑ 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 void this acceptance and wilt require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. - C' I2 By: a 1 244' TdkWI A FIRE DEPARTMENT Please call: 575-4407 and give this job No, 02. 5 ZZI and exact address for shut= down or restoration approval” f� F:6" to Ff NE14 i44 LL S ARE SHADED 11,)j ti, .....1 I N IST D GRAB Ettyittrow i Y j k 1 t iDt 1 I i J tIRSLEL00R REft ECTEE.LT CEILING RELOCATIONPiAN SCALE: o" PA - OCT 2 1 2002 22128 � � I .C. ca I,° os�e CL ��f cor �1:› I coOO 3 Roxanne Cralne 302-02-7327 U6(J •D ��11:1\1141- TIRO � e�onSnriek�ek t i\fr _11 C(XPO C ..E1.113LDG:9-- LEGE ND 'rE (IT? TEWWP PE DENT i!8 Ib50 8s5 ORIFICE MAKE MODEL t?I!,4E G . SCALE:y 8 --1-1=0" DATE: to/ 21/2.00z. APPROVED BY: DRAWN BYR \f REVISED PERMIT * tOZ-' o) DRAWING NUMBER 1 OF 2., EXi STING COVERf1GE EXISTING 8 M(N EXISTING COVERAGE GRID ELEVATION Pc LJ 24 6" Without Commeilits 0 Per The At • = c led Letter These plans have been rev. Prevention Bureau for corifnr standardsis s Itomissions which do not :cul ,V standards and r.,dina'nces. j adequacy of ca :a;;,j e:_rs to i Additions, deletions or revi& :vied by The Tu mance with cum blest t:; errors ar orize violations o The responsibility ally with the desi; ons tq these dra la Fire t city dopted r the er. s.f}- 1:his date will void this acce Mance and will require a resubmittal of revised drawings for subsequent approval 711 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: By: 11 t r— i i i l e i 3 � i t €_ iiIt '� i 0 IHf T 1 2 S 6" n I.ECOND FLOOR REFLECTED CEILI!! --7-3P-73ks--atirb OCT 2 1 2002 �ZyZ, 4„/7., SCREE : Ve= 4-- TENflNT IMPROVEMENT: LIPS GATEWAY CORPORATE CENTERBLG.9 SCALE: lig DATE: ID/ Z l/2OQZ. APPROVED BY: DRAWN BYR1016 REVISED (3035 GATE',Y DRIVE SUITE I4 SEATTLE TLE V'SHIN&TON'1216s DRAWING NUMBER of Z t) $ 0 3 Zg`-It:- SEE WOR TN LS 0 DETAIL W FOR <ON UNG B E L <41 I N STALE_ 2 l:" VI G GA P ON Z`4"SN (3) RAcIS TYP 0 .t til 0 �v w L ,�. ti• I ffi/1`y {L 1_1 -I 11.3 act - N N REMOVi< g -(IS 4 MAifCi West of 6121D •3' iNsTAVI- 4" J1�_ CAP ON REI'1AINC PIPE , J Y 11-3 ti 6 1 4> 5-L 1 7- N - N f 1, 4,(14P rr r rty n 0 v pp t ( IZ•3 t is ■ a f ,#141 4,101- 31dr1 #169 Q. Z4 -(6#+ TEP g1I1,V #05 , 4 I ,1A Q. 5-1 t"7-1 NOTE; REMovE_ E05176" AN RE NA N G Z7 ,"_ NoRt4 OF it GRID goo -. —/ — \tip ■ \IV Si'bee b a reser In , ',Irl des cce {once appfre to/pl� sig (a Sub .: '�and f6r�r� of Liu* 9tvrenA {tom -i o-/0 ir, tifgc Irl . I7 -Ir.,.. . ...._it. -3 5-4.. 1 r -I All mmerrts and ac c � Q / Aldous conditions ns u eptail�es relate encluslrely to r atr effect of / strued as beating in upon tire ylserenc rates. They are •ot t° hareem exercised with wr r +l� pqn the uestron of whether "duecarp" 0, wr1+ or damage to propert to possible et hoards far perso�s1 ._ ain it►q t+r1►st. �elcoRnrFetl Met hazarOs w +c; �: 1 tc sto (0%':31)tcl- 1;i.i 4 4. 15'1 13t1 \N, it 111-3" ct 641 / REMO\E VIC-EE TA ''DP 1 O- R.14.1Tf P. -rb-kts M /41 N E0-rr7� 2,0-, C/ NoP j nv ■ ■ N ekel te N coN a - ,,a xi LrcE1 i 144, -7 0 N • 0 4 ■ ■ a ■ ■ \yl \ti ti :t41 r- 9 cla f ■AM D i I 11-0 QLIZA 4_0_ 4- 0 r. 0 - W 1 1 ■ M 7-3rr1 0) 2.`11- 7)=T\ `/1- 0 6 03 W 'd Z' Z / K / 17-3G 7,1-70 i `C. II - r/„;\...1 LAXp-4),Y/LAP 6-4 3$ 4-0 1300 1. ft ire A. IZ-�i =`S z�i-r to 17--�-r� - �i, 011 i ' / M N O 1-, -VI ;CI c -1 4trt' 121 -?i" i („' i/ze to -11t c -/G ct �M rt -1 1 0 PC..,6.>- Z 1s r 2 12.000 Nrs is z2- 1 AF Cr AUX.. DZY SYS -re -1,11 Sri rye.. tt 41E V5 3 eoBi / I! N (o 7-11"5-2 !Z-3 7-11 5•Z Ji 2- / 21-0 m ui nn II/ 43 03 1-0 212 ( sZO H. 2- 21—u .A $ '7-1 5•Z -o i2-3 Q• ry CO f ti ti G H ,1 N w fi \ , >v1 0 M /2,_o T<G �/ t 111 ‘4 s fr re) 1 -44 1 410 0 p 41. afi' tS. 4110 Ex 1,4 boo tit 3 PM FE - 0 • ed -1 t•el 141 0 0-6 0 0 0 .39 GPfsn. FROP- x'-`2 rizz HANGER, LEGEND B COACH SCREW ROD D TOP BEAM CLAMP -- E EYE ROD t F FLUSH SHELL H SIDE BEAM BRACKM K SHORT CLIP M MACHINE THREADED ROD N TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR "a -IP, 2 • WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE ,10 STRUCTURE TO CENTER LINE OF PIPE IN INCHES 1 SPRINKLER LEGEND k cc SPRINKLER ORIFICE SIZES AND TYPE MiLM laJ 2 16 8 16 2 4 17 32 SPRAY - 3/1 4 117 TEMP RATING 0 et 350' 165' ''''',W' `) 0 cL 112 SPRINKLERS USED Trot FINISH QUAN 414 TEMP 1(05 • FITTING LEGEND 1 • VCTAUL IC kir - -sr TOTAL- 413 - APPROVALS 'REQUIRED FSN Fff PREP SHAPED NIPPLE • HOOKER MT hiCHAN CAL TEE PESN - RAIN END SHAPED NIPPLE SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE • WELDED IF ZERO FLEX GROOVED COUPLING z. QUALITY -CONTROL BY DATE APPROVED FOR FABRICATION BY - DATE APPROVED FOR INSTALLATION BY DATE _„,I GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER f XCEPT RISER di DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE - END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACVORDANCE WITH 4 PIPF HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 -k. 5 SPEIPICTNIGONSH3 Ala BE IN ACCORDANCE WITH NFPA PAMPHLET NO -13. 6 AJONIDNI3NG13 OF PIPE AND FITTINGS, THREADED AND WEOED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECIIONS 3 12 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER -IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 9 BPAYINcTITNG,4 e_Oirz...F,"PIPE A_ ND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 8 ASB YYL SL ToWE I.MIR441 NE: 0, : ELECTRICAL DEVICES (IF REQUIRED) TO BE PROtVIDE,D DESIGN CRITERIA AND PIPE NOTES ALL PIPE 2.tc,'3", AND 4" Tzt ALLJEDIsuPak-FL-4)' REVISIONS MK DATE BY A M tot A A CONTRACT WITI1 o. Sox 3397& CONTRACT; NAME: PATRIOT RE PFICITECT1ON TEL (2061925-2290 DESIGNER DATE SHEET 2 3 4 5 7 CITY BLUE PAINT 1 1 2 SEGWNh FLUOR SPRINKLER PLAN Ve' c I co 3 4 FITTER/LISTER NOTES 1 TYP C N 1.s t3_6 AFI- U N o DRoPs ARE. 1 Co 3) w/ IDN 3 LINES ARE a ' AFF MAIN; ARE q 2 AFF 4 SEE St -IT,"'- I FoR RooF sPRINK.L.ERS 5 ALL. MANGERS AT -Ti-tE- END ol= BRANCNt.iNES Tb BE WRAP-ARot)NP TYPr✓ TYP LINE HANGER To RE E O -C►, An 1 RING, uNo, 5 6 7 8 8 of 1 i6 ' 9 9 it 10 10 11 11 12 ACCEPTED Cf WAadINGTON SURVEYING & RATING BUREAU SEATTLE WASH DEC 2 't 1991 As meeting requirements of this bu,nau Iu1 61asslticat,on astiprmKlered however, system changes or additions as recommended on tl e attach sheet(s) will result In Improved rates Acceptance applies til plans as submitted and for construction and occl.pancy shown there01 Enlshed insta,aton subject to mopection for final acceptance All comments and acceptances relate exclusively to relative effect of various conditions upon fire Insurance rates They are not to be con- strued as bearing In any way upon the question of whether due are has been exercised with respect to possible lability for personal in jury or damage to property It Is recogmzed that hazards which may result In loss still exist 12 ACCEPTFO --- WITHOUT COM? , ITS C1 AS N J FED I,J R 0 PER I HE Al TAC .ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, del "trans or revisions to these drawings after tirs date will void this acceptance an i i11 require a res ri- 1 'f rev' 40-1 drawings Fins, iniiPC11 DA kPl DAL 1 .2.7' (.. f , A 1)\1 5/ b '414-}4.$ -0,Frii.77. 1)1 (' DEC, 1C91 1 Ii1 LT RILED 705 14 i RELIABLE'( II , II FITTING LEGEND r +� I'' HANGER LEGEND U HOOK B COACH SCREW ROD C C CLAMP D TOP BEAM CLAMP EYE ROD FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J 'J DOLT K SHORT CLIP L L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T u N Moo IMMIMOIMMMI.M MM..** Mom um. MY Ow MIA Man NA M m .111M1 MMII• MY. M MAMA 4110 M 46.--1.• 2 WAY EARTHQUAKE BRAG i4 WAY EARTHQUAKE BRACE (C ) STRUCTURE 10 CENTER /r✓ LINE C)F PIPf IN INCHES SPRINK,LER LEGEND SPRINKLER ORIFICE SIZE� AND TYPE 16 sl f 2 SPRAY L7 SPRA Y 11.6 2 SIDE WALL f 47 L) 1•J 3/4 fj, is (J f 1/7 DRY TYPE TEMP RATING r W 2 Za r9, i 1/1 () 1 (4) 1 2 M+wMIF 1 4 rrW w 1/2` ( j_I /1 SPRINKLERS USED GYM tPGiNvlra oLn r QUAH rL M► slzt tot ftMtsrl pfGG ,f,,SP LH f ot I0/ 14 Pop TOTAL APPROVALS' REQUIRtaD F " I VICTAULIC FIT W.S.IV+�, FSN FIT PREP SHAPED NIPPLE H HOOKER MT MECHANICAL TEE crri OF TUK owNER/ AIVH PESN PLAIN END SHAPED NIPPLE P PIPE 0 -LET DISTRIBUTION SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE W WELDED IF ZERO FLEX GROOVED COUPLING G)TY OF TUKWIl Aa owt45,RIAR4H PAIR I oT QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES , ►'* 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS d &MINSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 ¢ 3 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3.104 4 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-1 + � I 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL LSE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3•'7 AND3$ OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM Al L WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 7 a 9 10 BY c?TH E -R - PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0714ERS' FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY all-IERs PIPE NOTES wE-DED PIPE 4"DIA e' SMALL CR. To BE , ALLIED 'supgR,Ft.o' 45."D1e1 LARGE( 7v8E 27HREADO-0 PIPETO f3E SAH 40 oR.1)W ;ILL ARMavERS To BE cc -Ft 4o IF 2'-o• o ar IN L NI T)1 TUKWILA FIRE DEPARTMENT Please call 575 4407 and give - job ' No �.l_-11 __35 and exact address for shut down or restoration approval. D W ' REVISIONS MK DATE BY A I, M C: 7\ CONTRACT WITH 5 4 A Po eoX 33978 SEATTLE, WA 7 813.3 367- 'XIV CONTRACT NAME `TENANT IM PROVEME NT FOR ZELLERBAGH BLDCs ei GATEWAY CoRPORATE cgNTER. INTTRURRAN AVE, S t s I33ti TuKWILA r WA, 20344 48th AVI<NUE CT E TACOMA WA 9B424 FAX 12061 922.6150 PATRIOT TE(1926.2290 FIRE PROTECTION L PATTIFPo99CF DESIGNER M MELTz/;ER 15 L , DATE 12-14- 41 ,r SHEET JOB NO 3 OF 3 t1-Q1`A7 16 A A B 1 I 1 1 L L4 6 1.4 -11s - RE iovE t-AsT Twa I.E3'46T1-1S of Cs L -P f o o f. NaS _ RE PLP(C WITtt N(.w 4- MPJ t t'J s PEtZ Pt-PAtJ r \ E,(5 j. 6 1/6-0 0 1 t 0 0t -10 L a�a� d` ti,yE 41, titi fes. p 4 � ‘1-4 /1 GXtST1NG 0 H SYSTEM 39/S600 PM1 'O C zOR 31- ‘I-14-1 EDGE of MEQ. { 4,i orEN STORAGE _ 4 O rt t4 i a -u' o C u z_ LL Or _=6 y -+ ---�- 0i i - ao. / 1 - -4- Si "AFF 6 'i- L.03 L 0 111-1 t 5-7-A K� C ra_Cu L A -r b MPIPs. V ENlREP(.E 9 it o 0 E d.44'i r -s a 1 3E i sem! 4-0/ wit /fr* 1 ozeet ` roc /Y 2 L -0 zars u nvcvG 07d40 4 Y SW. - - Y Use...Yrw rrr r w w sheet(s) will result r^ rmoroved rates Acceptance applies to plans n submitted end to _ors -u,. , r and occupancy shown thereon 6 ,hed instadat on subject to inspect'', for Ina a z l„a I comments and acceptances relate exclusively to iet#tlre edit al various conditions upon fire Insurance rates. They are net to be con. ued as bearing in any way upon the question of whether -due care has been exercised with respect to possible liability for personal 1* lyry or damage to property It is recognized that hazards hick may Mull in loss still exist. !? WARE k0uSE A 5 FRUrv\ A,3ovE- Z4 6 UPPER FLOOR PLAN /1 -I O" E7u5T 6 MAIN T 7\7 LNI Q(a Di bB_ _d 0 ZS tr 0-6 _ 0 0 , 24-t; 24 - II,4� _r3 I vt N13C. 0 0 3-0 dpi � 6Bi,rn z 6 308 16- 3 �jo t_►) Not 0L J; t 3% 1•- -P a 3t I i 3 2-6 co I 3 0 r t # crr- g CCP 00 's -I 11+ 1—(; 5, 3 �/- It -4 S c/c .40 Oa 0 24 0 fie -0 1 11 1 40 1-0 o LOWER FLOOR PLAN o 0 • 1 or I PEA PLAN. 2. TYP OR -OP Tw f'NDANI-I- HEAD TO BE c_Aairsic-r 0.1/ 100 -r IS OrFICES LUNCHROOM ENLAR6ED PLAN 1 CL-EVATION OF NEW PIPE_ TO BE_ 10 -Si AFF /\C\ TY P lk PI PE_ MAIN WELDED EAt-vi OPPosED Wx ATR. DATE - 50 1S -0 pS1 cI4 ?St 11189 • Vel. Her rE*) 1-1 ANGES. 2.x 4 sTIFF Eft TUKWILA FIRE DEPARTMENT Fie:se call 575-4407 ;ive this job sI ACCEPTED g.V111THOUT Vi-5.X.215iNgt) -c address for shut, restoration approval. 9_3-6Y 5e2- 575 440/ rtt • THE COMPLETE LINE/ 151053 - HANGER LEGEND B COACH SCREW ROD C "C CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL -4" K SHORT CLIP NI MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR ti see or-rAtt- v a"---4. 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE #.0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND , SPKR THRDS SPRINKLER ORIFICE SIZES LaJ ts1 1 11 0 0 3/4 SPRAY SPRINKLERS UP AND DOWN SPRINKLERS USED Mt SUE. TYPE 4 FiNiSt4 OuAN TEMP RELIABLE. MoD 6, 0 *h.- P1/4C.4Esse.D414104 7.s- tacb - TOTAL FITTING LEGEND APPROVALS REQUIRED TSN THREADED SHAPED NIPPLE CAA/Neg./ A R -c_14 DISTRIBUTION PATR_ 101 - QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE Enna TO ENO 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 APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WM-I NFPA PAMPHLET NO 13 APPLICABLE EDITION 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF PEQUIRED) TO BE PROVIDED BY OT1-10ELS 10. FURRING OF PPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED N. DESIGN CRITERIA AND PIPE NOTES ScH 40 REVISIONS MK DATE BY - A A A CONTRACT WITH 2.44-6,63/1, PAtital- FIRE TAcoMp, , VIA 41e4-2.4 PROTECTION (zoo <12.4 - zzetc) DESIGNER I DATE 1 SHEET I JOB NO THE COMPLETE LINE/ 151053 INTERURBAN AVE S KEY PLA kJ ROOM SCHEDULE: 1,2,3,5, 6,21,22, 23,2i,2S, 26,27,28, 29,30,31 4,13 Fx[1,912 W 41.4- Wir4cmit4or-rp- Floor Walls - Ceiling: Floor . Walls : Ceiling: 7,10,32 Floor . Walls - Ceiling: Floor - Walls : Ceiling: Floor . Walls : Ceiling: 1� D LEGEND NEW STUD WALL W/SOUND INSULATION FORM TYPE/CAULK @ BASE, 2'-0" E.S. @ CEILING W/SOUND BATIS. - EXISTING STUD WALLS. 