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PP - 12720 GATEWAY DR - GATEWAY CORPORATE CENTER BUILDING - PERMITS AND PLANS
12720 GATEWAY DR ASSOCIATED PERMITS 18-F-171 09-S-175 90-333 13-F-236 08-S-436 90-302 13-F-056 07-S-097 90-0207 13-F-045 07-S-092 90-0194 13-F-036 07-S-025 90-0103 12-F-233 05-S-062 90-0026 09-F-181 04-S-202 90-0021 08-F-525 03-5-201 90-005 08-F-464 00-S-028 889-231 07-F-98 99-S-356 889-174 03-F-211 98-S-077 889-160 00-F-123 97-S-085 889-117 18-S-176 96-S-321 889-041 13-S-232 96-S-319 888-246 13-S-050 93-5-292 888-104 13-S-049 93-S-174 5267 13-S-019 93-S-035 D18-0219 13-S-004 92-S-294 M09-077 12-S-214 92-S-220 M09-076 11-S-107 910024 10-S-014 90-335 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.: Site Address: 127 2f) 6. Y D f 1 ft. j $1 7 Suite Number: IN Floor: Tenant Name: 1 I.eO � \ r v New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. City State Zip Name: r )CSr i CO. robinson ^ Day Telephone: 1125'4 / 76/07 Company Name: C1f of f►` i 1� u ft ? ire:li ` n, inc. Mailing Address: it lex 121) 3 mill Creek, Guii 9082 r City State Zip E-mail Address: 3e...5r‘C ctS C'OW Q, C -I Fax Number: 112 S •4181.k o95 - Valuation of Project (contractor's bid price): $ \ POO ,D Scope of Work (please provide detailed information): A314 (7) \Qa&s, leca-i-P ( Ilea& 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 SAIF 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 ER OR AUTHORIZED �AGENT: Signature: k [ 2Z Print Name: J � 3 4 !h/rf&m_ Plan Permit App.doc Day Telephone: Date: 9•22../2 4'264'8/ TLQ'e 5/14/10 11 -ll FP Form 8 SITE LOCATION Site Address: CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Z q /60000070 ?-00 e way COY (/ 2 Suite Number: Floor: Tenant Name: PDS f e G kr ) �'j� T New Tenant? - Yes EI- No P Property Owner's Name: £ bo f erf j Tay y .7 n c.._ FL .6 2 0 7 Mailing Address: / 2 Zo l pCL'LZ..c/r, 'Yad ti r \k (,ekifi '721‘0 D City State Zip CONTACT PERSON -if there are questions about the submittal. TP Name: J /pv✓-rl ►rre" j/ -4 Day Telephone: 6125-) gVe / - ©(O 0 Company Name: k)�S - kK Cfafe S rim. re_ ro - CeJ (' , 60, 1%90 A)E 25 s:/- /0/ RecIrki0/46/ rig7gv5 2 n n City j tate Zi E-mail Address: 174M / r Me -1 I0 /1 UJS FP. (.95 Fax Number:/ ZS) " 3O 30 Mailing Address: Valuation of Project (contractor's bid price): $ T 3 (Qr (3U Scope of Work (please provide detailed information): le) eX t 54-5 n7 horn sy-,-yje and e it (;,..-t , /Je J 10 c‘04/ ak) S -OUQ- a 9 iter'r rr P 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 OR AUTHORIZEEDD AGENT: Signature: Print Name: Plan Permit App.doc � Date: /0/2-540/2- 6y 2J) Day Telephone:g- 5/14/10 TPI) FP Form 8 4,60,144 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.: p Site Address: / 2 7 Z 0 GSe 1JT ✓� Suite Number: 20`71 Floor: Zv,J� Tenant Name: C�i,.�Uy 1 �•Zt New Tenant? [ Yes ❑ - No Property Owner's Name: ✓ t• -icy PIc.tz � Mailing Address: Iz7ZO Gc^4 01': u.e.- Ti -X �LJc,. l gl City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ke.✓, 01e.("A Day Telephone: t/ZS - eg1- 0 /DO Company Name: WeS4-s T; re_ �De�1,�c�� Mailing Address: /1-/( /tic- q S & s -t. 60.4 IN Rekiap,D. City State Zip E-mail Address: Keti • DtSe @ S F , U_S Fax Number:412S -.Z/ - 030 3 Total number of new/relocated devices or sprinkler heads: 1/ net...) eke . Valuation of Project (contractor's bid price): $ S[ 7 Scope of Work (please provide detailed information): ne-t,.) T. i .. c , CtJ I147 )1'11-0,11-• gJ 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 O ER OR AUTHORIZED AGENT: Signature: ejtil 69!51-4--\. Print Name: ' e,v•_ Oise_ �. Plan Permit App.doc Date: 2-19- Zv/3 Day Telephone: a12S S'/' O/Ccs 1/2/13 TFD FP Form 8 M 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.:. % \ WO rCO Oo7C 06 Site Address: \.).7 0 GC t -\-e ,j.)� A(.i� 1 6�' Suite Number: Dtq Tenant Name: 1. --CS New Tenant?(K- Yes ❑ - No Property Owner's Name: C6\ Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. ,, ll ?/�c� Name:1 L3%0A-e, MCIt Day Telephone: ,,)6-57 - J`1JS Company Name: 1(�T V e V.‘fe- ?(the GT 1cp Mailing Address: 1Va\ ��S�h / ue E (m/1 tS\ City E-mail Address: Pi C3 de s'fSe•F`ce Orym. \ .cayN Total number of new/relocated devices or sprinkler heads: 3 Gua ot o tate Zip Fax Number:3W _ % c4 \ 1 €-303Valuation of Project (contractor's bid price): $ CC. F. Scope of Work (please provide detailed information): i=; \-) [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 OR AUTHORIZED%AGENT: Signature: /Ce —ZU 2 .!'lte Date: o-- 13 Print Name: IU (\r\ a ,V \Q(Y\ Day Telephone: �.[�6"-C,J7 f "`C1sJ s Plan Permit App.doc J 1/2/13 TFD FP Form 8 SITE LOCATION FIRM 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** r'�J �1� King Co. Assessor's Tax No.:g� Site Address: 12120 W 1 VVV " V �� V'(/ Suite Number: d_04 Fl or: New Tenant? Yes ❑ - No Tenant Name: W 1 Property Owner's Name: Mailing Address: City State Zip CONTACT,PERSON-if�there are questions about the submittal. Name: L tp / ► r. l/ \ID vvV> Day Telephone: Company Name: CA 5561. i kaiimi-) 1,1,e-- `^, 'l Mailing Address: T ' V V. "6 Pk 7,14--1 v �4 vv O 6042 City State Zip E-mail Address: 13 D11 eA C' C Ma/kill , (A7 til Fax Number: Total number of new/relocated devices or sprinkler heads: 2 i -i voe\ ,b Valuation of Project (contractor's bid price): $ D 0 • DD Scope of Work (please provide detailed information): 4'11 2 /je)'yr 57Yd 5 `i/ 3 ,7k If/ D�vt # r 7 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: 1.-•6(4/11Y1,6 ( Plan Permit App.doc Day Telephone: Date: 161 D[v-266- M c21 1/2/13 TFD FP Form 8 7 CITY OF TUK`VILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address: / 72- G4w4 > l ./ & 4}4,54-11S 7727 Tenant Name: Property Owner's Name: 'Jaw. appiuLativii accepted: King Co. Assessor's Tax No.::: 7,7/17 `00 - 0070 — Suite Number: 2-0 Floor: New Tenant?,k] - Yes ❑ - No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: � e /9-210 Day Telephone: 2F Company Name: C 1-5 (44'1 /' ( /e� Z. 6C tem w f,Ic- /�City State Zip E-mail Address: /2--5-4--eq. --/2i e C4,4- e e e 0-I, 4 o �y.� Fax Number: 2_5 `63O " a•5 - Mailing Address: Valuation of Project (contractor's bid price): S '217 Lf, Scope of Work (please provide detailed information): 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. /V(4-/ l- /Q PA7d-4. e C S' � h % er.J I HEREBY CERTIFY T UNDER PENALTY FOR THIS PE BUILDING Signatur I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE RY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY THORIZEDJ' ENT: Print Name: Plan Permit Apt) doe 5/14/10 Date: / Day Telephone: - 244 ,7� 7 " SSC O 12)(1, /a7 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: l'& -7Z O kl aket,30.1 O f t V Q - Tenant Name: aN e SOJTaken Property Owner's Name: ►Y\A\NLwS King Co. Assessor's Tax No.: `Z7 (e 00 —00 —0o70—Suite Number: Z 0 Floor: New Tenant? g- Yes ❑ - No Mailing Address: GO l U (k► O (\ ‘D". 