6-recL STUD Ir L LS ILLUMINATED EXIT SIGN. EXISTING 3 TUBE FLUORESCENT TO BE REMOVED AND STORED OR RE -USED. EXISTING 3 TUBE FLUORESCENT TO RE2 AI N . NLW OR RELOCATED 3 TUBE FLUORESCENP. DUPLEX OUTLET 120v WALL. TELEPHONE OUTLET, MAJORING, CONDUIT, i PULL STRING ONLY. FC)Ug GUILE- 12o., OQ llz 'i ►MME ? lora I- ivy$ -- - 2 itt-E Lr MtR - �• r Carpet w/rubber base Gyp. bd. paint (E.E.) Susp. acoustic ceiling (+8'-6" verify) Carpet treads and riser w/rubber skirting Gyp. bd. paint (E.E.) Susp. acoustic ceiling Sheet vinyl with coved base shower area only 7 & 10) Gyp. bd. paint (S.G.E.) Wainscot +4'-0" plastic laminate Gyp. bd. paint (S.G.E.) +8'-6" (ceramic tile Sheet vinyl with coved base Gyp. bd. paint (S.G.E.) Gyp.-bd. paint (S.G.E.) V.C.T. with rubber base Gyp. Bd. paint (E.E.) Susp. acoustic ceiling (+B'-6" verify) in Floor : Exposed concrete (no new sealer -tenant to Finish) Walls : Exposed concrete and painted gyp. bd. (flat) Ceiling: Exposed structure and insulation DOOR SCHEDULE: (lever handle) El,E3 E2 ELt 1 2,3,5,10, 11,12,21, 22,26,28, 29,31 Existing overhead door. Fxi t 2al'-0" x 7'-0" hollow metal door and jamb. ta Existing 3'-0" x 8'-6" aluminum and glass - remove and relocate to new door 1 including existing sidelite. Install new glass panel. Re -use existing 3'-0" x 8'-6" aluminum and glass including the sidelite from El. (Ap I bGGEV 3'-0" x 8'-0" s.c. wood door with wood jamb, 2 pair butts, latchset, wall stop and silencers. (Add weather strip doors 10,12). 3'-0" x 8'-0" s.c. wood door with wood jamb, 2 pair butts, lockset, wall stop and silenc rs (threshold door 27) (1/2 safety glass door 23v/tow) 4,30 3'-4" x 8'-6" opening only. 6,7,8, 9,32,33 3'-0" x 8'-0" s.c. wood door with wood jamb, 2 pair butts, privacy lock, wall stop and silencers. 24 2'-6" x 8'-O" s.c. wood door with wood jamb, 2 pair butts, latchset, wall stop and silencers. 13 3'-O" x 8'-6" (verify to match existing) aluminum and safety glass with closer, threshold, weatherstrip and exit bar. Include new glass sidelite (safety glass).' Remove existing concrete bulkhead, add concrete sidewalk. (,0)12 K.'_ LCGEi"7 34 r1• CD3 x 3'-6" removable guard rail C2 sections) . 611? W.. j 92V2I i L IUD c 24'1%. fetal tit -Le •11=Rmiesodj' 8 - by JI2 lufi-r eargyAi, Mut: V ". IL 1' rirorgo L 0 M arA Cit gi,- t ; '/-N r INo.)3 CEZ-01 la-(: '•2 Cr ra At- %I n - - ! ' �' e,Tm2117, ter1.Iou • Vbit 211th OW L. %/.0q0 =I 2118 eo..%ih2 0'a ; tax 11(r jP, p. X F eat. - 911.4 i rtec (0'- Lui-i6Or M # 12 v.. to" lY�ti1"� Yi ►,tit. � .• cs'7 01EH fcr,x41, bNQ RC.E02 4\ 0 m 37 'ti,curkrtr2 4 zcu -rt HN` uFl i 1,c,' COG liPtritO VNTaLriea 1p,&'- = �� Y•11-1 0 m -' - 1 rtCV,to- 06-t'1'H ril *ell le-11.4titPi. Ittao al VeictL, UP. YA44416e-Pwt KiPta, Ftlil i5) D SCRIPTI .� �Jt1c'� - 14 Ct x�IG1Tti Ni ft It)M. 9 I- no N 0 t 111 li inti 11100 - lY�ti1"� Yi ►,tit. � .• cs'7 01EH fcr,x41, bNQ RC.E02 4\ 0 m 37 'ti,curkrtr2 4 zcu -rt HN` uFl i 1,c,' COG liPtritO VNTaLriea 1p,&'- = �� Y•11-1 0 m -' - 1 rtCV,to- PROJECT NO. YA44416e-Pwt Rl►•tt eisp. Mit ,cri'• D SCRIPTI .� �Jt1c'� - 14 . 7 1�thfil Ili Vr tYIN,n. FL I- no N 0 . ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED El PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field- inspecti:m a representative of this dep r�r ent DATEVZ % lZ BY• 5/1 - CITY OF TUKWILA 575-4407 TUKWILA FIRE DEfi ARTMEN1 Please call: 575-4407 and give this job No. and exact address for shut down or restoration apprcag4 NORTHWEST ALARM SERVICES 3026 39th Ave. S.W. Seats.;, WA 98116-3412 41 (-"7 2 L JK W Z G Y U L' Lam\.) n u} PROJECT NO. m Z cca 0 u— 0 CHECKED BY DATE D SCRIPTI .� , A- 1 r 4 J c 1 t 91> I- no N 0 F,3 ,/,==\ Otte e h1 I -i !Jai Cf arip)1190(5 1147 Pr" 12914.1. 1 T vi. Z co >0 ZZcfl m= cc coW Z • J OD COco • n IR4* 01) An 5 -aa - CO (1) IWADICAIRIP tiPp Ler CSD L -- 1C Fm`r, °-7114lil'( t -r 41b it4) V it ar Y 9b=11 � o CC 0 o= oQ 0 Z p3 w QH > >Q CC UJ a W of F. CO z Z 'tf 0 1-1 -Dp J �mI- 1444Y . 1992 T 1 sv, fr /S? OF 4 3= 10-0 1'¢ M+ 1's. ¢ , 1' 10-0. 10-0 I'4 16-o _ 101.0 W G,ENE/2AG NOTE'S 1 ALL /JAV445:e5 To 8' a/8" d-YerG -r W/ ATR — — - De -NOTE -5 , Ex). 7 M.'6 P11plr/G, 3..4 LL .D,eoPS ->o �3c 7".g 6=3" 14//ADN 4, SYSyEtit. Dc5/Ah/eD _Pelt _NFP.A__../3 6E0 eRD PIPS. SG 4 -IE VC.E OPEN 61,4-/66 8'-v" 1'4 ►0-0 +o V Q SPRINKLER PLAN 1/8„_1._0" W, N 114 In )0- 0 1'4 10-0 '' N • 6,[762/02 . 6/AI.G SGP of WO 12.r... �ATR►aT 1ri12.,E 70 41)TS UA/DE-AZ ,V L./ GC' /L/NG, •OPF7C 6 A 2 6A, TUKWILA FIRE DEPARTMENT Please call: 575.4407, and,give this job No. fG ct-� iLaaas nd exact address for shuts do restoration approve; ?oor PROTECTED BY ovc.C'Ms4D 5iSY6A& p1 PE WAS UP5/2E.0; rgewt. /" To 1'4" T-0 ALLOW G.2 KA r -Z D/S>ANCE F.c'0M /1/6" 6-A 70 CA/ 0 OA- A/PE Z. b/.17/11A/CE. /t .36 Fa/1 /" f le" ,CD,Z /'4"_ pc/a AtFPA: 13 419110) 4-14,2,3,3) AQEA O F WO 2 - 2PIP Fe..oO /4/TE/20204g SITE PLAN A ✓C' SPF_: v'.C.,r,aS /A/ New i'l / i' is t'.7 -1 '�,„)0i� 1!. EJ r •WIT" ;'+T CJMMENTS. ,_)I,4Ri. ' ti 111E ATTAC.lED LETTER Th' 1r '/1 3 affixe J hereto have been r041 j ,n ac: ad-te J by the City of filo rel . rlr' w �. 'itions, deletions ®r r =! :' lln t� '•'tings after this Vit@ v l l'i) a • stance and will ratlike a rosub.,,1,--.( of revised drawings. ;I Final accoptunco is subject to field- ; I intp@@tion by u representative of this d@p@rtment UZ./94Y: sL1' ' w/ Al)a--- CITY OF TUKWILA 575.4407 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE. TYPE & FINISH QUAN TEMP �EL,aaL �t • SNP/��,�--�,• -�s 145 REVISIONS MK DATE BY A A CONTRACT NAME: U P s GATEWAY INDUSTRIAL PARK 13035 GATEWAY DRIVE -4149 TUKWILA/ WA OFFICE ADDITION ti NOV 14.1993 10 N TS f ATRIOT FIREPROTECTION 2004-A 48th Ave Ct. E. Tacoma, WA 9842.4 (Phone) 926-2290 (Fax) 922-6150 -- DESIGNERDATESHEET 1 JOB NO. >' EA/ F/5N_ I ►►114I96 . _ 1 - 1 _- .0F-1- 1 = .1z -3O`4 4.0 1�- F4 INTERURBAN AVE S KEY PLAN ACCEPTED KWITHOUT COMMENTS. - AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Luk till . Fire Dept. Additions, deletions or r- n _;'ins t) these drawings after this datf. K ,i ' `,ii .1:cept3rice and will rag4,r, e_ ,., dtaI of revised drawings. Fin • i.e is su'aject to field - ins?. .i , e?resentative of this dei.. DATE:I Z .