1r 2 (..l R 4 o \ e City State Zip CONTACT PERSON -if there are questions about tWe subm ttal. N l Z Name: 0 5 ro i f a iCo b; r\ 5 0 n Day Telephone: 42-5- y' k76 G q Company Name: CC 0,--1/4) (\ --i CQ. taro 4z c4'1O ftp 14 c Mailing Address: PO 8 n )C (a• 113, MA l fr-Ce V, w A 4 t (S Z_ City State Zip E-mail Address: of 5�J. (Q. e ((' o,) (4 e , (0 YY\ Fax Number: H L S- L g i -3(..41s- Total 3�qs- Total number of new/relocated devices or sprinkler heads: l0 Valuation of Project (contractor's bid price): $ (- (7 b Scope of Work (please provide detailed information): -)CaZ, 601 3, and_ -e)(1.4ir� 1-ba�- r r--Cw 1-e nui f PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: less. ca )=. DC - Day Telephone: Date: Z/Z(1 / ( 3 Z56tff/764 9 Plan Pennit App.doc 1/2/13 TFD FP Form 8 4027444, 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 LOCATION Site Address: ia7gcb Tenant Name: 01N_ .,u -GQ, Property Owner's Name: Mailing Address: **PLEASE PRINT** King Co. Assessor's Tax No.: Suite Number: ses0 Floor: New Tenant? ["Yes ❑ - No City State Zip CONTACT PERSON -if there are questions about he submit I. Name: EI ii r `-- C. , Day Telephone: d' "a 3I - Company Name: C �->� gt4' _ I C._ _ Mailing Address: q1 9 i = 0-- . RAIL QLl WA" 9C903 r _,� City State Zip E-mail Address: C J 1j .1- GrQ �i e-- , 1\0:1 -City Fax Number: c„/,0 — 9 -Aa5-3 Total number of new/relocated devices or sprinkler heads: )14 Valuation of Project (contractor's bid price): $ 14/ 5c .0 ff r Scope of Work (please provide detailed information): ` 1. e rn �LL `+a 64-t (J 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUUTHORIZED AGENT: Signature:,, ak-l-LOL/- Print Name: Plan Permit App.doc Date: �-%/ 3 Day Telephone: c --?c20 -446g. . 1/2/13 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.: 271 000070 Site Address: 12720 GATEWAY DRIVE TUKWILA, WA Suite Number: l lour: 1 Tenant Name: AD E C C O New Tenant? ❑ - Yes 111- No Property Owner's Name: EPROPERTY TAX INC DEPT #207130709 Mailing Address: PO BOX 4900 SCOTTSDALE, AZ 85261 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: JIM THOMAS Day Telephone: (206) 763-4819 Company Name: McKINSTRY COMPANY Mailing Address: 5005 3rd AVENUE SOUTH, SEATTLE, WA 98134 E-mail Address: JIMT@MCKINSTRY.COM City Fax Number: State Zip Total number of new/relocated devices or sprinkler heads: (1) O N E Valuation of Project (contractor's bid price): $ 899.00 Scope of Work (please provide detailed information): ADD (1) RECESSED PENDENT SPRINKLER TO ACCOMODATE NEW CLOSET 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 AUTHORIZED AGENT: Signature: P1L Date: g,-;-1-1 Print Namm. filwl l 45 - /77Ck S 77/6/ Day Telephone:l{; ` 7Cc� Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 27(6,00 0.0 0070 O Site Address: t 2770 &acrek -PiHV'i:. - 13L -O&17 Suite Number: /bit Floor: I S� Tenant Name: AD ECC -C) New Tenant? [] - ❑ - No Property Owner's Name: ePitop6iiT y 1 X t AC Mailing Address: 12-7 2.6 E JA.•l -ro LA - City CONTACT PERSON -if there are questions about the submittal. TP Name: —77,4 M EA-S%M #1r`i Company Name: G.A.). t ��- Mailing Address: 1 b 1 L ta- Q W 0 Fil ��[N.aF� ‘.,vA- % i'8O I City State Zip E-mail Address: Kea' r li'e�t ly �e j *sz-601z-i (.F j Lt Fax Number: 753- 735- -4`/7(r UA" g8l4( State Zip Day Telephone: 746 ZOO -Z2-5 7 Total number of new/relocated devices or sprinkler heads: I Valuation of Project (contractor's bid price): $ /887.00 Scope of Work (please provide detailed information): A -OO C voe /k*_i l5 Tvw�s rt'O ,E N4nJT 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 HAV UNDER PENALTY OF PE FOR - ' IT. AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY Signature: Print Name: iw rt3TM Plan Permit App.doc Date: I'34-% 3 Day Telephone: 2 afn .-Zoo Z.ZS 1 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: BECU 12720 Gateway Drive Permit No.: 18-S-176 Date: September 14, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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 Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Wireless Management 12720 Gateway Dr. Suite 104 Permit No.: 11-S-107 Date: May 20, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)971-8718 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2' inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Prime Alliance 12720 Gateway Dr. Suite 103 Permit No.: 09-S-175 Date: November 3, 2009 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. • 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: Permit No.: Date: Reviewer: PDS Tech 12720 Gateway Drive Suite 101 12-S-214 September 27, 2012 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • 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, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Gateway Corporate Center 12830 Interurban Av S Permit No.: 10-S-014 Date: January 25, 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'/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: WASWD 12720 Gateway Dr Suite 204 Permit No.: 13-S-019 Date: January 22, 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: One Source Talent 12720 Gateway Dr. #200 Permit No.: 13-S-049 Date: March 5, 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -oz.4 )e -r- )--)1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Bec r Sprinklers: Type of Inspection./ 1 , Address:6tpertzoki Suite #: 12 7 � Conta Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. fi n. fours %nv�oeq4vr) del res /(7/t45P's TA -SS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J 7s3 Date: ///0 //t5 Hrs.: y 0 , . / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /8---P— Dig --OZ./9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -SEType Gly Sprinklers: of Inspecti n: A Address:��� Suite #: 17,)-Zo � Contact Person. Special Instructions: „ pv Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -ire 41,47tiVI -- A640►' / A/AC-l /a•O' .moi/ /1/0A3PLrr�so Added-- Monitor: Aid Arekt) el,iel tti 1-1L- 6")11.7- 1 ge,wrideel/40(4/ ,cuic eadded7 ,94,,,,pir V i 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, Inspector: Ar -Z___ / 6-3 Date: Jiy// 9 Hrs.: 1, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 12 —5-17(e D) g — OV PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proje Uk Type of Inspection: C o 1Q1(' Address: Suite #: \-2:lab Gbefel Contact Person: Special Instructions: ,,i'D Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: v� ca,�. Pis ikotho(l4-4448©r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 'j igyi 63 Date: /Z/iG / i 6, Hrs.: 1,6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit le—s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project' f.,0 Sprinklers: y42,_c Type of Inspection: er- Address: Suite #: 1-2,—)/X5 4 caisr i t. Contact Person: Special Instructions: Permits: 77 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OiC 4-5 g_t.ikIrdt Needs Shift Inspection: f.,0 Sprinklers: y42,_c I'' Fire Alarm: p� P ..-�::t W� 1 11 I- 9 Hood & Duct: Monitor: j ,ins Pre -Fire: Permits: Occupancy Type: Inspector: SS fit-- Date: 11 I- 9 112 Hrs.: j ,ins $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: IFType 1P4c,tit 5/J tA) (A) of Inspectio 1 1)166 Address:l Suite #: (2' lAf Contact Perso : Secial Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: gut ir)ro sp. lipprzeA/6-. Needs Shift Inspection: V Sprinklers: ti Fire Alarm: " f Hood & Duct: 91 Monitor:. �Dv'iv.. Pre -Fire: f f'tc Fitz, .— Permits: t f Y' Occupan Type: A Inspector: fkA c-4.