-EY -Sri— CITY I` CITY VF ToKWILA 5i5-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job to. '22 - and- and ;xact address for shut- aown or restoration approval. All l Ij-''`-) ► r3 (-- &- 4-t,toio/vtyu4-1 at z 'TQTtsTICs Code: Zoning: Seismic: Construction Type: Occupancy: Allowable Building Area: Parking Building Required: Shown: UBC 19B8 M-1 Zone 3 V -N Sprinklered B-2 Unlimited, 60' yards on all 't sides, and fully sprinklered. 48 Stalls 2,98tails I - H O'rE� t) GRAM BAR.5 6.c.tif5LL 1OILET5 'A2E To 6E MoUNfED Ai" 34" A.F.F. 1-1E'( AeE -(D EXIEHIDED 113" EEYONO THE Fvarff of THE foiLET scRAec5 THE C Le 154t26 To 156 i%4 To y1 • i)-roP o� LAVATog.IE'j To 13E al 34`' A.F I% 2gt1 cLF.n2 UHDEeNATH. LEVER HANDLED FAUa1' -fo 13E MAIC. l7`t I=2or1 THe PROHT of TFtE LAV. WA5TE Hof wATER SUPPLY LINES 10 EE PE0VIDED W/ TEr1PE24-111RE SHItLDING. 3)AL-L- HI(CROR 4' WALL 0Ur Ac SgoRiEh -0 15E AT A MAIC. O 4011 A. F.r, ROOM SCHEDULE 1,2,3,'3,5,6, 7,6,9,10,11, 12,13,14,15, 16,18,19,21. 22,27,40,411- 42,43 2,27,'30,'31;42,43 Floor: Carpet w/rubber base Walls: Painted gyp. bd. Ceiling: Suspended acoustic tile 17,20,44,'35 Floor: Sheet vinyl -w/caved bas Walls: Painted gyp: bd. w/P. Lam. to & 48" A.F.F. Ceiling: Painted gyp. bd. 23,28 Floor: Sheet vinyl'w/coved base Walls: Painted gyp. bd. Ceiling: Suspended acoustic tile (except room #28 exposed to roof structure) 24 Floor: VCT w/rubber base Walls: Painted gyp bd. Ceiling: Suspended acoustical tile 25 Floor: Sheet Vinyl"Medintech" w/rubber base Walls: Painted gyp- bd. Ceiling: Suspended acoustical tile 26 Floor: Sealed concrete Walls: Painted gyp. bd. & concrete Ceiling: Exposed to roof structure 29,30 Floor: VCT w/rubber base Walls: Painted gyp. bd. Ceiling: Painted gyp. bd. WINDOW SCHEDULE - Provide blinds on all windows A 2'-0"w x 8'-0"h relite, in iioodframe, safety dtls. 1/STD & 2/STD (providT insulated glass door #22.) _ glazed, next to B 4'-0"w. x 'i' -6"h. relite, ii woodframe, dtl. 1/STD, jamb & sill similar. C 6'-0"w. x 4'-6"h. relite, in woodframe, dtl. 1/STD, jamb & sill similar Lal -04 2.4 4)1 4 q 1 - ON 10-0'1 242 - cot i be - o/ `T h e C/-{-okicu/ STvS-'3 / • SGOND FLOOP, PLAN CU VY► i s t ff NORTHWEST ALARM SERVICES 3026 39th Ave. S.W. Seattkr, WA 98116.3412 sg w:=0 --o" 151-0 Occupancu Calculation - Stairs & Restroorns 1st t 1oor Office 5,679.5 s.f. - 100 = 58.8 Manufacturing 1,01'3.2 s.f. - 200 - 5.1 Warehouse 1,593.2 s.f. - 500 = 3.2 • 4 are Excluded 1st Floor Total 67.1 2nd Floor Office 2,465.5 s.f. - 100 = 24.7 • Total Combined Occupancy= 91.8 • DOOR SCHEDULE El Existing 3'-O" x 8'-6" aluminum storefront with safety glass, closer, threshold, push- pull, and thumbturn. E2 Existing 10' x 12' overhead door E3 Existing 3'-O" x 7'-0" hollow metal threshold, lockset. 4,8,9,18, 25,29,'31,42 1,2,3,5,6,7, 10,11,13,1'3, 15,16,17,'40 12,15,'43,'3'3 20,21,22,2'3 23,26,27 45 3'-0" x 8'-0" S.C. wood door w/wood pr. butts, silencers, latchset (wal doors #6, 7, 8, 17, '30, 41). 3'-0" x 8'-0" S.C. wood door w/wood pr. butts, silencers, lockset, wall dorlor, jamb, 2 lstbp for ja{nb, 2 stop. 3'-0" x 8'-0" S.C. wood door w/wood jamb, 2 -pr. butts, closer, push-pull, wall stop. 3'-0" x 8'-0" S.C. wood door w/wood jamb, 2 -pr. butts, weatherstrip, latchset, ' threshold, (wallstop for doors #22,24)t (lockset for doors #22 & 2'3) 3'-6" x 8'-0" S.C. wood door w/wood jamb, 2 -pr. butts, silencer, latchset (wall Stop for door *27), (weatherstrip, threshold and lockset for door #23) 17'-6" x 8'-6" wood accordion door & f ame. 28 3'-0" x 8'-6" aluminum storefront door with safety glass, closer, threshold, push-pull, and thumbturn. LEGEND NEW STUD FALL TO UNDERSIDE OF CEILING. NEW STUD WAIL W/SOUND INSULATION FORM TYPE/CAULK @ BASE, 2'-0" E.S. @ CEILING W/SOUND BATTS . • EXISTING STUD WALLS. `5'feEL STUD FaUS. ED ILLUMINATED EXIT SIGN. EXISTING 3 TUBE FLUORESCENT '10 BE REMOVED AND STORED OR RE -USED. l N4 EXISTING 3 TUBE FLUORESCENT TO REMAIN. h'F' OR RELOCATED 3 TUBE FLUORESCENT. DUPLEX OUTLET 120v FaL.L TELEPHONE OUTLET, MUDRING, CONDUIT, & PULL STRING ONLY. FoUKF x CUTLET I Zo.. - - oEx-i=itgept_r/p4-r 1 U414te fv.cvim lit a7 11EP?tt loJA1Vdatv'. -IC - . 1 itle4 Licrhe,e Mtt VaptCatip rthoete,6 V.A. WILT v� �IIt, I1ICl �120`l 4? rtocciw ole. fro, Fay �/ `� f�a 1'1t t/tegv Ir 444, U 6 U orrice. PHA0-1aG-( a_ D � O Ir1G i 1 L A 0 IYPIC-AL REfd rI (.0UN1 /6014 E1D RE,t•losif EXI b1106 D c 6 RS �. SAw c.irf NEw! OPENIH G,t 15TALL, NEW 5to��FR0r1Tf D002. 4- 5 -fu cLo 1-tarhEe ELEv 1'i 0 ��Ec DON 11 A- 1410., • J3o3f 6�FILE r r- 4. 41121, z 1 7', 11 c f 1992 Ptd oLE! 1/17i1= (LO Id ''''.-71 y t, -=J N uz PROJECT NO 7(9 f -9 DRAWN BY 0 CHECKED BY 0 D SCRIPTION ti V -- ti ,n a NJ L m W 3 M n O.4 eEYISCt PER- GII Y GoZIZEG-f IONS W vl N c N N H c') M CO N z m CC LLI z 13 W- e 5 -a - EL Ail CO CO CO M iii. • W (5 Uw W °0 ZZ^ QCC C7 0w— CL C Q OD M • Q C Ili CC> T- A-1 0 z�" TiF-Z1z1r-A rg Ca 13 3 t_. 2-4" O L. f Y'ICAL ,l o 2L/ Ci \ U 3 a R -A EtaT19.5_ EN i1 / K • 17 GErt_sr/ • / 1St c3 44, NIL co• --- _ 3—/ I-'1 1-1) .25 _ 949 f- / \ 4' 00 r aet-'II (1�j s r to d 1 pPEN W '2D • O� 7 \N 0,eu 3 Cos,is .nl dO tl 4'� / N '4 3� 3 sI Tee SFr 54° x110 / f 1 ‘P/Ne\ KLID is -se \ /2-3 -IE. 00 40 oh low s-1aNLEg pn J. (: LL U - L�YNk/97 / N fi y 3 3 fi _w /4;39-0 • NZ Q 4CZ Cbt 0 3 -10 y3,, /-i/ too x I'/Z IAOSt CC) tyi 4E T4 ,,r O Gi \ sw /T\ M -10 ffi- L NORTH F I P -5 T P Pk-P,Nkc, F,PLA or= 'PUNT oPTlo N GA RE. INTERURBAN AVE S KEY k1 EXPostiQ UNDER. STAN (z) puacs� Ron F PIA» L CN FEZoM r�rso: PIPi►�t� ro HANGER # i'C_Pa_ L,L_P-E:2) ►►�>✓A lr2 3o :"C)41 PF_NOL *T , ONLY A v 0 -q 1 \t3 • 5-6_ • • Aoa \ J. -- E3 -0 r s E3-0 Z. -L; vJ Nti1 N - Z40 • 0 60 l N 1/ / Si1PiL:i` =y 4 Y ON La i��rrj r> q-0 3 /1-0 / 40-0 11 / / A //-0 • Y-0 G® y • \ O� M �r 3 //-o f '� / N. 14 Z • N y (-1 of i =y 0 -7 \J • \J N ti 0c 0A -V o • HANGER NOTE S DESCRIPTION #1 NoC.-‘Th-a 4 J • 1 0Pc:N TCY _ (on TJL) = 3/8" ceiling flange with rod and ring, 1/4"Xl 1/2" hex head lags into bottom cord of truss. #2 (on` TJL) = trapeze bar on the top of the bottom cord with weld stop rods, ring, rod & hex nuts. Trapeze bar to be 1 1/2" pipe 2"-6" long. / 1'% 3-o • • Roo, p \ 4 1 \ 1T 0 14 40 1 \ • NO yo /1 2-10 /csp / NX 0 • 3 -ID -9 2-fl>_E S 9 6-.3 >— 12.-0 i 9-9 /2-0 z3 \ -d /2-0 P N / o =y (03 i cos, • a 90 0 #3 (on purlins) = 3/8" side beam brackets with rod, ring and hex nuts. -Use 3/8" X 2 1/2" Lags into side of purlins for branch lines. Use 1/2" X 3" lags for mains. #4 (on stiffeners) use 3/8" lag rods into bottom, rod and ring. O 0 To 0 • t -y \ 0 .I 3 • • ` 0 ALL 2.0017 PIPING, n7 Z4 -2 341 tg- FROP1 157 FLOOR C) -Denotes a 1/2" 165 degree 2j C) -Denotes a 1/2" 165 degree recessed chrome pendent head. brass upright head. upright brass head on a sprig -up. Deflector not to exceed 10" --Denotes the existing 6" cross -main. -Denotes a grooved coupling or fitting. 0 -Denotes a rise or drop in pipe as noted. -Denotes a trapeze pipe hanger. -Denotes a earthquake brace, two or four way. -1 -Denotes a nipple and cap. -C -Denotes a plug in a fitting. -Denotes the center line of the pipe. 1) The building is an medical type office building. 2) The building has an existing wet pipe sprinkler system calculated to .39 over 5600 sq. ft. 3) The new tenant -work has no affect on the operation of the existing system. 4) InstL11 a new recessed Hose Cabinet on the first floor with 100' of 1 1/2" single jacket fire hose. 5) Piping under the stairs to be field cut. 6) HVAC & Diffusers to work around sprinkler heads and piping. 7) Branch line piping to be Dyna -Thread, Crossmain piping to be Dyna -flow. 8) New piping First Floor is calculated for .17 over 3000 sq. ft. of pendent heads per WSRB. 9) New piping Second Floor is calculated for .13 over 3000 sq. ft. of,„pendent heads, no revisions to the existing upright heads. 10) Hose stream allowance inside to be 150 GPM, outside to be 750 GPM. 11) See calculations for pressures and flows. 12) New piping to be Hydro tested at 200 PSI for two hours, call Tukwila Fire at -575-4407 for test and inspection. 13) Tiiis system is monitored, notify the alarm co. prior to shut -down and reactivation. 14) All EQ bracing per NFPA. 15) All hangers per NFPA and Truss Joist 16) Heads as shown are not in the center Corp. of ceiling tiles. 17) All new tenant walls are to stop just above the ceilings. CCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The draWingS affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept MAI -Lions, deletions or rensions to these dr-Yin-1gs after I -11S date will void this acc..ept an a?, ani vvill Final acceptance is subject to fielJ- depart- nt andgwethis lob No.,,a72-:: 0 50 and exact address for shut- tlewn or restoration apd,rovat. FILE CONTRACTOR S LICENSE Lic # RELIAFP 102L1 Reliance Fire Protection, Inc. 500 South Lander Street • Seattle, WA. 98134 REVISIONS APPROVING AGENCIES JOB NO DRAWN BY DATE SCALE DRAWING NO 2.14-4.0 Q S E 4o FLoOQ. G, PLAN SYM Bo L \\\ OTEs 33 Nay ' 11 ® LJE-NOT S A 'tip \ ( ° C14201< -1 E R c _SSE D PEl1Dk.34T STR+R t`'- s r VnoD . " LO -22 Q E.1.107E. R ucawv D crVe Sl,FET Re ck, CE\Q. ,1 C, - • • I 1_1 V1k-01t`11 L STo2k.- FR2o1.1-r - Li • • 4 -°- STTArQ No anew 4P°SED .Y • WWWW • Iwkwalernweewawwww•Wwww.....41w - r i ! _ t • • 1 � t 3 4-- • ;`‹ 1 s 4- t r • e l L. nawanearenenneWewer Q r („We 0 EXPDS2S7 NO CEIV NEa, (.wi3 Po5ED Pier, r • STAIR.- f ,Coi=SSS ` • • • t- 0 I • j 1• t eeewelneeelln wWW 0 1,11- • , • F RST \ LOO R 78%Ace) Not RA C.:E A La N (. OTOS Wrz-W oR CEA wF\C-E. N Rt �.S 5 -To P O°ITES. WADS .1Z7' RUOr� :3u�7 A O'JE Cr -11,J UG, T0, .3� S PR1�►KLF ,s Ay& NOT 1N -CAA `` ,, CENTER o: TILS 14\4CAC� D ANK & \-\Ear L c of S N D L+') 5) f R CE\ L.l t' CSS AT 8- lot Lc o1L • • ,as 0; , • E.LPoSCD N O GFr,1L-11.1 (., Z1-4 4 `) NS °LAT►or.l� `-I,04 PU RL.1 tis R-0 NEW HcaN(,E_R. PtNZ PLr) F x 13-r► NIL, coR+= C3RANc-t\ ua.1E-5 r -a O c.11g N ‘£, Z g Z m LINE. BRAtuc.xi t/ "Z. l(oSa C4iP..ONI_. Rtr-ESsZ,C - PEta0ENT 13 EARS TN F, O UT510E W ALL r STo� F -Korai �� • / 57 FL oo- • Zy" TSL Q 2.4" oc. 1 ocFK.ENa4 Ak15 To "3 -UST Ri3CNE cFa�l.dv e 'N P. l�,t ° OFR ' FIT Fig. N� ao,s JL Ila E)A) Z`14) X00 Q. cR o3.5 t A 1 P,f CZ CL i 11 AAA_ EXIST nit„ T E tvi N6,vt IST FLOaR &RAKic_.)-4 u \ 1, 1/Z' 11�5 cNczot-'‘E, RECESSED PENDENT - U o -1".1f). To TUST 146o‘1E. �L1*►tr.S rl Pi NEW I5= RoraR �Ro�51`1 Rtv.► • 1_Liv-1-1131.1 v1E.vi ACCEPTED` PY WASHNTON SLRVEY1NS & RATiIiS FREE! SEATTLE WASH 119?► AS revering stem oor additions as recommended on ther attached however, changes sheet(s) will result in mprvcd rates r Acceptance showapplies thereon plans as Submitted and for const-ucr� n "rid -f• 1pa Cy shown installation subject to mzue O- va u us condition t �oepianceea tc,1 ratNs vr'rey are to relative nut to becont - st,t.ed . s oaa,ing in any '.rr^ `1e q ,estton et whether due care has been exercised wttn respect to possible liability tor personal in - fury or damage to property It is recognized that hazards which may result in loss still exist 3 77F? CONTRACTORS LICENSE Lic # R102L1 • REVISIONS • • CUSTOMER: G A 1�W A,1 cogPO� $ • wWW 0 1,11- • , • F RST \ LOO R 78%Ace) Not RA C.:E A La N (. OTOS Wrz-W oR CEA wF\C-E. N Rt �.S 5 -To P O°ITES. WADS .1Z7' RUOr� :3u�7 A O'JE Cr -11,J UG, T0, .3� S PR1�►KLF ,s Ay& NOT 1N -CAA `` ,, CENTER o: TILS 14\4CAC� D ANK & \-\Ear L c of S N D L+') 5) f R CE\ L.l t' CSS AT 8- lot Lc o1L • • ,as 0; , • E.LPoSCD N O GFr,1L-11.1 (., Z1-4 4 `) NS °LAT►or.l� `-I,04 PU RL.1 tis R-0 NEW HcaN(,E_R. PtNZ PLr) F x 13-r► NIL, coR+= C3RANc-t\ ua.1E-5 r -a O c.11g N ‘£, Z g Z m LINE. BRAtuc.xi t/ "Z. l(oSa C4iP..ONI_. Rtr-ESsZ,C - PEta0ENT 13 EARS TN F, O UT510E W ALL r STo� F -Korai �� • / 57 FL oo- • Zy" TSL Q 2.4" oc. 1 ocFK.ENa4 Ak15 To "3 -UST Ri3CNE cFa�l.dv e 'N P. l�,t ° OFR ' FIT Fig. N� ao,s JL Ila E)A) Z`14) X00 Q. cR o3.5 t A 1 P,f CZ CL i 11 AAA_ EXIST nit„ T E tvi N6,vt IST FLOaR &RAKic_.)-4 u \ 1, 1/Z' 11�5 cNczot-'‘E, RECESSED PENDENT - U o -1".1f). To TUST 146o‘1E. �L1*►tr.S rl Pi NEW I5= RoraR �Ro�51`1 Rtv.► • 1_Liv-1-1131.1 v1E.vi ACCEPTED` PY WASHNTON SLRVEY1NS & RATiIiS FREE! SEATTLE WASH 119?► AS revering stem oor additions as recommended on ther attached however, changes sheet(s) will result in mprvcd rates r Acceptance showapplies thereon plans as Submitted and for const-ucr� n "rid -f• 1pa Cy shown installation subject to mzue O- va u us condition t �oepianceea tc,1 ratNs vr'rey are to relative nut to becont - st,t.ed . s oaa,ing in any '.rr^ `1e q ,estton et whether due care has been exercised wttn respect to possible liability tor personal in - fury or damage to property It is recognized that hazards which may result in loss still exist 3 77F? CONTRACTORS LICENSE Lic # R102L1 .._ - _ rELIAFP Reliance Fire Protection, Inc. 500 South Lander Street - Seattle, WA. 98134 - Tel: (206) 682-6636 : Fax: (206) 682-6744 REVISIONS CUSTOMER: G A 1�W A,1 cogPO� $ CTR. B LO,, , TENc .x. ADDRESS: Imiltiza Jett RV g_ S_ i. 50 \33 CGtzTz.wA,+ - per. APPROVING AGENCIES- - PROJECT: OP - o C.AR�.. r �oRK. SCALE _TvKwILA,wa. DRAWING NO. WsRa - E.t4 DATE TU 1,(N.A•.A FIRE. JOB NO DRAWN BY_ - AtZc.41Tt-c.z[ L gz0110 N• INt�RN1 , 0309; 11$"=-Ci h 2.; OFZ- G• H P 1 0 P'irzfG L"+% a ¢a..GVG (ro65t-,- GK (S r i+1Ga (p" %✓t, 2.1 t.A Pie F I z E Ra.