— Date: 10 hz 1,' Hrs.: 2 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD /S - g-OY ` Retain a copy with it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pro'ect• 6r)7 7 Type of Inspection: - Address: 1? Suite #: b,Z Contact Person: Special Instructions: Occupancy Type: Phone No.: [XiApproved per applicable codes. nCorrections required prior to approval. COMMENTS: /t c44- PIVJ ev — 11)01-4 1--_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: %in rJ S-9--_ Date: 3./j/1 i3 Hrs.: 111 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER / `. INSPECTION RECORD - Retain a copy with per it 409 -099- Mag-alk, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 64 ✓A, Sprinklers: Type of Inspection: - 4`1--' Address: Suite #: ‘A qtr a. Contact Person: Special Instructions: Phone No.: —I./Approved per applicable codes. Corrections required prior to approval. • COMMENTS: O A ---2c i - o K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4u,(4 ,/Mw Date: % /go/01 Hrs.: / • f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarsha1 tukwilawa.gov pCONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees Avill be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with hs-o-wayfccommunications. Date 1 y I q Permit # %U F• 1 71 Property Address /01,7"-d--0 C7a- G-JeA-.( Y/ntiL Suite # City _TUKWILA Zip Code 9d7/662 Name of Facility 8 E L2 l"i Ceu`' _,0,0,ty co res. C ,- -- BLD 7 Occupied as Owner or Representative Phone # Instal ling Companv C7Crci (!'e✓A .fee t./✓ -I- 1 Installing Contractor's Address City Phone installer's Name (PRINT) A seNCiln �o6tf7S License and/or Certificate General Contractor Electrical Contractor FACP Equipment 'Manufacturer gel Vet r -c5 Model # This system has been in tailed, pre- ested and operates in accordance with the standards listed below and was inspected by Aphtc On (date) Oa- 02 1 ot( and includes the devices listed on back. n e,, r o,...,c. r Circle all that apply: -- NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 do ilpr- /s beS PO1C -G NFPA 70, National Electrical Code. Article 760 Manufacturer's Instructions 1.' Manufacturer's Instructions a Ok 5 b i_c Ve Other (spec ifv) "0-14444 of"' Tukwila Cite Ordinance NL nbers 2050. 2051 L'L Central Station Monitor SIGNED System is monitored b} Date System Firmware: Installed version Initial program Installation Revisions and Reasons Programmed b% ecksum Date Date CITY OF TUKI; iLA Central Permit System .,ontrol No. Permit No. FINAL APPROVAL FORM ju, , 3 ,q3q TO: ❑ Building E Planning C Public Works Fire Dept. ❑ Police ❑ Parks l Recreation 1 Project Name Address Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and in4icate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () /e 5A)11'11') () () �r �E () () O O O () O O Ajo4 occupd Authorized Signature Date 1 This project is approved by this department: Authorized Signature Date CPS Form 3 J WOMRIIpot*, Pri-"66O FILE NAME DESIGN INFORMATION SHEET GATEWAY 13Lb47 LOCATION BUILDING 1 Z1Zo 6ATEkl4j L. TUkWtLA) uJA NEW CONTRACTOR WORMA LD FIR E SYSrTEMS CALCULATED BY R WA LLE R CONSTRUCTION: OCCUPANCY a COMBUSTIBLE 0 NON-COMBUSTIBLE DATE 4 1Jor188 SYSTEM NO CONTRACT NO 210 011 Z I DRAWING NO 1--4' 3 CEILING HEIGHT ✓N k1 ES 1 SYSTEM DESIGN D NFPA 13: 0 LT. HAZ. ORD. HAZ. GP. • 1 0 2 0 3 0 EX. HAZ. • NFPA 231 0 NFPA 231C: FIGURE ; CURVE • OTHER (Specify) ® SPECIFIC RULING • 13/3D00 MADE BY w S 4 k g DATE _ AREA OF SPRINKLER OPERATION 3 OOOL SYSTEM TYPE DENSITY a WET 0 DRY 0 DELUGE 0 PRE AREA PER SPRINKLER ^' -ACTION SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE 1 SO MAKE >v4SC-0 MODEL Cl HOSE ALLOWANCE GPM: OUTSIDE 6700 SIZE It " K -FACTOR S 67- RACK SPRINKLER ALLOWANCE NA 61-- TEMPERATURE RATING � CALCULATION SUMMARY (5t -e..4 L-7) G GPM REQUIRED / 1 3 (o PSI REQUIRED 75 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 12-0 UNDERGROUND 140 IWATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOI' DATE & TIME RATED CAPACITY CAPACITY STATIC PSI 14'3 AT PSI ELEVATION RESIDUAL PSI 5)2. ELEVATION GPM FLOWING 300WELL ELEVATION ciS .OF FLOW GPM 1 LOCATION 12- ` e.1�'? SOURCE OF INFORMATION COMMODITY STORAGE COMMODITY CLASS LOCATION ------- STORAGE HEIGHT AREA AISLE WID - STORAGE METHOD: SOLID PILED % PALLETIZED U. RACK % RACK • SINGLE ROW • CONVENTIONAL PALLET 0 AUTO • .. STORAGE • ENCAPSULATED • DOUBLE ROW • SLAVE PALLET 14/A • - • LID SHELVING 0 NON- • MULTIPLE ROW • OPEN ENCAPSULATED FLUE SPACIN CHES CLEARANCE FROM TOP OF STORAGE TO CEILING LONGITUDINA TRANSVERSE FT IN. HORI • • • L BARRIERS PROVIDED TI M\A, II A r.rr' •1..P1A f1T[..+kVOL Please calk: 575-4407 and give this job No. eg' e-'Za and exact address for shut- down or restoration approval. FigniVPri DEC 0 7 1988 �.«•••.� « .. - - - _vYF$09:A009.18B5) PRESSURE - PSI / \ O1bLItRiOM A -t4 T wFS 09-0013 18%85) JOB NAME LOCATION: HYDRAULIC CALCULATIONS C.4TE&A Y' i{7 JOB BY NUMBER 2 100 112- 1 2prb F1Q N C Co/LNC L TZ (A) .13/30001 C/20 4 S DATE SHEET R2wDTe FLoW 3 AoV 00 7 - 1 OF A D1,STA BLE DUO LL-lJ = d = V+ 1S a S toE 2-7 NOZZLE !DENT & LOCATION FLOW IN GPM SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES DQoG Q C-4LCS LGTH 3,g Pt �.%/ Pt 12003 4 T FIT 8 SSP _ 0 I5•% q 1.04J Pe Pv00 TOTAL LI. 4. I06z Pf .97 Pn - rot 4 LGTH Pt ; .4 g Pt S S U Q FIT Pe Pr TOTAL Pt Pn q LGTH 4, o611111M11111 PI SS p O Is-,6 I.OY9 - r FIT PaPv TOTAL 12.0 . 08 Pt I.t7SPo c1 LGTH Pt �j . 7 6 SSC) O FIT PePv TOTAL PIPn E 79 q 0 .07SL 7.00 SSI 1 .0,49TOTAL FIT PePv S.7 Pf 43Pn q I Ii SSG 1.3 b LGTH I, L .x787 Pt 7 4� 4;s44 �• 3S� Lpw D . P • 0 3 f , 37 FIT 9 Pe TOTAL 20. . Pt I . S 9Pn q LGTH It 9�OZPt 1 S -3 4 O FIT Pe Pv- TOTAL pl Po q LGTH pt -� -7 / PI FIT Pe Pf Pm q �.3 1.045 LGTH�S 3ob7Pf ks.zb'cy.244- 1.0.....) FIT TOTAL S 1. 7 • pn LG. 02. . 1 1,3 2. 31.7 15'41 5.0V.- = 32.35 FIT TOTAL j p _ q 3 3.71° IFiT LGTHP1 2 �72-47 10 IC 1 i O 4 S- S � Pf Y TOTAL I O pr, q 3 7. S1 LGTH g•gPt I 3.0 I Pt IC 5D O 13S.SS FIT ? DPe Pv 20G7 ' q LGTH = 32•o I FIT Pe11.- TOTALP1Pn 1 q LGTH , .7 Pt 7.0 0 Pt SS U -1 0 141- •31 "r FIT S Pe 1.0,19 TOTALS. 7 . 017'2- P1 .43 Pn q (/ .3 1 b LGTH • 077 ) P1 43 L I�,S39 44 tpw SSI) l O 3 1. 1 t7 3L FIT 9 Pe Q 1.3& TOTAL 1S.-] P1 1. -2. Pn a 3O .St) LGTH Pt 8 . to�j Ic IO 4 5-3;_ ii O (O 1, 7 7 FIT Pe TOTAL P1 Pn wFS 09-0013 18%85) JOB NAME LOCATION: HYDRAULIC CALCULATIONS 6A TE LOA 42c- 7 JOB BY NU BER c 1O0 112- 1 2ND t= f_.- K-4,4,) DATE SHEET 3 '44 oc5 �ol�T'U 2 - 2- OF NOZZLE IDENTS LOCATION FLOW IN GPM PIPE SSE PIPE FITTINGS & DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 41( �/y�1 a lroNr'D LGTH Pt 6.65 PI 5-1;14- 0 (p1.77 235-7 FIT Pe py _ TOTAL b . 03/3 Pf .2S- Pn /5.01. Q (62.19 ) LGTH Pt 8•5o Pt 6/.77)lyI Q•A S - Si (4, O FIT Pe pr TOTAL Pf Pn - ( GO, , l 5 -I- Q 3/• 37 LGTH Pt OZ- Pt • 5 - c' t1 , q O ✓ 3 .5G FIT Pe Pv TOTAL 10 ' o6,7c Pf .6 t5LG Pn Q 32.39 C 5.7o kt (0•4 S -7i0 01L5.5S FIT • /17 Pe Pe TOTAL /0 Pf I.1 7 Pn 34 z cj LGTH .l$2.7 Pt j 0 . 67 Pf '9E11D O 16D.Z4 FIT Pe TOTAL (0 Pf 1.83 Pn Q7 .O` 37.0(. J 2 -067 LGTH i. o . 330 Pt /2.. 70 Imo' S -11c1)- 0 / 5 7 - 57- FIT a p Pe Pr TOTAL 2.1. p Pf 7. t ') Pn -1• i -75 q 141 Z, SLGTH O 3.4-0 .1 Pt �% • S 9 k 3 2.0 1 41.4-i$4 FIT Pe Pr TOTAL Pf pn Q LGTH Pt Pt o= 74.2. L 1' O FIT Pe Pv TOTAL PIPh GiNC 01 Q LGTH " "l .00 •t S SO O 14- D7 FIT Pe Pv TOTAL ---- Pf Pn Q Is -•9L O 30.79 1.0q9 LGTH IT /�.S . 