�sG t Ric OSS 2Ls.4-<- L ve.v 12'10. An tY Fl_OOF� Pt.. �•.h•.i Ge+ -►E. 1 -AS % , T1'Pi c.c.c. pROP T» A.L3.3s7," b4-2. -cpczop "44PPLL -ra $e l . 0 - co , u...> .fl . 2.To scjza;a.,_, QOC •1 /S' -P —44 # t5.• of Ws" - r - • uwo• 1,1 Lao. -rt. ��--t >,•�>� o� �l JoRK \ G \ t -s \-r r P -�►-�= t'L 1 N SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE. TYPE t FINISM QUAN TEMP • •6$Lof�G GHR \ V7u \ t REVISIONS MK DATE 8Y A A CONTRACT NAME: cam, e. , St...4G moo, A .5, \�`�S'" TLSIGWL‘41/41*% PAT1UOTFI RE PROTECTION 2004-A 48th AVENUE CT. E. TACOMA. WA 98424 FAX (2061922-6150 TEL (2061926-2290 PATRIFPO99L7 DESIGNER DATE SHEET JOB NO. p F't= :cam 9 - 3 - X32 1 OF 12 ..'�•qa TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. V"5 t and exact address for shut- down or restoration approval. ACCEPTED WITHOUT COMMENTS. • AS NOTED IN RED �] PER THE ATTACHED LETTER The drawings affixed reviewed and accaote Tukwila Fire De .,t. A l or revisions to to date will voii thi • require a resu r; -.i L.1 hereto have been by the City of Mons, deletions n;;s after this n will Drawings. Final acceptarr G) field - inspection by a re, r�� n-,ative or this department DATE:, /92- BY: CITY OF TUKWiLA 55-440/ L_J • - • Prit.) 0 R • -1) T •=_-- _ • a i 4_4 JJ4 • L SUPPLF5 5A.VPI_E Room . . . Li Li L L__ * • - I .__ _ ,._ - 7,71204,5••• _ ... .. 1 _ .- j ..." 1, ' ...... i .1 ....,n ...._- '. • Li - -- C. _I V.P. KGT6. 124LI1 DE) r • .......--71- R.-E_S ..- ,,--- ,r0 ,...!.,:, _ -_•__ .1 1 ,fr../3.4tin. ii ..s... -3r • . 1 - t FEED - _11 _ int TLZT AT Ae• .`0". v. fl 0 ION • I tj • t , x x x 00."-' 6 !to OLM-ET AT AGP a..F.r.-• 17" • i ' • 1. t =0 V • • -=_ - - •1 .6 r-- 41"1:1- Pt'- •7• 11. Pl-A• - OPEN OFFCE----- L7-2 0 0 A.M..•••••••• roarJE SA -E5 11 1 - • :1- a-IC.71 1 r-- t - PRINTirsi& r-f5VE S.LS "f s s' • 710. - • 4". • " 2=1. PAG:< -\617s6, r2.)) - teSCE SALES ‘,./01E:•1 JAI". _ PR111716, SAMPL.E ROOM 'tt r I - 3.4SZ PEED ; .. • ,ca... IF:- .--. i_. _ -'-'-''' " ••• rt . , .7 _" . V' 'ft!". __-"Z".....1. -.. -__ - -- - -.L-r- ....."1"" "•••••• • • --77"7,0"•• '',W,...14.....,..-• -f.I...1."•- • ',:••• t 1-0 6 - SPI -E R001"-1 173 ..•••••••••... PURGI-1A516 18 - Er "St E S N. X- • - ••- - •. • 1," " • tt•ZI:r.r,',""' • --t7 • NORTH 11 I PACIKA6.7* E421.PrIT 11 a 8 X 1--0- CONCRETE BUMPERS Le-G-SVN3f.) F, Ps. C.?. ( Pao v‘oEic. 6•I Ori4 .RN-CDIONIC-5 5'700 ltsZ) C_SD PA MOM cp,Toe__ 'Ft _ /VACANT a NOTE 71" ELEC ICAL FOURPLEX OUTLET DUPLEX OUTLET LIGHT ..wiTCH 'OCE ./ CAM COMM. LINE FAC-M._LINE 'ALL 7 ELEPHONE OUTLET CATER L!NE FLOOR TELEPHONE OUTLET FLOOR POWER OUTLET THFRMOSTRT 1. ALL ELECTR_C__RT_WORKSTAT.ON 10 BE wiRED D.RECT THRU PRNEL BASE FEEDS. 2. EACH 'dORK STAT .0N1 TO tiA /E T.7.LEPHONE/ORTA L)NE PER PERSON 7 77 • - 1ST FLOOR PLAN SC9LE: 1/8" = 1- -1` fs.e- DcQ1 • • f CCEPTE WITHOUT COMMENTS. o AS NOTED IN RED O PERTHE ATTACHED LETTER = The drawings affixed hereto have been reviewed and accepted by the City off ,-.„4"_ .T.Uk•vvila:Fire Dept, Additions,.-deletiOns or reVisions to these--drawingS:after.4,thi. „late will void this acceptance andW1-11:--- ...equire a resubmittal of revised drawings: Fin -31 ar:cedtance is subject to field- nsdcci )n Cy a redresentative of this DATE: 7/9L., BY: 15-(2,,-; CITY OF Ti_II4WILA 575 -4401 REVISIONS DATE REV IS ION #1 2-5-92 ALE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job -,, No.9. -I-0 and exact address for shut- down or restoration approval, NtCT 1-- 1 SQUARE FOOTAGE OFFICES 11,656 S.F. TOTAL 11,656 S.F. . -- 7 . FIRST FLOOR PLAN f-3•' 3C 1-7e7A-1 • Courthouse Plaza N.aoy-ton, Chia 15463513-222-6323 Scale:UW1'8" Octe2-17-91 Grown By:FC-RL Zellerbach Gateway Corporate Center Rpproved By: oocen, ty\cL,_ 011 Seattle Tukw WA Ls Li ' I i.—LJIFIJI!.5;1__:L. 1:1 eOL L033'' L -r0, 1 1.J v,„'C� 000000 I ELEV. H1303- ., ..` ,: C.44T5 Iu °GONF. III � 1f4 1 7 ` -1 C101:100_0_ CONFERENCE #2. 1421 a W -ARE- 3LS= ELECTRICAL • 9 $ FOURPLE7i OUTLET DUPLEX OUTLET JGH r 7 ',DICE CATA L ^M.4`.t. LINE v F • * NOTE FAX COMM. UNE NALt TELEPHONE OUTLET CATA COMM. J: iE FLOOR TELEPHONE OUTLET FLOOR POV.FR 'D'JTLET Tr1E i'.4c 1. ALL ELECTP CAT WOR,<S T ATIONS TO BE 'WIRED DIRECT TNRU r STaIRS1145 —, PANEL BASE FEELS. EACH WOPKSTAT,DN 'O r4A'IE TELEP'-4,-)NE.'2ATA _INE PER PERSOt4 OPEN •:'FFG= 14-T.1 iJ CREDIT REP FIRST . FLOOR BEL 2ND FLOOR PLAN REVISIONS DAT REVISION #1 2 '�=-92 SQUARE FOOTAGE OFFICES 1 1,656 S.F. TOTAL 11.656 S.F. SECOND FLOOR PLAN Courthouse Plaza N.E. Dayton. Ohio 45463 513-222-632. Scale: 1/8"=.1.0” 1 Date: 12-17-91 'Drawn By: FC — RL Zellerbach — Seattle Gateway Corporate Center Tukwila, WA REMOVE EXISTING BULKHEAD 4 STOREFRONT. REPLACE W / NEW STOREFRONT DOOR 4 REL ITE 24'-I1 1/2" 24' - 24'-6" 24'- 24'- • PANEL BASE FEED 24'-11 1/2" RECEPT. tt VENDOR CONFEkENCE Ln L.) 0 LC) N 0 Lr) SuPPLIeti hAP'1PLXh 14 HALL 15 1 SURFACE MTD. 15,4'-10" FIRE HOSE OUTLET AT 48' AFF. 30' FOWICA WORK COUNTER W/ CABINETS ABOVE AND BELOW 4'-0' X 8'-0' X 3/4' FIRE RATED PLYWOOD FOR TELEPI-ICNE SYSTEM (ENTIRE LENGTH OF Ur,4LL) TELE..1/ PRINTER MAIL ROOMROO CUTLET AT 48' AFF 220 V,n, V.P. SALES 231 MEN 6" STEEL STUD WALL WOMEN - LOUNGE 13 RECESSED FIRE HOSE STATION CATER D ISP., COFFEE, ICE 7. 0 LO N N Lr) I 03 N lyP OPEN OFFICE 122 j A _L EXPOSED COLUMNS It FINISHED cinArPS to BE FURRED IN 3/4" FURRING S Fr. t7fL. 4/A-7 MOVEABLE PARTITIONS N.LC. TYP. PA BASENEL. FEED i —ti IOL I///t f/N///i vesmiiuiliwi// -9/a t o 6.41Lt IJIrW ler-114.1kto WALL. 6EE ITL. 13/511:7. P4NEL BB ASE FEED 10 PARTS II�1 @CLOSE iC7 STAIR 10 3/4"± PANEL BASE FEED• PANEL BASE FEED RECESSED FIRE H0SE STATION V.P. PACKAGING V.P. SUPPLIES 1201 to- SPRINKLER RI 2'-8" MIN. REMOVE EXIST'G O.H. DOOR FILL N OPENING W / SMOOTH STUCCO FINISH. FURR INTERIOR W / 5/8" GYP. BD. OVER STEEL STUDS • 24" 0,C. 4 R-11 BATT INSULATION ALkG1J ` -they cl.EAF% IraE e)(1- 4-14 0, ii. CVA,CaN'12 /A61. FLOOR FLAN IN" SCALE: 1/8" ■ 1'- 0 EXISTING OVERHEAD DOOR, LOCK AND FURR INTERIOR W / 5/8" GYP. BD. OVER STEEL STUDS * 24" 0. C. AND R-11 BATT INSULATION. FLOOR PLAN AND WALL TYPES 3 5/8" METAL STUD INSULATED WALL W/ 5/8" _ GYP. BD. EACH SIDE TO +18" ABOVE CLG. GRID P'p►Ail a SoUIJD Ever At -L P rpooM WALL, _ UNI -ESS ALL ARE 3 5/8" METAL STUD W/ 5/8" GYP. BD. EA. SIDE TO UNGEPr-ACe GLC., GRI[ 41IM - ' 11J Za9�. W/ 5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF t K A29 -/E WALLS TO BE REMOVED 6" MASONRY SHEAR WALL (SEE STRUCTURAL) FURR ALL SIDES W / 5/8" GYP. BD. OVER -&'" STEEL FURRING CHANNELS 24" 0. C. 6" MASONRY 54-1EAR WALL (SEE STRUCTURAL) FURR ALL SIDES W / 5/8" GYP. BD. OVER _ [ J'' 1tEL s -71.1D5 G 24" 44.. PURR ExI TG come. F31JLKJ-I�,� CPS L LL5 t4 ' G`rP �. O'.J 31"' L 43ruDs 2411 O.G. t R -It E3A-rr INsULATIoN - Code: Zoning: Seismic: Construction Type: Occupancy: Allowable Building Area: Parking Building Required: Shown: t • NOTE UBC 1988 M-1 Zone 3 V -N Sprinklered B-2 - - Unlimited, 60'=yards on all 'f sides, and Fully sprinklered. X48 Stalls 2y9®—Sta11s -E1-..CT!C4L FOURPLEX OUTLET DUPLEX OUTLET LIGHT SWITCH V VOICE / DATA COMM. L'NE F FAX COMM. L INE D W "WALL TELEPHONE OUTLET p D DATA COMM. LINE ® FLOOR TELEPHONE OI.T_ET ® FLOOR POWER OUTLET - CQ THERMOSTAT - 1. ALL ELECTRIC AT WORKSTATION TO BE WIRED DIRECT THRU PANEL BASE FEEDS. 