789 FE %.Oct kS•3G �L'GO SSP Pv TOTAL /(..S Pf 4, fO Pn Q o7 7 I.3D LGTH 1, g, Pt / 1.70 5-3;/! /_ i O (off 4,6. t.T FiT .3192 Pf 3i. t- TOTAL 10'0 P Q LGTH Pt ), Pt _ AAA IpR 0 _ FIT Pe Pv TOTAL Pt PnL Z 4/J[ Q — H 7 (� r SS - U O 15. CO FIT `- Pe Pv TOTAL C-= Pf Pn Q I L . 09 0 ' 1 .`5 1.30 LGTH Pt 7.7/ Pt �L L ICS 31 @ 3�7 r �Ow r7S P FIT Pe Pv Q TOTAL /O ..0$0L QQ Pf . C?0 Pn Q (32.)3) LGTH Pt •� Pt Pv 3 1.Ir 9 X �•-/ S -3 4iiO -- - FIT Pe TOTAL Pf Pn -%- Q 3/.37 LGTH Pt Q a. oz. Pt 5-3i4 4 O C011.00 FIT Pe Pv TOTAL Pf Pn WFS 09-0013 18X85) WFS 09-001318'851 JOB NAME LOCATION: °HYDRAULIC CALCULATIOP 64-TEI.1)A i ii -7 JOB BY NUMBER 2-100 111! 2ND F[_Q. Z W DATE SHEET 3 No J88 CANT' In 2- OF NOZZLE IDENT & LOCATION FLOW IN GPM SIE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Ci- o L p �.vPX 1' 10 / LGTH Pt , D L Pt 5-3 i4 Q ‘11,c.U. FIT Pe Py TOTAL I L ' 1.1) 9 4 3,q 3 LGTH 0.7 5 —S* G Q 58.3 2"o('7 2_ FIT ( 0 Pe Pv O. TOTAL IS.7 .co ( Q 3%. /(o LGTH S k 5-6i / _ O/3S.24. E / T FIT I S pePv (O.s- TOTAL 20 .1(oi-3 Pf 3. 2O Pn Q LGTH Pt 1 S-. 6 % PI �=3y.(7 /11•4-1W O FIT Pe TOTAL P1 Pn Lt 1JGS Q LGTH .D2 17 t 15.55 3.tao1FLOW 7.S4-1C,2-O 340.1 ,/ Y.2(, FIT Pe IN — 161+15 TOTAL IL- Pf .3 Z. Pn fa 34tt, o LGTH , 097 Pt ZO. I I I( 7G. 2 G q ? / 4- 1(p/ 0 (n 2,? .") FIT Pe IN TOTAL Iii P1 I. I QS2 . S 2 0 103 S.4 LGTH . Z'rj, G Pt 2 1. 3 7 Pt k 1 (.. 2 / 60 4- (G0 FIT Pe Pv TOTAL. 7 P1 1.4- 7 Pn Q o 1G I8 I' • LGTH . G%D Z Pt 77 84 K 17.‘ ?j 34O 1 2/ O 1 17 3 FIT PePv TOTAL 5 PI / Li" Prt Q $ (. Zj LGTH L . 2 i C Pt 2 . �v S K.N. 17 Vs Z O I 19 g •� IT Pe Pv TOTAL 1 �j PI 3.1 Pn Q LGTH Pt2 .2_2. PI FIT Pe Pv TOTAL Pf Pn ( Q LGTH P1 Pt 1415 gl/vW /S Abcd4 .£/Set - OTOTAL FiT Pe Pv Pf Q LGTH Pt Pt See : L4u2.4 s 2 'iv t 2-7 (=o. 1,a.w si z FLow O FIT Pe Pv TOTAL PI Pn Q LGTH P1 Ptr.1.0/.4) O FIT Pe Pv TOTAL Pf Pn Q LGTH P1 Pt O FIT Pe Pv TOTAL P1 Pn Q LGTH P1 Pt O FIT Pe IN TOTAL Pf Pn Q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn WFS 09-001318'851 JOB NAME LOCATION: IP . HYDRAULIC CALCULATIONS 6417 )4-44 QC -D At 7 ig, JOB BY NUMBER Zt Do 1 1 Z I 2-+.1 b FL . S . W. Co2l.'C2 ) . 13/3 o0 o yr C/210 - 2 DATE SHEET 3 Nov`615 Z' 4 OF NOZZLE IDENT t LOCATION FLOW IN GPM PIPEIZ PIPE FITTINGS 8 DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL pgESSURE NOTES e // _ s Q LGTHVI • � 1 'L6 ) SSU 0 G i FIT Pe Pv r( /44L TOTAL C) pi Pn up A IA i S S !� q 1(.47 y LGTH . Pt °,�/ 9 PI 1‹.5-,3 e,3 8 rL+tiw Q 33.25 ,..(,.0�l) FI Pe Pv TOTAL , , 3 . G Pn Q LGTH P1 0, ` L- Pt k Li N e 0 FIT Pe IN = 1O,3S TOTAL Pf Pn Q LGTH 0.5- ,3333 p1 0 Pt r S'46.1.-- 0 33.2.S 1,040 " FIT •?� �! Pe Pv TOTAL Z.j Pt ,B3 Pn Q i LGTH , 0 '77 Pt L1 C o (33.31) I.3 FIT Pe Pv TOTAL i/. Pn Q T',�/. Z. - 1.0 2 LGTH ,/2.0-1 Pt 10.2.1, Pt (D, 3 L 10,25 ..F �J O G .5-G. FIT Pe Pv TOTAL II_ PI /.1.1-5 Po •L q ✓S•41S Y LGTH r Z/C, Pt 1 , •% 3 ' Pt L k_ 10•.3i �•- S �) / 0 102.•DI FIT Pe Pv TOTAL 1 L Pf -3. 1 ) Pn Q . c).9cS 2.067 LGTH 7,y TOTAFITL 0 4 ,1157 P1 I y J L Pt klD.3S Q /4/ 35 ZE T Pe Pv Pf Z{. 5 4 Pn Q LGTH Pt L N O FIT Pe Pv TOTAL Pf Prr //I Q — LGTH — Pt_ 7.00 Pt 550 o 1 zf-. O 7 FIT Pe Pv TOTAL O Pf Pn Q -ILLI____ Q 30,71 7Q 1.38 LGTHIT ,0753 Pt -.061�S Pt 1-44-10t03�e �1-441-44-10t0to DP E 3 Pe TOTAL 11 Pt D3 Pn Q 2 S .1 O =..; LGTH s Pt L10.4 5-3,4- 0 S5•O4 FIT Pv TOTAL •Z 1511 % Pn P 0,32. CA LGTH' Pt 9.9/ Pt S5• -y,( -I.c>I / = ( (e I.O' 5-5 .07 O FIT Pe Pv TOTAL Pf Pn f Q 3:7.217 1.6.52. LGTH Pt 0.3 L pt / S 'S f LO q 0 9 4 ' 32- FIT Pe Pv TOTAL 1 Z . 23Of Pf 2.7 C Pn Q 37•g3 0 1 1 .7g 2.061 L;: LGTH 7,y . 1 51.5 Pt 13,08 P1 Ic0,3 Z70_____ 0 1- FIT Z Pe Pv TOTALZ% • Pf 4/".1- g Pn Q LGTH Pt / 7.3 7 Pt g..= 31. (0 1 L/ A I 0 FIT Pe Pv TOTAL Pf Pn WFS 09-0013 18'851 JOB NAME LOCATION: °HYDRAULIC CALCULATIOR G.4i ti4 `T 81-b 41-7 JOB BY NUMBER 11 00/ I L 1 2 r14 Ftk., -2W DATE SHEET 3 Not) o$ CONT' D 2 -5- OF NOZZLE IDENT & LOCATION FLOWP/PE IN GPM SIZEFITTINGS PIPE & DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Q LGTH Pt / y • o c• PI I t Io O I g IM 5 FIT Ps I N TOTAL--- Pf y Pn .4 III q I,to.$7 LGTH Pt PI /VAIN 0 %°p2 .Q G FIT - TOTAL Pf Q LGTH PI Pt 0 FIT Pe Pv TOTAL Pn k = G3 4. 7 ft- I I U � LGTH '7 Pt „Do PI f S-1Z � 0 3�•% (E ...,3° FIT 3 Pv = I >; 2 441 111 TOTAL 1 0 , 0-75-6 Pn V 32.30) 0 LGTH Pt /3..7 g• FIT FIT t S' 3E 3o.-7y X 7.14 TOTAL Pf Pn = ( 32.3 4 Q 34, s 3 1.3 0 LGTH .2S4 Pf 5 34 q 0 G 21,3 FIT Pe Pv TOTAL % PI l . 5 Pn Q 33 43 0 9G.y6 ba-: 2.IS7 LGTH .011 PI 10 .5 4 PI lo• 3r 5-5-4G FIT Pe Nk TOTAL 12.. PI .$b Pn a 3'i. 5LGTH 1) 5 013 1.4 .1244 Pt 11.'11, Pt (C /03S- -7Fj O FIT Pe Pv TOTAL 1 Z. Pf I. Pn Q 37.13 2-067 FTTHhp . Z V72. a I2.'4 I11 � 10,2'_ qq S -J 1 l0 0 la D •iv% TOTALa 7.4 Pt (, 7 7 Pn 19.8% �IG.9.3) LGTH Pt le) .% Pt i4b.G7X 19.7.1 = ( i 65. 3 �A /►1 4-114 0 FIT Pe Pv TOTAL Pf Pn ���dS or q % 1.0 LGTH Pt 1 9.1,6 Pt ` M4 IN 0 24. 0 .3 FIT Pe Pt Pv TOTAL Pn Q LGTH Pt Pt k / -53.9L _ 0 FIT Pe Pv TOTAL PI Pn t4 sF 0 L Q G 6 • . __ �O Pt - t S - 1c 2. 0 30 .74 E , . FIT Z . 2,?; 22 Pe Pv I ,9 TOTAL B.5 Pt Z.4 Pn 3 I C�7 I.3b, _ LGTH 7 Pt 9. c+ s_ Pt k t0. 3S S3Etq 0 6.2.71 'j- FIT I Pe Pv TOTAL 15 e2635- Pf 5.39 Pn 19.24 G 71.S-LGTH Pt )11.$41 Pt 62.71 X 1zf.ozf = (7Z. s ) M ii t N O _ FIT Pe Pv TOTAL Pf Pn 4" 114 q 141 L LGTH Pt 11.3a Pt /1141/4 0 23 41. S FIT Pe Pv TOTAL Pt Pn WFS 09-0013 (8,851 JOB NAME LOCATION: ®HYDRAULIC CALCULATION CSA rEUJA'I .BL -D 441 JOB NUMBER BY 1Z 2 100112- I Z>J D F L k W DATE SHEET 3 t I ) 8 Co.t.1r 'Q 2- C OF NOZZLE IDENT t FLOW IN OPM SIZEp� PIPE FITTINGS & DEVICES EQUIV. PIPE L&N FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 'L1OCATION .J- I! L 4 L Pt 7. o Pt S— h 2 ,/ O ,30,7{ ; .O. _ L— FIT Z .. TOTAL Z .S+- . 2SS7, Pe Pv Pf t 7 it Pn 4 LGTH P1 7 , 7 L Pt I (. 1 N C O 4.11 FIT Pe � Pv TOTAL Gi.oalw . 073.- Pf ,et r Pn /O, 32- /54,5 \ l 1 LGTH Pt 8. 1 7 P1 30.74 )( 6./7 ( 5 3 ¶ it . O FIT Pe Pv TOTAL Pf Pn = ( 3 `I. sr 4 3 3 .2 1 J (r I LGTH , 1 Si%'S Pt 1 0. 3 2 P1 ,L 5 -3*'T O to 7. 7 7 I • FIT Pe Pv TOTAL 1 'L P1 1 . gt Pn Q 36 . 1 1 T LGTH `1 . 3Y0`t e 12,17 Ic l 0.35` S -.5 `{ G O 103 .RO IT I Pv TOTAL 2 3 p, 7.8 3 Pn C LGTH Pt Zp . 0 Pt A 4 -IN O FIT Pe Pv TOTAL Pf Pn 1 / Q f' �% Z .1 LUTH --1:24,_„_0._ Pe Pt /1/1,4 1 N 9 'I 'I O L it 4 . `f FIT Pv TOTAL P1 Pn Q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn LI NCS 4.2,6, LGTH . Dlly pt I j• Pe P1 �DOO i rlOt+1 113+11g O '14.5 FIT Pv TOTAL 10,3 P1 .1t Pn (,2I�• \ ) O r LGTH Pt 1.5 Pe Pf . �� Pi ZI`i S k ZO•t?O 11 2.4 if r FIT Pv TOTAL Pn Q 2 Lj 4.2(12 LGTH .0(/7 Pt 7QQ� P1 ILf11r '�l 04(0 1.0 FIT Pe Pf Pv TOTAL 10.S' Po Q 780.7_ LGTH G,yy Pt 1 J .4 ) PI /1141“. O 7 if 1 .'Z _ FIT Pe Pv TOTAL 1Q.S .112`) PI 1 , 1 9 Pn 1, LGTH e 2o•!ob ICS3.5Z .^► fib 4-117 Jg2gS .Z O SC • 4- • n1[ Pv TOTAL 17 Pt 3.2G Pn Q I01%tr LGTH 32_ j PI 23 9 ti Pt IST (=look Q ovte Loop 0 520.0 ZS iNi FIT 1 S $ Pe Pv kv TOTAL 5'J 1 .03-5 P1 0 .Go Pn Q LGTH Pt 4t, Pe SI Pt FLO(J S�L(r EX IT O FIT Pv TOTAL P1 Pn Q LGTH Pt Pt 0 FIT Pe Pv TOTAL Pt Pn WFS 09-0013 (8 85) JOB NAME LOCATION: ®HYDRAULIC CALCULATIONS G74 TE Y JOB BY NUMBER 210011 LI 2 ND FLIL TZ W DATE SHEET 3fiio✓68 cc:rir'D 2-7 OF NOZZLE IDENT & LOCATION FLOW IN GPM PE SE IZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSWFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES q L6 LGTH X23.99- Loop O 46. O.4 `I• FIT Pv Fc.ow SpLir TOTAL, .01‘.,* Pf 1.1 7 Pn %S 1 25'.I i PI r P ()P PL'L 14C, Q 535.l( sN VE FITLGTH ill) PPI +{ I TOTAL 91 Gfcic) w ((.p2 Pn 7 5 3 ✓L LGTH / (c L/ P1 3L . 