2. EACH WORKSTATION TO HAVE TELEPHONE/DATA LINE PER PERSON 1 - - INTERURBAN AVE S 1 at z FILE . _ , Li 410 T;n 4'.,.. PROJECT NO S70+_ q .< a o CHECKED BY a 0 DESCRIPTION 01 c 0 4 W o S s - n N s co ui z 03 0c Ir LLI 1- Ere CIO EL- laiX z r- fV O 0 z_ co LL. COID a) CO ACCEPTED KWITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have be reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletio or revisions to these drawings after th date will voii this accept3n,e and wit require a resubmittal of revised drawi Final acceptcnce is subject to ficl 1 - inspection by a re,.reentative or tnis department - 1 DATE / 23 j2- BY 5!7—. _ CITY OF 1 i WILA 5/5-443, TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No./� r- and exact((address for shut- down or restoration approval. SQUARE F00 i- -- = OFFICES 11,6E - TOTAL 11,65.. =. L - 0) L.1 -------------- 706P3 A�1 141'-5 1/2" 24'-11 1/2" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 25'-3 11 PRESIDENT 51 LO88Y 401 42" 1-41G1-1 RAILING 3'-8', 1'-4" ,4'-1 V4''.4'-1 1/4' dlipg SECRETARY (501 PANEL BASE GEED VP ADMIN. 49 48 6" STUD WALL X X -e 4. 14'- 4 1/2" 0 5'- 0" FILE AREA 1551 9 lb' HIGH WALL YP. $ ;t 6' HIGH F'ARTI ION WALL '55-t" 5 f L. 02'11012 (®Z41ct, wi 5,a CA?. D. da1-1 6136S 251- 0" CONFERENCE *2 42 LUNCH ROOM (431 CARPET BAR COUNTER W/ UPPERS, SINK X 5'-4 1/7" RECESSED FIRE HOSE STATION OPEN OFFICE 41 MOVEABLE PARTITIONS N.I.C. TYP. FILOOR BOX i Ip 5' HIGH PARTITION TYP. 1 FLOOR BOX l FLOOR BOX 3 5/8" METAL STUOlp INSULATED WALL, RUN 5/8" GYP. BD. TO 18" ABOVE 2nd FLOOR CLG. RID. EA. SIDE, RUN STUDS ABO 2nd FLOOR UTARENOUSE CLG. GRID AT 8' /C FOR ' BRACING 5'-1 1/4' 15'- 1 1/2" 3'-10" 24'-I1 1/2"± NOTE: FIRST FLOOR BELOW RECESSED FIRE HOSE STATION 10 3/4"+ NORTH 2N1D FLOOR FLAN SCALE: 1/8" = 1'- 0" U FLOG PLAN A\D WALL TYPES 3 5/8" METAL STUD INSULATED WALL W/ 5/8" GYP. BD. EACH SIDE TO +18" ABOVE CLG. GID 3 5/8" METAL STUD W/ 5/8" GYP. BD. EA. SIDE TO 11NDEetIDE OF c .1r- GWD 3 5/8" METAL STUD W/ 5/8" GYP. P. EA. SIDE TO UNDERSIDE OF ROOF DECK WALLS TO BE REMOVED 6" MASONRY SHEAR WALL (SEE STRUCTURAL) FURR ALL SIDES W / 5/8" GYP. BD. OVER 7/tp STEEL FURRING CHANNELS 24" 0. C. 6" MASONRY 5I -TEAR WALL (SEE STRUCTURAL) FURR ALL SIDES W / 5/8" GYP_ BD. OVER _ 1'z' grEEL. s-711D5c 2s}" o.�. PJRR, EXI�i'G COW.. 13tJLKHrA2 GR 1,•441-1... S VM" 61"F per. CA./En3 4 S-fEEL 'Tt1D5 C? 24 O.& P. -1I E3ATT INsvLA.T1oN • NOTE EL ECTRfC4L- FOURPLEX OUTLET DUPLEX OUTLET $ LIGHT SWITCH VOICE / DATA COMM. LINE FAX COMM. LINE WALL TELEPHONE OUTLET p D DATA COMM. LINE 2 FLOOR TELEPHONE OUTLET ® FLOOR POWER OUTLET D THERMOSTAT 1. ALL ELECTRIC AT WORKSTATION TO BE WIRED DIRECT THRU PANEL BASE FEEDS. 2. EACH WORKSTATION TO HAVE TELEPHONE/DATA LINE PER PERSON 7124 REG;STERFD \�i I 1 �: ♦ �1 1 L 1, DAVID E. KC' LE Lsitoi Ut WHjrlll'y�ll PROJECT NO. DRAWN BY ww 0 CHECKED BY a 0 8 o Iy V �v LN- L C. a N- ~s 41vvi 7m Vr w o cr6 W Y \�1g \� Cr � rA c >co rn rn co M CD SQUARE FOOTAGE OFFICES 11,656 5 TOTAL 11,656 S.F CO 03 A1:74,)[191 cc'wA-Cale TENANT :ZELLERBACH 1L cc co W C 1- Z� W U Z W cl5 O Q0�' CCs° OWZ a>� EC Q O CD Ud Q m � ct W CC> Q0 m 0 �' ! CITY BLUE PRINT 141391 1 _►J 1,f) 1() tfsEE CT» OR IS Z.4 L, DETAILO FOR < ors) O-!� 2-0 INSTAL- �NEWZ'/i �$ ©- 7 tv la) N PnA L INSTALL. 2'h" UIC G ON Z'4'SN (3) Pu4C 40 ti IA D 'J ,a l o, ay N 0 N f 7� 11/ wt, .......N.: clt '1 �� J sEMavt i: -.1)(t -s1 4 I IN WFS-r ) �, of (,KID '-` Ir.IsTAI-I- 4 +/K i CAP ON REIVNINC, PIPE , N i �I 14;6-.1 5y ■ ■ ^� f ■ ■ N ■ JokikA 0 1449 • cca J ", INSTALL_ 11. • c) 144 17-0 I1/4)(b' aadifiF 11-0 912A 1-0 4-0 Nit RE FIANG-2.-1-147'',IN0F41/ ic GRID 'C at LI 12-3 a 112 9 12A sat 0 405 OtSti, *61 Yi IL- tts3 sr) 0 12 IL 7 til 11) (14 1.11 60 4.DAirAED ;)1,1,STING PIPE- 1-0 REMOvE Vic Tr_e TD? eTh V(Tht"\i"--)--/—Nr Avx 0 141; CZN 4,0 2- 12 Cee 0 13 0 19 i AFF LiTS tiA ct ts PA tLi s 040,4 rok 411 4.1 0 J0131=r :11-o141 A 11.9 4111 4 Ilk ..1.111.11111.11.00111 0 WD o 44-24 tvw 404 j, vi 2 4. e 60 —171 ut REVLSED IS RA NCHUN -e- NEW TENANT: I, ALL- PIPte,,tcl ft - HANGER LEGEND A COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR 2 • WAY EARTHQUAKE BRACE + 4 • WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE Lai PNI 2 2- 1 SPRAY 16 8 16 2 1/7 17 32 SPRAY 3/4 1/7 8 16 2 DRY TYPE TEMP RATING 0 zz 1/2 SPRINKLERS USED Srm SPRiNKLER ORIFICE $1zE, TYPE & FINISH OUAN TEMP Az' two TOTAL 41 FITTING LEGEND APPROVALS REQUIRED FSN HT PREP SHAPED NIPPLE • HOOKER 1 MT MECHANICAL TEE PESN 'PLAIN END SHAPED NIPPLE • PIPE -0 LET SN SHAPED NIPPLE DISTRIBUTION TSN THREADED SHAPED NIPPLE \ WELDED ZF ZERO FLEX GROOVED COUPLING QUALT1"--CONTROL BY APPROYE0 FOR FABRICATION BY DATE DATE '---APPRON'ED FOR INSTALLATION BY DATE r GENERAL NOTES 1 AEt MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS ApPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH &PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, *NsEFtPTAI0PANM:IHLET NO 13-1983, SECTION 3-10 3 5 WITH NFPA PAMPHLET NO 13, SECT,ION 3-15 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL w IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 3-12 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES WM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE' AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 8 ASBLYYLSTWoEM.ITR:::: EECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY 12-24-41 mtiN 0/141 A A CONTRACT WITH CONTRACT NAME. I -plc -WIC -0N' WA PREPROTECTION ATRIOT 2C04-4 48th AVENUE CT E TACOMA. WA 98424 FAX (2061 922-6150 TEL (206) 926-2290 DESIGNER DATE SHEET OF 3 1 JOB NO. 1 -01g7 -Niativatatuatt, tot 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 Y+ ff 'r$ Iw mrrwlKgw+Mn�/ (-D r ✓r N f` u -l1Z t ir 171-0" HANGER LEGEND A "U'! HOOK V.4 -7"i 44 103 lob FT it ) r B COACH SCREW ROD C "C" CLAMP 0 TOP BEAM CLAMPW)IV'f s, E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" DOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR SEE DETAIL. T 4T. Irat 41--w. 