9 3 Pt N C 0 (G 1 0.'f Z 6N FIT 67 Pe PK TOTAL 2 3 1 .07S, Pf 1®•2- 1 Pn 4 3 q Si 4.LGTH 0 1136. 5.2,95" CS Pt ".. Pt n -.SI' Pv 24 - /� - EId ExIT 4 va FIT 5) TOTAL 11 5 •0843 Pe 1 / . 2 G. Rv Pf /0,27 Pr q 'f (,.3S-7 V .3S l LGTH !,.(-.5 . 435-4' Pt 77,c 7 Pt �I 4 L1/ 0 /hLt/ FIT 4-z_ Pe Pv k ✓ TOTAL 1f G . 5' P1 /, GE Pn q C/4D 8.7 7 L LTC LGTH I20 10074- Pt 7 g, .71. Pt Q &ASC O Ort) FIT ¢,G TOTAL 206, Pe Pv r Pt I •SZ Pn 4- Noce q C. d Gi /4 t/ LGTH 6.3p FIT 1 1 °p ,041 Pt c10.24- Pt Pir U'AL—VES µy'\V173 0 1 7 3 P 2-'S Pe )0 Pv 27 TOTAL 778 Pt 12,2v Pn q 12.34 LGTH 6,0 .COZ3 Pt 1QZ.S Pt 12 .• 0 T FIT S D Pe Pv TOTAL1'f0 PI 0.3 Pn q LGTH Pt 1 O Z S, Pt SU�p� 1 O FIT Pe Pv TOTAL Pt Pn q LGTH Pt — Pt 0 FIT Pe Pv TOTAL P1 Pn q LGTH Pt Pt 0 FiT Pe Pv TOTAL Pf Pn LGTH Pt Pt 0 FIT Pe Pv _ TOTAL Pf Pn q LGTH Pt Pt 0 FIT Pe Pv TOTAL Pf Pn q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn q LGTH Pt Pt 0 -- FIT Pe Pv TOTAL P1 Pn C LGTH Pt Pt 0 FIT Pe Pv TOTAL P1 Pn WFS 030013 (885) JOB NAME LOCATION: HYDRAULIC CALCULATIONS 4-4-r-&. 1A)A Y JOB BY NUMBER 2/00/(1/ 2,.IA FLA_ a (A) DATE SHEET 4-No✓oo Alt sG S4NG Z - a OF NOZZLE IDENT & LOCATION FLOW IN GPM PE SSIZZE SIPI PIPE & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 4 ikt ' 1 -4.9 rs X — LGTH P1 7.7 � 0.-o11, S 5 0 Q / S, .7 Pe Pv TOTAL o "" PI i Pn 4-sy q 16,14 LGTH as- k$.i�Cg� -r-.c 0 31.7 0 , 1.330 G TOTAL 13" , 0806 q 7- LGTH % `^ NSE Q 1. ( FIT TOTAL 10 .03/2- D3/LLGTH LGTH 5 - 3 q q O FIT TOTAL q q I.0Y✓ LGTH O• S FIT S •..!06• Pt Pt S-3'cr,{ p Q 31.71 -f Pe TOTAL S5 Pf I.65 •FS-/ L q 33.82 1,(&).. LGTH , 1175- Pt 5.410 .9"% 3476 X 8.3 77 = 3 . 8; / LIN E G, S. Id FIT Pe TOTAL 10 P1 I. i p q 33 ,73 o ))•33 1,(c1 LGTH ,o7!Y Pt t o SS k 10-37 c -54 G FIT Pe TOTAL lv Pr .7r q .3 4. i t LGTH 1133 k 10.37 ' 5-7f, & o 14....iti IT a. TOTAL I D ,1317 Pf I.3 Z q 3 6 a bD A.° (97 1E LGTH (o P112, (c S 1, 10, 37 , S -yc1) o 171 .I Z . '1' FIT 1 O Pe • TOTAL ;,1, .253b - Pn q LGTH Pt / �� (-�7e 0 FIT Pv TOTAL Pn 4- 1F5 "-'9 q 14 8, LGTH Pt 7,7/ Pt 120 43 SSV O l S-1 t 0 FIT — Pe I Pv TOTAL ' PI L Pn S SID q I a. 6 0 1.049 LG4 FIT TH 2..s / k s .25 x 5, 514 vi -("1.e O 37..Z° 1=Lo P1 TOTAL 2.0 , i cj Pf , 71) Pn q 1.3° LGTH Pt B. SD Pt L I N e O FIT • 0 o 3 Pe pr TOTAL 11.-- pt 1.0 c Pn q 32.'31, 1'0 LGTH 1 .2. Pt 5. c0 Pt k lo. S- r S --?! ,1 0 10 4 . ,L1 FIT p Pe Pv TOTAL I S. 2. • /'11 S- Pf 2 . 1 S Pn 4- °pp q 3 z. o 2.607 LGTH 2.1 -055 Pt I I• a S Pt /(9.55 t21.1 r- ,,II O 9 7. 3-7 __ FIT 10 Pe Pv TOTAL 1 2.1 Pt I . 0 oo Pn LGTH Pt 1 2,73 Pt I� _27.2. 1� ,f% X- "`N 0 FIT Pe IN TOTAL Pf Pn WFS 09-0013 18.85) JOB NAME LOCATION: ()HYDRAULIC CALCULATIOIR 6A "rt- CA 4 Li JOB BY NUMBER 2-10011 2-1 2 t•iD PLk k / (r PLQ 1Z W ,A/'SL CIS-hV(,_ DATE SHEET 4 1,1o✓o°o c -o N r `t) 2• -9 OF old X of N 15.e. een Cet.t %3 ; ) NOZZLE IDENT i FLOW IN GPM PIPE E PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES /LOCATION L /NCS 4 LGTH Pt / 2. 7 3 PI t' y1f f tI r 2,' o 97,34 3, 2 L FIT Pe Pv TOTAL 10 . 0057 pi .10 P1 4 Q 5 7.71 I LGTH /2.83 �Z7Lo 113 4-1 Y 6 0 19 S. 0 S 4 Pe PV TOTAL (D • o362. Pf , 3 Pn 4 55.04 LGTH Pt 13.16 Pt o k 27.20 Pa -fill q o 2.54 .0y FIT pe Pv TOTAL 10 .07r2 Pf . 7s Pn 171.61 I LGQ . /1,03 Pe 13'93 k 2723 PH -EItt J o 35 5-.5 $ N FITTH 2y pif TOTAL 3 7 P1 4. $ 1 Pn Q LGTH Pt (o % �j/ pt OD? p FIT Pe Pa TOTAL P1 Pn //L 4 A 1-/!Nt Q . o LC) LGTH 2. . 07(4 Pt 7. /'•f Pt 111.3' -• �� S -1 O /,S .0 2. E I FIT Pe Pv TOTAL / 7 Pf 1 .10 Pn Q LGTH P1 °D . so Pt - L p FIT Pe Pv TOTAL Pf Pn ',Ot(e) LGTH ( • 0b59 P1 .8ye) Pt /2C4 /9..3 5 L p 0 Iia 3g 7- ( FIT Pe Pv TOTAL j Pf . g 1 Pn f -S-1 Q /5.77 ��1`IT 1.TT LGTH ,D(6�` P, 9.30 P1i[=6.37 /j:oz >(}�B yet = iS.7S- S_11.O'j 1.4 /s) G- _ O 3 2. .1.5 Pe Pv TOTAL 1 L. P1 . $O Pn /1•°1 LGTH .1'f b- Pt L 40 P1 L 1Z5-.37 q 5- 3 q O `( . 21- FIT Pe Pv TOTAL IL Pf 1 17 S Pn Q 1 0. 99 1.G 1 p LGTH 1IT . I -y . PI 1 Pt 6 3 7 - /� S I O (0 7 . 71 -t- (• 2 Pe p„ TOTAL ib Pf 1 .7 B- Pn Q LGTH Pt ' . G3 Pt Af A-( N 0 FIT Pe Pv TOTAL Pf Pn S///jLINC. c1445-31. LGTH , Pi . 71 Pt 12-0 tt S - 1 O 1 jam. (o FIT . (7. ?Z Pe Pv 1.0‘f` / TOTAL (p Pf .'/ ' Pn Q LGTH Pt B .7.O P1 LIN L p FIT Pe Pv 1.'t'1. TOTAL 10 ,017f- Pf • 11 Pn Q 1r. cif LGTH . G% L% p • dJ Pe Pt kS37 5 ^ Z �1 O 3 1. 14 - - - FIT Pv TOTAL 1 O IN . (i 3 Pn / .' I 16-11 O Sf 7 .26` LGTH Pt 9, Q O Pt LS- 37 S - 3 FIT Pv TOTAL Pe Pn WFS 09-0013 (8'851 JOB NAME LOCATION: ®HYDRAULIC CALCULATIONS G4 T GOA -'i JOB NUMBER BY 7100/i z / / S r Ft --k— E /.1/ SG. . f / C7 DATE SHEET 4 leo t/ .5 6 2— /0 OF NOZZLE (DENT & LOCATIONcc/ FLOW IN GPM PPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSVFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ft G 9 -'9q 7S (ANT Ja LGTH P . D 0 P 5-3 o 47.2.S— i•yWL FIT Pe Py, TOTAL 10 .13_7(.• Pf 1.3 a 17 pD LGTH P i o• 3` `P►, P kr,37 T if / 0 611. 5.3 TOTAL 10 .2'11 1 Pf '2, ti 1 Pn q // ./9 4,1 LGTH 4 P1 12.77 P IC S —s 0 O 3 .7 -1. 1. 7— FIT p Pe Pv r.37/ TOTAL /1.— + . "Pr 7 Pf Z. 7 `'1' Pn q LGTH - • P1 t r, S/ P / 07) 0 FIT Pe Pv TOTAL Pf Pn ,! Z � Zi q /.Oe/ LGTH (� . o7 J r l— Pt '.c),:) P .. S— 0 / 41. O7qq FIT 5" TOTAL i5 1 Pe Pv Pf 1. if 3 Pn q / 7•5 1,36 LGTH /3 • 01 45— P1 p . Y Pt 1: s • 37 5— 7 .J 0 30.4/‘" E, r FIT 9 Pe Pv TOTAL 2- y Pf /. 6'f Pn LGTH P1 /0.0 7 / Pt 1 .e-•:.. 0 FIT Pe Pv TOTAL Pf Pn I.OY� LGTH > , D 7 I- L P1 7, op P S —a c1 o I / • $ 7 d L FIT S Pe Pv TOTAL / 9 Pf 1 OS P n q I Sf .l j /‘38 LGTH . 073 p, Pt (j. OSS P k S 3 7 — + 7 0 30.11 FIT Pe Pv TOTAL (o c Pf . qt Pn / S i C S LGTH , 1 S7c:. 2 Pt B� 5 pt •I I 4/g37 _ t � 0 Ll S r l C, FIT Pe Pv TOTAL / 1 Pf / , 7 ‘-f Prt q /7./ p U rO1 O (p2 . J —/ 14! LGTH . i 3 Y 7 Pt (Q , Z 3 Pt r k, .37 S• 41 FiT Pe Pv TOTAL /1 PI i 7 Pn .S' LGTH �3i Pt / /, 5 O P1 S_ 0 g I . S 3 2 0 L t r FIT (S TOTAL 1 ,4, Pe Pv —AS—,37 (e7 064Y Pf / . (G Pn #5--G 7 q 3Y. S LGTH Pt 13, 1 4 PI k 5.(0 t --_•+ 11c ,3 3 FIT . /2.(43 Pe Pv TOTAL 1 0 Pf 1• )- 14 Pn 1 1 .6 q ! LGTH Z Pt (3 , 32, Pt 4 Ssr37 S— O 01 3 c.57 p J7 FIT 10 Pe Pv TOTAL (L. • I(.Sy Pf 1.i J Pn q LGTH Pt 1 S" , 17 Pt Pv 0IJ 0 FIT Pe TOTAL Pf Pn 11 q LGTH Pt Pt 0 FIT Pe Pv TOTAL Pt Pn WFS 09-00t3 (8 85) 0 4 HEAD LINE ON FIRST FLOOR I.D. L 1 PT 7.76 ADJ DROP F 3 PE 0 QT 15.6 1.049 T 4 0.0822 PF 0.33 L 11 PT 8.09 q 0 F PE 0 QT 15.6 1.049 T 11 0.0822 PF 0.9 L 12 PT 8.99 q 16.46 F PE 0 QT 32.06 1.442 Ti_ 12 0.0661 PF 0.79 12 PT 9.78 q 17.17 F 0 PE 0 QT 49.23. 1.442 T 12 0.1463 PF 1.76 L 2 PT 11.54 q 18.65 F 6 PE 0 QT 67.88 1.442 T 8 0.265 PF 2.12 L P T 13.66 T T U K,`rIlL IFIRfi DEPARTMENT ano. nde down or�resto r`�ur1 `lN«dru al KH KB KH KB KH KB KH KB KH K8 FILE E 0 C 120 O V 5.8 5.49 5.49 5.2 5.49 10.3 5.49 14.5 E 0 C 120 ✓ 5.8 E 0 C 120 ✓ 6.3 E 0 C 120 ✓ 9.7 E 0 C 120 O V 13 18.4 4 HEAD LINE ON FIRST FLOOR #46 - #55 I.D. L 1 PT 7.76 ADJ DROP F a PE 0 E 0 QT 15.6 1.049 T 4 0.0822 PF 0.33 C 120 KH 0 V 5.8 L 11 PT 8.09 KB 5.49 q 0 F PE 0 E 0 QT 15.6 1.049 T 11 0.0822 PF 0.9 C 120 KH 5.49 V 5.8 L 12 PT 8.99 KB 5.2 q 16.46 F PE 0 E 0 QT 32.06 1.442 T 12 0.0661 PF 0.79 C 120 KH 5.49 V 6.3 L 12 PT 9.78 KB 10.3 q 17.17 F 0 PE 0 E 0 QT 49.23 1.442 T 12 0.1463 PF 1.76 C 120 KH 5.49 V 9.7 L 2 PT 11.54 KB 14.5 q 18.65 F 8 PE 0 E 0 QT 67.88 1.61 T 10 0.1549 PF 1.55 C 120 KH 0 V 11 L PT 13.09 KB 18.8 4. S HEAD LINES #69-75 I.D. L 1 PT 7.76 ADJ DROP F 3 PE 0 E 0 QT 15.6 1.049 T 4 0.0822 PF 0.33 C 120 KH 0 V 5.8 L 10 PT 8.09 KB 5.49 q 0 F PE 0 E 0 QT 15.6 1.442 T 10 0.0174 PF 0.17 C 120 KH 5.49 V 3.1 L 10 PT 8.26 KB 5.43 q 15.78 F PE 0 E 0 QT 31.38 1.442 T 10 0.0636 PF 0.64 C 120 KH 5.49 V 6.2 L 10 PT 8.9 KB 10.5 q 16.38 F 0 PE 0 E 0 QT 47.76 1.442 T 10 0.1383 PF 1.38 C 120 KH 5.49 V 9.4 L 10 PT 10.28 KB 14.9 q 17.6 F 0 PE 0 E 0 QT 65.36 1.442 T 10 0.2471 PF 2.47 C 120 KH 5.3? V 13 L 4 PT 12.75 KB 18.3 q . 