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE SPRINKLER LEGEND I Il!! I 1 IrvV 0111#1111 on r tNe 10rryWIryNN MI m1 n111'1N1w1rIpMIN111, pIN.N WARE Hoof,E ..r,1W/A, $, l '1 M51f II JI u1r uuMwulw#r14w1 I III Iyll rlr#rf IM N#AIIM11!14 ......1/ SPRINKLER ORIFICE SIZES AND TYPE SPRAY DRY TYPE TEMP RATING THIS AREA I -IAS lager) Ago VE_ THE.c_C-ILirkl5 SPRINKLERS USED SPRINKLER ORIFICE SIZE, TYPE & FINI.511 5 CI Tog c FITTING LEGEND TOTAL APPROVALS REQUIRED • VICTAULIC FIT FSN FIT PREP SHAPED NIPPLE • HOOKER MT MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE • PIPE tor SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE WELDED ZF ZERO FLEX GROOVED COUPLING DISTRIBUTION CITY OF TUKWILA OWNER/ AR0-1 3/ex 17"A T -R49 1146 NuTi WA SN WELDED OPPOSE -CI MEG N TEE P - BulTE.R. BALL VA. 1 N TAMPER. AC.CESS PANEL, IF REoU1RED, 1/z' FIPE sci-leDiJi..E 10 ol CITY BLUE PAINT FIRST FLOOR PLAN 1.4 017.1; 4114- 4671) Evvrz akix SS U R54 PE -NOWT -3,-N 7-1471, LAO eocii MAIN EAc.A SND s PAN (4) rRossizs T- 1-IAN6ER DETAIL DRoP ANC) ,s -mg -op DETAIL NTS ';J TRU SS HoLE BY WASHINGTON SURVEYING &RATINGBUREAU SEATTLE, WASH JAN B 19q? however, system changes or additions as recommemded on the attached stieet(s) will result in improved rates. ACCepteeCe applies to plans as SUbMitted and for construction rrri,r1,,ccopancy shown thereon Om h, All coMMents and acceptances relate exclusively to relative effect various conditions upon fire insurance rates They are not to be con- strued as bearing In any way upon the. question of whether 'doe care" -has been exercised with ,,eSpect poxsibile liability tor uervnal lury or damage to property, It is recognized that hazards worCh nlef result in loss still exist. 17 Fi ACCEPTED )g. WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of TukNila Fire Dept Additions, deletioils or revisions to these drawings after this date will vol.] this acceptince and will CITY OF TUKWILA TUI(WrLA FIRE DEPARTMENT Please cad: 575-4407 End give this job and exact address tor shJ - down or restordtion apdrJval. 4 5 6 7 8 9 10 11 12 13 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1 6 ) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 .5-3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 V) 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 1 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN 7 OWNER TO PROVIDE ADEOuATE HEAT TO PREVENT WATER IN PIPES ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDEO ""'". Br OTHa.124 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTI-IER‹ PIPE NOTES 1,WELDED PiPa 4" DIA sMALLCR. TO BE ArtMoVCks To BE. sem 40 REVISIONS MK DATE BY /\ SAN 1-F1392 CONTRACT WITH go, gox 33q7 Pl-l• 3t7-1111 SITE 244-1181 CONTRACT NAME -rENAN-1- ImPRoVE:MEt-rf FOR,. SO citr CO .4(4,4104 104,V f 1 1022 14 i303c6'4-7ru/g-7 ,oe, It7 IOT CTION DESIGNER-* DATE TACOMA, WA 98424 FAX 12061922 6150 TEL (206) 926 2290 SHEET JOB NO,.. OF I 1-01A7 16 1 2 3 6 7 8 9 10 11 12 13 14 15 16 2 ®- 2Q = c ZA'-L' 3UC `uJ 9 1 ■1 I!L I 0 0rC) E 4 6 Sf`C s4TIttl Fr4-G': 7-1 foS comnrqu1}T10tJ 36 E 0 -/1,3491_ -- <®23�Z AFF- WAREt OU;E w/A s. t - N I ` k 4 4 Do G - r a tBrE- Fr , o 4.1 \ _ r- I 1` i4 6-0� or- 1- o I - oG P o F IBS I .r � I r FIRST FLoOR E4LLOW ti ; I sL©` ;•s /13 R� �{ (ol_) ' t4 SECOND FLooR SPRINKLER PLAN Va`I'-0" FITTER / L I sTh R I\I OTF 5 1 TYP c.N 13 R -c. AF r U N 0. (2-1'a" ABOVE 11-1. FLOOR) . COPS ARE 1 6-c) vv/ADN. 3 LINES ARE 2.3 �" AFf= MAINS ARE 2-7 5'Y A,FF Q SEE SNT, y 1 FoR koor SPRI NKLEKS, 5 ALL HANGERS AT T14E, ENb or- RRANf_NI ,NCS To (3E WRAP— Aftrx,)Nh T*1'I%F c,,TYP LINE HAW,CL To 13L EYCLLi , ATR , ! RING; n .,rwww., ( ddi 0101I'o.a/W. ,pywIMN,Awr,r+1110,lY N•M• N^n"Miwu'rr„. HANGER LEGEND "U" HOOK B COACH SCREW ROD C "C” CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" DOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T U V W X RELIABLE `Co' ' - w 2 WAY EARTHQUAKE BRACE iv 4 WAY EARTHQUAKE BRACE "O STRUCTURE TO CENTER /�J LINE OF PIPE IN INCHES SPRINKLER LEGEND ccp ach= SPRINKLER ORIFICE SIZES AND TYPE 5 16 8 16 2 SPRAY OO 1/7 O m 1 17 32 SPRAY 3 7 1 16 2 SIDEWALL 8 E Q 3/4 1 1/7 1 DRY TYPE 2 Jnaf TEMP RATING 165' 212' 286' 350' 500' g 1/2 0 ZS 1/2 1 a 1/2 1/2 SPRINKLERS USED $YM SPRINXLER ORIFICE SIZE. TYPE & FINISH QUAN TEMP O V1 REL. 5SP cN/cN Incl 165' TOTAL FITTING LEGEND APPROVALS REQUIRED F VICTAULIC FIT w.s FSN FIT PREP SHAPED NIPPLE cl`T'v OF TuKWIL A H HOOKER MT MECHANICAL TEE owNR/ AlLl- PESN PLAIN END SHAPED NIPPLE P PIPE O LET DISTRIBUTION SN SHAPED NIPPLE \A4-5,1Fi 1 TSN THREADED SHAPED NIPPLE CITY 0F TUK\ /ILA 1 W WELDED ZF ZERO FLEX GROOVED COUPLING owNng/A2GN PATKfor QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 S 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 10 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 31 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 37 AND 3 6 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED —! BY OTS ERs 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY O11-IERS PIPE NOTES I. v./El-DSC) PIPE 4"DIA, e' SMALLER To BE ALL/ED `5 'P,E2Fib'; 5"0IA LA12C.ER TvL3E ScN, l0 2-MR1=ADE.D PIPF_TU 13E 5tH 40 OR 1)(1-: ' ALL ARMOVERS TO BE Sch.40 IF 2-0" OK LE -SS IN LEN&TH, REVISIONS MK DATE BY CONTRACT WITH S. A. Eos eox 33976 SE,A-rr1 E WA y 813 3 PN, 347- 2191 51TE 144- 011.87.- CONTRACT I1$2 CONTRACT NAME 'TENANT- IMPROVEMENT FOR... ZELLERBACH RLDv, GATEWAY CoRPCI+ATE cf=N'TC.R I NTERUR6P N AVE-, s. 133,4 TuKWILA ; WA, u FIRE PROTECTION ATR I OT 2004-A 48th AVENUE CT E TACOMA WA 98424 FAX (2061 922 6150 TEL (206) 926 2290 PATRIFP099CF DESIGNER DATE M.NIETZGER IZ-24-g1 SHEET JOB NO 3 OF 3 1I-0IK7 CITY BLUE PRINT 10 11 12 13 14 15 16 /\ CONTRACT WITH S. A. Eos eox 33976 SE,A-rr1 E WA y 813 3 PN, 347- 2191 51TE 144- 011.87.- CONTRACT I1$2 CONTRACT NAME 'TENANT- IMPROVEMENT FOR... ZELLERBACH RLDv, GATEWAY CoRPCI+ATE cf=N'TC.R I NTERUR6P N AVE-, s. 133,4 TuKWILA ; WA, u FIRE PROTECTION ATR I OT 2004-A 48th AVENUE CT E TACOMA WA 98424 FAX (2061 922 6150 TEL (206) 926 2290 PATRIFP099CF DESIGNER DATE M.NIETZGER IZ-24-g1 SHEET JOB NO 3 OF 3 1I-0IK7 CITY BLUE PRINT 10 11 12 13 14 15 16