19.1? F 8 PE 0 E 0 QT 84.53 1.61 T 12 0.2325 PF 2.79 C 120 KH 0 V 13 L PT 15.54 KB 21.4 0 5 HEAD LINES #69-75 I.D. L 1 PT 7.76 ADJ DROP F 3 PE 0 E 0 QT 15.6 1.049 T 4 0.0822 PF 0.33 C 120 KH 0 V 5.8 L 10 PT 8.09 KB 5.49 q 0 F PE 0 E 0 QT 15.6 1.442 T 10 0.0174 PF 0.17 C 120 KH 5.49 V 3.1 L 10 PT 8.26 KB 5.43 q 15.78 F PE 0 E 0 QT 31.38 1.442 T 10 0.0636 PF 0.64 C 120 KH 5.49 V 6.2 L 10 PT 8.9 KB 10.5 q 16.38 F 0 PE 0 E 0 QT 47.76 1.442 T 10 0.1383 PF 1.38 C 120 KH 5.49 V 9.4 L 10 PT 10.28 KB 14.9 q 17.6 F 0 PE 0 E 0 QT 65.36 1.61 T 10 0.1445 PF 1.45 C 120 KH 5.37 V 10 L 4 PT 11.73 KB 19.1 q 18.39 F 8 PE 0 E 0 QT 83.75 1.61 T 12 0.2285 PF 2.74 C 120 KH 0 V 13 L PT 14.47 KB 22 Yff WORMRLO DESIGN INFORMATION SHEET NAME _ _ c\T E.W`( h -i LOCATION ___12?2_Q (-4A-'Lv1 Y= cr, 714 kv.i LA BUILDING Y ST,),„1(- VV \1151 06,1 CONTRACTOR W uTt-N\At.-►7 CALCULATED BY 'VI ►-114 CONSTRUCTION: 0 COMBUSTIBLE g NON-COMBUSTIBLE OCCUPANCY OFFICES FILE DATE _ 5' -14- 9 SYSTEM NO i CONTRACT NO LI -60449B DRAWING NO CEILING HEIGHT ..7-41 FT Z 0 H W ❑ NFPA 13: ❑ NFPA 231 gOTHER (Specify) SPECIFIC RULING ❑ LT. HAZ. ORD. HAZ. GP. 0 1 ❑ NFPA 231C: FIGURE t SOC, Z1 WSQI?, C_QQvl nt . 1J 3enb D 2 ❑ 3 0 EX. HAZ. CURVE MADE BY DATE SYSTEM I AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 1S0h WET • DRY SYSTEM TYPE . 1 0 DELUGE 0 PRE -ACTION 1 _O ig MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE tan RE Li PALDAODEL V2 K -FACTOR .10 Z -- RATING 1105 CALCULATION SUMMARY GPM REQUIRED 4S1 PSI 0 REQUIRED 4111".47-- AT BASE OF RISER "C" FACTOR USED: OVERHEAD 1 Z UNDERGROUND WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA ' TANK OR RESERVOI - & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATION CAPACITY 143 ELEVATION PSI 92 3S o WELL 7 P- SOF FLOW GPM LOCATION SOURCE OF 12_" CITY MA h INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE s==ue CLASS LOCATION r -' HEIGHT AREA AISLE WIDIMi-= METHOD: SOLID PILED % PALLETIZED RACK 0/0 _50..--'`---- a °C PALLET 0 AUTOMATtC S 0 SOLID SHELVING • SINGLE ROW • CONVENTIONAL ORAGE • ENCAPSULATED ❑ DOUBLE ROW • SLAVE PALLET-. • NON- ROW ENCAPSULATED • MULTIPLE • OPEN LONGITUDIN FLUE SPACIN 3 IN�NCHES CLEARANCE FROM TOP OF STORAGE TO CEILING (./� TRANSVERSE FT IN. HORI L BARRIERS PROVIDED WFS 09-0009 19:851 r a 0 • It•••'1 .-._. PRESSURE - PSI 0 H ;;1 L1 ,it jt , .... _... .. «-Y-._ l _:-}4-1-I+++t• .. «« • • • —t '+s {I� i ' t t • r 1.. . • .-. ..4� .-. gtr Cr _ Tr 3 • .I:-.'.+419-.14*.‘ i 3 '1—T7+1 +1t" GI XIm 74 v 7v c nA r n r `o A • • VWLD ARE SYSTEMS, SIIC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS GA- e�iiE1Z- JOB NUMBER BY .22-0-0449g Cr/rtf.A/p, grQ<, 47 D 5m,7N les r cco4. DATE SHEET 8 ly-/0 OF r -12o •1GIIS-00 E NOZZLE IDENTS LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH r RICTION LOSSSUMMARY PSIIFOOT PRESSURE NORMAL PRESSURE NOTES L I M E.412g a LGTH Ji , o Pt 8.75/ Pt k%5.O3 FIT Pe Pv S-/ 0 1i '07 1.68 TOTAL ll.o .008 Pf . 09 Pn q /5, g 7 LOTH /V -0 Pt . $ 3 Pt K=s. 34? FIT Ps Pv S- z Q3o.7S/ 1,fa TOTAL /.?-0 'C�% PI ,3S Pn q is -72._ LGTH /3. 0 Pt 9 /1 PI /4 =S, /' E S oG Z Pr Pv S- 3 Q `/6. ye, 1. G TOTAL a / . PI 1-30 Pn q 1 8 LGTH 4. S two PI /q 5/$ Pt K' f•/1 -r FIT /o Pe Pv .S- &% Q G3.,2G ,?•6'47 TOTAL J. S PI # L te , Pn a LGTH PI / /-/q Pt k: j8. 9S FIT Pe Pv /7)41,4 -/TOTAL Q PI Pn a LUIM M7 rt FIT Pe Pv q TOTAL PI Pn LUX °/Z % a I'G LGTH J/, 0 p07 Pt 7.0 Pt K-5•30 FIT Pe Pv —/ 0 14oz TOTAL 11,0 Pf ,0S' , Pn T.' q /y �/ y 1-61 LGTH D ' 02 � Pt 7 0 I Pt K: 5• `/3 FIT Pe Pv 5- 2 0 2$. c/7 TOTAL /1-O Pf , 3 o Pn q Pi. 37 1. 8 LGTH i 3. o csi Pt 7.3 S , Pt g=5.2.1 .2 E FIT $, 0 Pe Pv -5- 3 O Na ,PI TOTAL .0 /. 0 Pf 1.13 Pn Q )s-37 2, a b7 LGTH 7.0 $ 03 5' Pt S, S' I Pt ie: 5.2 7 7 TOTAL /D -D v 5 - yo S $, 21 Pf . G 0 Pn a I LGTH Pt 9, / / Pt kt hue" ^ / 9•,2 9 FIT Pe Pv /i>q blQ TOTAL Pf Pn a LU1M n n FIT Pe Pv Q TOTAL Pf Pn a LGTH Pt Pt FIT Pe Pr Q TOTAL Pf Pn a LGTH Pt Pt FIT Pe Pr Q TOTAL Pf Pn a LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn a LGTH PI PI FIT Pe Pv Q TOTAL Pf Pn WFS O9-0013 (8/85) Vii` WORMRLD FRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS IDAJE11,- JOB NUMBER BY 22-00 44q 8 DATE SHEET 2 OF NOBLE LOWPIPE IDENTS FIN LOCATION GPM SIB PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSVFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ! L,t/F /3 O q 1,03 LGTH '7, 0 ,008 Pt s , 3� Pt ;42- S• 913 FIT Ps Pv S -/ C / P% roam. 7-a Pf ,O(, Pn q )S-7 1 -Cie LOTH 4.0 , 030 Pt $_y0 Pt k S VY FIT Pe Pv S-2, O 3/,9a TOTAL H,ti Pt ,/:t. Pn q / S' 38 1 `I? LGTH /2 -0 • GG 3 Pt g. 5-3- Pt k 5•,2, FIT Pe Pv S- 3 G Vt.. Sr0 TOTAL /?.O Pf .7 (. Pn q /5 91 I4Y LGTH 3,o •i07 Pt 9.2g Pt it:: 5.2s FIT Pe Pv s-4 oG?-71 TOTAL S.0 Pt •33 Pn q )4. y3 1.6k LGTH / o, 0 ./b8 Pt 9, 4 / Pt k=5-.30 .2 E FIT S, o Pe Pv ‘.1-.5"O 71.22 TOTAL /S•D Pf 3. 01 Pn q 19.317 -2-(161 LGTH 7, 0 9 Pt 12-6. 3 Pt )L 7- 5. L/3 FIT Pe Pv 5- C. 0 cjcS. J), TOTAL 7. 0 Pt ,l, y Pn q LGTH Pt /3..1, Pt Rs. iaid- = 027.0r- FIT Pe Pv M.d /x/ 0 TOTAL Pf Pn q LGIH M n FIT Pe Pv O TOTAL Pf Pn Lwe41 99 q *2-°47 LGTHS. (7 1 , 00y Pt //. 92.- Pt k=-6. / 9 Tg FIT /s o Pe Pv 3- / O )7.9z TOTAL2'O. O Pf . O 1 Pn q LGTH Pt )2'0O Pt Kt ue.- ^ 5. /7 FIT Pe Pv O TOTAL Pf Pn q WIN rt n FIT Pe Pv o TOTAL Pf Pn L,nIfc 9 g q ?.0'7 LGTH .5,5 FIT Ls •o0y Pt //. y3 Pt K: -5.3D -r E Pe Pv 3-- / O 11. 92 / TOTALVO. f Pt ,OS Pn q LGTH Pt 11. S7 Pt Z./.4/E- = 5 213' / -� FIT Pe Pv O TOTAL Pf Pn q LG1M rt rt FIT Pe Pv G TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn WFS 09-0013 (8/85) TAY WDRMRLD RAE SYSTEM JOB NAME LOCATION: HYDRAULIC CALCULATIONS 4I1-0A/G JOB NUMBER BY Z2-oo449 8 DATE SHEET _._ OF .5 NOZZLE !DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY !NORMAL PRESSURE NOTES l./.JE 9 4 LGTH 5 . s 'b�7 Pt / I. 2 Z P1 Kr.- 5- 3.6 E T FIT )SPe Pv S-) O �7,q� z•liri / TOTAL?o • f Pf .o8 Pn 4 LGTH Pt 1 /• 10 Pt kcift/t._ 5.33 FIT Pe Pv o TOTAL Pf ) Pn 4 LIM n rt In FIT Pe Pv Q TOTAL Pf Pn v LIA= Ito q 0°4-7 LGTH 9, 0 ' v 0 3 Pt S. 6'7 Pt FIT Pe Pv ,1 Q (1S-.4 1 j TOTAL cI. 0 Pf • 03 - Pn 4 30 . a Q 2.14% LGTH l , b2 l Pt g..-? o Pt ktsl s = 10.27 FIT / r _ 0 Pe Pv $ 4.s Q a/ S -9a TOTAL 19.0 Pf . (42 Pn 4 LGTH Pt 9 )Z P1 kL/A/E'= M.20 FIT Pe Pv , (1112 IPJ O TOTAL Pf Pn 4 L(a I el rt rt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q_ TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Co TOTAL Pf Pn 4 LGTH Pt P1 FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv o TOTAL Pf Pn Vir IAIOAMALD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS ver._ JOB NUMBER BY 'ZZo0 44.16 DATE SHEET di OF S NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES L 1 n1 t"� 9 q q n.qt_ LGTH Pt Pt it I.1 g 1 g.' sZ Q �s,cay FIT Ps Pv LI+JL`i4L1% /- C4S.C•4) TOTAL ' Pf Pn q LOTH Pt 12.0 Pt . KT.- 2.4,11.- FIT Ps Pv Q,Qq alit. c E53.5(e TOTAL Pf Pn , q win n n FIT Ps Pv O TOTAL Pf Pn LC14E4 ti q 1-11-1.— LGTH Pt Pt 1 12.1 19.iq j I E. S/ qr.- 6.s-, y y FIT Pe Pv Weil tJ Eil 1Zq cL S'- (% di) TOTAL PI Pn q LGTH Pt 11, SI Pt 14 = 7-41, 5-7 FIT Pe Pv eitift 1 Ill 0 83 . % (, TOTAL Pf Pn —1'f q LuTN R FIT Pe Pv O TOTAL Pf Pn WE q1 gl/ ��•yZ� Pv LGTH Pt Pt it Q 7 �� �J', .1. x3.17 CR= 19 • cl / FIT Pe L uJ E 11z 0 955,59. TOTAL Pf Pn q LGTH Pt 13.21 Pt K = 32.31 FIT Pe Pv Q it i JC7 0 117. Citi TOTAL Pf -Pt Pn R q LGTh FIT Pe Pv O TOTAL PI 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 O TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv O 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 q LGTH Pt Pt FIT Pe Pv O TOTAL _ Pf Pn TAT WORNIRLD ARE SYSTEM% INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS 6AA.0/V6-2 JOB NUMBER BY 22-0041441g5 I:).5P ITEI DATE SHEET S OF .5 NOZZLE !DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES a LOTH Q,O •DbZ Pt 12.o Pt FIT Pe Pv #qqllAT Q 83.5(0 4.2is TOTAL •O PI ,Oz- Pn 1 q (sS•i$l , LOTH 1 a . o X00'1 Pt 12, az_ Pt 14: 24.57 �ZCe FIT Pr Pr 21q% !act o ►ir8,74 TOTAL 12.c� Pr •,O$ Pn q LGTH Pt 12,1 D Pt K- 4 Qs. s FIT Pe Pv p TOTAL PI Pn LGTH Pt Pt T AC S I 7 FIT Pe Pv4 C(1:1(o, -1 TOTAL PI Pn ' q 1 I'1. q q r_ 42(e Yt LGTH 11, o L O a 13, z-) Pt FIT Pe Pv f aI 11e2,t) �� o 991'1. (L'�J' TOTAL. 11. O PI • ZZ Pn CI 5s,g3, C 0 3so,i/S 11'2 L LGTK.2 O , O2 g Pt 1"$.4i 131 15.2 13.49 T 4 E 5fs FIT (D 60, Pe Pv *-9ie TOTAL Q1' ••. ' Pf E., v 1 Pn q CJaci.5 5 LGTH 4 ,-O 0/ i) Pt .. 1. j'-' Pt 7 a E FIT ,75--...0/ Pe 10.;53 Pv 1 I- .. Q 351 TOTAL / ,S - a Pf 1.31 Pn 5A95 LGTH i1 FIT 4Z o1 (r Pt 33 , G B Pt ,L./ Pe Pv 1'lf) 0 451 TOTAL Al (G LGTH Pf , 4 Pt 34 .41- Pn Pt q FIT Pe Pv Spit Q TOTAL Pf Pn q LGTH Pt Pt _ FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL _Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn ...2L4MOINt$0480tMtgyst JOB NAME LOCATION: • IOWLOCATWON r(P, (*.Medi Ow 4 P c)errAlkt i 4z -S -22r HYDRAULIC CALCULATIONS PLOW a POPE as z • Loa) I.1o4 4 G •. RIP& PITTING& liOUtt PIP$ tAlarti 4 LOTM 1,14 FIT tI.Z5 TOT t A • o LOTH TOTAL FRICTION 1.004 ,0544 IZ1zo JOS NUMBER \`/ ' 1l'd`i1 BY ti. tt SHEET -L.-- OF PREWAR SUMMARY Pt '1.1 PM PI .1,Q Pt Pr Pt B•tA0 Pel PI PP Pt Pv Pr 4 0 (6.' 400 4 ‘• Ai' 144 Q !S,tI 17+.4.€44••fcp 4S1°' 0 15•u(P t�tiD�A • al.opr 4 AT1R- o , vo 4 ADOlfra> 0O%j.L.Cs a 16.81 kr 'tfc$ 0 31 ,91 LOTH 2 , zg "Tr TOTAL 1i.1.0 LQTH TOTAL LOTH 7 . LC r,� Z� Fit 5.A T0l'AL 1, 4.5 XL. LOTH PTT TOTAL� , c, O koA E? + 12 rs') * ~ \°sqk tuo p.tiG•.�p f.r2 P 1. Vek• • •$.14 Frt. • S. .%2Y Pt 1.1a Ps Pv Pt Pn Pt 4 .4 . Pt ger.., • 4'Vt. Fr Pr Pv PI ..,( PTI / 1.10 Pt Pe Pt 't� Pe Pt Pv Pn Pt Pv Pit LOTH PI Pt PIT M Pv TOTAL FK PTI LOTH .2S Pt PIT to 5Pv Atr 'rot a 'At 4 0 3% "al rout. .1s LOTH PIT TOTAL 2?•4 6. S Pn 0 0 LAWN PTT TOTAL 111111 Pt NMPr Pn LOTH Pt r POT TOTAL M LOTH Pt Pl•TTAL 1111311 Pv MI a*n Lr at PIT Pv 011 • 3,34 • I.0.39 f 4t/7.•.• . al. 41, Pr Pm Pt Pr M ?AL Pv efJ Alarm Monitoring Data Sheet Installing Company t.) Registration # OA$ i4 t,4 2 2_0t3 Agent —Si Phone # • 3 -2 -Sip Monitoring Company Phone # Account# Monitor Sprinkler Only — Monitor AJF/A Only — Monitor A/F/A & Sprinkler —► Fire Alarm Equipment — Installed by Others — Installed by Monitoring Co. Nf/' 72 Adv./) Cr4f f'` ¥(' ,a -,(3N;, OP i4 /( ,9-2 E 5 d F Tb ,1u, "�1c, - -/79 s 4(..4-72-," s S tc71-k ,121" Customer K C- m -'A Y CZ P -(L. 11--7 2-0 4110 - S� G- vu A ig165 Telco MPX Scan Scan Alarm Line ❑ LDigital 4 Line 1 Line 2 Er ❑ jL�j ire �. The drawings or documents affixed hereto do not meet minimum requir rnents of she adopted codes of the Cit;' of .i ukwila. No demolition, remod :ling or construction may prooted until approval is given. F.11 U - TJ :O 1PLY WILL RESULT 1.. A.Ci ; ATICN 4 BEING I6i2- cr ED. 2-.�S v t OF TU KW."S I LA Si l?°.a'ia SIRE PREVENTION ti is o ne ✓oit 61-2 e o e, es nroi -*Type of Fire Panel �y4 icst- 1 cs $I1ZF �� 1S cc)c1S1 K) r Q V IL&c D CiaYes S Z-% w �_� -d� w ca ' �L Pt -c4; y4h7� I A_: ;c- i.3`c / 1 L� S g 1 3 r r 0 PROPOSED LAYOUT FOR NORTH -NEST CORNER OF 'BUILDING u7 ITT TECHNICAL INSTITUTE +7170 6A 41. CONE n;µ2i D 08112 Communicator Standby Battery and Current Rating Chart AC Power On AC Power Ott. Normal Current Minimum Current Accessory : " Quan- Each "Model � Total Each Total •• tlty . Unit ' ' System . Unit System Used Q • B 08112 ---j 200xQuan,= 200 .._:0125:=•t, • :: = .,17,x 200 x Quan. =:•0127 • :iSxQu n' �� 17xQuan., = i7 •'•.0128 . , it-•: an.• :_ E c 15 x Quan: _ . 0129 `' ' : �' ' S0'x Quan. •_ �,�� . 50'x Quan • D192 ESL 445CT_ • ' ESL 204A • D360 D1252 M801, 2, 3 M806 In Alarm Maximum Current Each Total Unit System 300 x Quan. = 300 _ 115 x Quart 65 x Quan: - - ,..... 25 x Quan: = • • 25 x Quan.•Quan. 1 10x Quan. _O 10 x Quan. -J2_ 50 x Quan: _. ..04 xQuan. _ --,L_._._ 50 x Quan. .04.x Quan. - . 40 x Quan. 4t7x Quan: _' • •40 x Qiian. "85 = x - ' • • 40xQUan. ''_ .••• •85 x Quan. __ • 25 x Quan. _- 90 x Quan. _L 65 x Quan. = 180 x Quan. = 0 x Quan. = 0 0 x Q 0 x Quan. = 0 0 x Quan. 'The current requiremont fortho ESL 42SCTsmoke detector is included with the 0125. Ratings of other devices in the system which are not shown above: S S?.r,m,ps 1.5,& , e8 x Quan. 4•-_ . 5 �� . S m � � x Quan. _ :��, -__•7552 /4,5 .g siii ,. x Quan. _ --. _• ...xQuan. _ . �x Quan. _ • x Quan. = • ; x Quan. = x Quan. _ Column A Column B 6-25 • Total _3o,2,Sb' 60 x Quan. ._ 100 x Quan. •5'; x Quan. Quan. _ Quan. =_ Column 'C Total • 16.2.2 NFPA 72A Local Systems require 24 hours of' stand operation at the end of the 24 hour by plus 5 minutes,. of alarm in the 1812 system to meet the basic standby requ rementsteries for anst NFPA 721. beinstinnsL al lation You must use battery ampere hour. (A.H.) calculations to verify ccmpiiance with NFPA. 72A. The following formu)..a includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as 10% contingency factor which allows for depletion of battery capacity with age. FORMULA FOR NFPA 72A AMPERE HOUR CALCULATION ( 3aq.Z •x 24 )+ ( x 1/12) + 10% - Y• Column B Hours Column C (5 min.) Contingency Total A.H. Total Total Factor 7 4, yy . ,3- f Total A.H. requirements must not exceed A.H. capacity of the batteries: Two D126 Batteries • - 12 AH. WORMRLO c;:ero ap-0103 DESIGN INFORMATION SHEET NAME f37E44/E1'{ 1S D °47 LOCATION 1?72 D •, D _y c✓4 BUILDING __ _ 1 7L4/(?_ - _R V CONTRACTOR _ 9L.1M9LD FUZE' S ySyyp 1 5 CALCULATED BY 1?ttVAPS__5n11.7/4 CONSTRUCTION: ❑ COMBUSTIBLE Igr NON-COMBUSTIBLE OCCUPANCY DATE ,5-3- 5 SYSTEM NO. CONTRACT NO. ZZ_OD L%O V ? DRAWING NO. _Z CEILING HEIGHT 9 FT. SYSTEM DESIGN ❑ NFPA 13: 0 LT. HAZ. ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. ❑ NFPA 231 0 NFPA 231C: FIGURE ; CURVE ® OTHER (Specify) is-car12 0,4 wSZB cpeVe OF • /3 /3000 0 ❑ SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE /soo J4k /C3 /00 SYSTEM TYPE WET 0 DRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE KfrSC-O MODEL C4 SIZE /L. K -FACTOR 5. Z - TEMPERATURE RATING /10 CALCULATION GPM REQUIRED 50'/ PSI REQUIRED SUMMARY i "C" FACTOR USED: OVERHEAD /2-0 UNDERGROUND hip 69. AT BASE OF RISER WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVO & TIME RATED CAPACITY CAPACITY PSI /%3 AT PSI ELEVATION PSI 9L ELEVATION FLOWING .3Sr(e) WELL 95 OF FLOW GPM LOCATION SOURCE /2'C/Tj/ n jjid/ OF INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION HEIGHT AREA AISLE WID - METHOD: SOLID PILED % PALLETIZED°• RACK % Y a a °C ❑ SINGLE ROW 0 CONVENTIONAL PALLET 0 AUT• ,- • STORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET i •LID SHELVING 0 NON- E' MULTIPLE ROW 0 OPEN ENCAPSULATED FLUE SPAC s 1 INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING LONGITUDI ► • TRANSVERSE FT IN. H•' • TAL BARRIERS PROVIDED WFS 09-0009 (8/851 PRESSURE - PSI Minn 111•t 111 I�i1�i�il111 q�Ntilw I lIMN1NNN11Nq NN1gg1111gqNINIIIqNIN111,Nt11 NMM1NMNNINN/Nr NNI Ell ��IHNNNwN�NNI YNNNMl�llrN 11111111111111111111111..m•im ems, 1■11 .1111111111 _ 11111®111r111■IM 111=1 1112=1111M111 =MN MO 1111111.11111.:'.::M :Cid 01111.111 .11-- ®j I: ===a== r 1=EN i w....n.N.www.n.a.Nw.Nw.wlwwI.ww.../U.www UV I....BEM ll......Il1IIIIMUI NUNMINI .... 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JOB NAME LOCATION: I HYDRAULIC CALCULATIONS 6167 kiES i T. r• JOB BY NUMBER .2X00 WV/ G A-7Cc4,A y 81.04 raf % D- 5,72/71-1 / a'► fe-000-• DATE SHEET 3 -9 0 / OF 3 4 // ruo kr-5,6Z c 1/2.6 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL. PRESSURE NOTES 1-)4( toe a I LGTH q,0 '141.C3 Pt 14'4A9 Pt IA,- 5. 31 FIT Pe Pv 5- \ o 2�, a TOTAL `j , 0 Pf 1, t Co Pn q 7-1 ., D , .38 LGTH % , D .1 3 8 Pt 1(0.15 Pt 1,c7._ S.40 E 7 FIT / TOTAL 16, D Po Pv 5-2_ dZ Q 4.�jD Pf 1_o7 Pn D Z q 2.,o4-7 LGTH LO, O / 1 q Pt 1 g. Z'L_ Pt FIT Pe Pv Q y t �Jl% TOTALI O, D Pf ,19 Pn a 2.3 . 13 7", [►• LGTH 11_0 t 043 Pt MAI Pt q K=%•ISI FIT Pe Pv S' 3 O (05,10% TOTAL 12,0 Pf .,SZ Pn q Z-3,461 Z� LGTH 3„7S i 0 Pt 18,93 Pt K=s.4� T FIT to Pe Pv 5-4 fl Q Sq it-- TOTAL13,7r Pf 1,0 S. Pn 4_ LGTH Pt 19 , 9 $ Pt K4-It.1t: It 14,94 FIT Pe Pv ')-Iiiia/14 Q TOTAL Pf Pn q ll, I H P't rt -- FIT Pe Pv Q TOTAL Pf Pn L i taC (e 3 q I,049 LGTH q. O '14o Pt `cam 17 Pt K`5 FIT Pe Pv 5`1 Q oZO,g TOTAL 9,0 Pf \.Lfi Pn q e11 q 1.38 LGTH 12.0 ,14'0 Pt 14.43 Pt , K=6,4z FIT Pe Pv 5-Z Q 41.1% TOTAL It,O Pf \.4E. Pn aZz,g4 LGTH 12, p Pt 1%.1k Pt 14,7:- S.31 FIT13oq Pe Pv '3 0 (e5, ]1l''‘3 IZ,O Pf 3,71 Pn q it •50 1.3S _TOTAL LGTH 3,1r s61 Pt Z1,SZ Pt K = 5,44 T FIT G , o Pe Pv S-4 Q 91 .j 1 TOTAL 9.7 ,-- I Pf S. 5 3 Pn q LGTH Pt tl, 35 Pt ,e =1144 FIT Pe Pv X- MAS Q TOTAL Pf Pn q tU t R rt ' rt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn CI LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn TL I DRMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS ,1l 6r7 6t/ES7 JOB NUMBER BY Z1004°13'7 -7 f7 "j BG/X:e 447 D. 5 ?)f -Ty / 5-.."7-- Gt oQIL DATE SHEET 5- .3-10 Z- OF 3 NOZZLE !DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT � PRESSURE SUMMARY NORMAL PRESSURE NOTES LINE * (i4 q i,049 LGTH 9,0 1s°4 Pt 16,01. Pt FIT Pe Pv 51I 2 -Q 41,(4 TOTAL 9.0 Pf 1.r1q Pn q Z S 4 1,51? LGTH 12 -O ' 3Z1 Pt Zo, 561 Pt Ki:54.2 FIT Pe Pv 3-3 Q %7.b1 TOTAL a ,b Pf 3,%5 y Pn q Z ` p� 1,3o LGTH �-L . c� ' 1 Pt 241.4 1 Pt ,t "5•'1►T FIT Pe Pv y4 Q 93,g6 TOTAL 11-t) Pf 1.19 Pn 30. 30 .� w Q �''f Z.� Q I a LGTH 5," r 1 .0 1 Pt 3‘,40::.Pt C �`5, s7 FIT (e Pe Pv 5- 5 TOTAL ', i c- Pf q,� Pn q LGTH Pt 411 .4 D Pt {.....1.:".. - Ip 1` l l FIT Pe Pv X- #14 t Q TOTAL Pt Pn q LIaIH M "Pf FIT Pe Pv Q TOTAL Pf Pn (oU q . 6g LGTH g,L.S 14 Pt 1.4.0 Pt A.. --S. 5 T FIT 60 Pe Pv Q 'Z0 . g TOTAL 1(0.2 Pf 1 1-3 Pn q LGTH Pt 14-1-1 Pt 4eNL113t = 6.44 FIT Pe Pv X- irA III Q TOTAL Pt Pn q U, J M FR r't FIT Pe Pv p TOTAL Pf Pn q 1 ,(O j LGTH Sj ZS e s- `Y Pt I,57..,_ Pt T FIT , / TOTALi LLS Pe Pv p 4ZR4 Pf ,Qv o Pn q LGTH Pt 14.40 Pt fi 046 - 104-6 FIT Pe Pv Q TOTAL Pf Pn q W. TM Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8/85) ivi, WORMALD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS MCI' W C37 JOB NUMBER BY ZZoo 46159 C-7/9 7 C wA f Ke D(-= ? D s m 1 0 l a:2 t Coot DATE SHEET 5=3-4 a 3 OF a NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ES q Z(< LGTH 10 %00i} Pt 19, 18 P< `\) 5 AL. fc1, Q..g ` Z�1.41 t S9, iz - 113•So FIT Pe Pv (i/ %a0113150 TOTAL ID PI .01 Pn LGTH Pt Z O, O'L. Pt 0 r1I re eV : Z541 TOTAL PI Pn CO ,(.2. q(13Z.D$) AzTOTAL Pt 40� .SS1s + q I •1-1� I = 9.N. FITLGTH Pe Pvt 6o 63 Q 1 11.1 , Pf Pn q 4-Z(. LGTH 10,6 I oI3 Pt 2-1,3 S Pt FIT Pe Pv Wit /,1 Q 25a,444 TOTAL 10."0 P1 . 1 `) Pn q LGTH Pt Z,7 ,.5b Pt 48 .4 i FIT Pe Pv Q TOTAL Pf Pn q LL,II- FT FT FIT Pe Pv Q TOTAL Pf Pn 40j,'T1- q FTTH TH 4g,41 4741,5o -311,48 e Pv q TOTAL Pf Pn q F— LGTH Pt Pt 10.`040 (8 . Za FIT Pe Pv Q TOTAL Pf Pn kb -4.1 (31.4$LGTH Pt Pt (e iS, ZO t 1 Z -I . Z C► IgZ,4G FIT Pe IN - cL ,,4 /) a0gj,4 b, TOTAL Pf Pn q a (v - '1 i� LGTH Ai 010 • D55 Pt q 14'p Pt ,E CY�d6$ FIT \rct Pe Pv EA o ,q¢ TOTAL -o Pf Z0.30. Pn q 536 LGTH ,5-5'_ O . O19 Pt 41 .10 PI 4E ALV FIT Qom}' O Pe 4.33 Pv Boa_ Q Sce,g4 TOTAL(�`j O Pf 2.&4 Pn q LGTH Pt G8.61 Pt FIT Pe Pv Q TOTAL Pf Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL P1 Pn WFS 09-0013 (8/85) 0 -002-c° • HYDRAULIC DESIGN INFORMATION SHEET NAME A'%. wt1.`{ ezLD ee) LOCATION I - LO ��?Gt•��Jy D/L rl/lry/cA , �/� BUILDING EJUST/A/4 7-c/IAtd7 f EVr DATE Z/27 /qD CONTRACTOR LUo/f✓n CALCULATED BY D srm711 i CONSTRUCTION: ❑ COMBUSTIBLE %NON-COMBUSTIBLE OCCUPANCY ncricEs SYSTEM NO. I CONTRACT NO..2;-003g54/ DRAWING NO. CEILING HEIGHT 2 0 ' FT. z c? w ❑ NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. ❑ NFPA 231 0 NFP 231C: FIGURE ; CURVE OTHER (Specify) SO stiJ &.s.$2g GWl,2' mF .13 A eo-o ❑ SPECIFIC RULING MADE BY DATE 1 N } cn AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE ❑ WET ❑ DRY SYSTEM TYPE ❑ DELUGE ❑ PRE -ACTION MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE MODEL _____ .__ K -FACTOR ___ _ RATING CALCULATION SUMMARY GPM REQUIRED 3".2, 8 ( PSI REQUIRED 2+7$ AT BASE OF RISER "C" FACTOR USED: OVERHEAD /2-0 UNDERGROUND Nlq WATER SUPPLY i DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVO CAPACITY & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATIO Pia ELEVATION PSI WELL 35-oc -- "f F FLOW GPM LOCATION SOURCE OF WI G/7>/ 41/41AI INFORMATION COMMODITY STORAGE I COMMODITY_ STORAGE STORAGE CLASS LOCAT ION HEIGHT AREA AISLE WIDTH METHOD: SOLID PILED % PALLE D % RACK 3, Y cc SINGLE ROW ❑ CONVENTIONA LLET ❑ DOUBLE ROW ❑ SLAVE P T ❑ MULTIPLE ROW STORAGE El ENCAPSULATED SHELVING rj NON- ENCAPSULATED ■ AUTOMATIC ❑ SOLID ❑ OPEN LONGIT ORIZONTAL FL ACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING ' AL TRANSVERSE FT. IN. BARRIERS PROVIDED iII02IIii1:L'i PRESSURE - PSI I I =MIMMUwiluummuMinilaiM• I IIrM N�11----�NM�Mmourii irM Mini IMii► EIIEiiiPEn"•" br► �i MUNE re OP IIMBI lim ' iz' MAP IT ' ~ - ■•'i �■' i?i �i w mow M_ MNtr..M.M...AMMEmEEmM� .�i.iii ==..".== ils � � �E al � ll 0 MEM 111111MME11141...a.ast .i.._...�... _�. IsiON= . =. w�w■w..��■. . �.�.■..�■r.�■..�...�■r.w�. mammagamm .....==. .... ...n ......m= mmiummEmEmmEmmEm 1===m-Emm immmmmummmilmmiummonimmill===== MMEMEEMEMEMMU immimmilim wwwnww■wnw ww waw mMEEwwww■wwwww�ws ww■■w �� �� ■■wwww ■w ■w®■wii�EEM Ew minim ME miw =waw mummil � om wwwmw�imimm wwi�wiMEmEm ii�wwEllmmw mmissmaimm minis %® .iii .■... wwww w . �E Nai....II w M 1.uu ® 111 =MEE N\taw /NYw == Imill =minimal=m N MAY �. --==mnim 1 1========== m rmoung :, = =M MMMI :1:1111111 iiIiiiIiv ......=......=.=wassammEml�m-s' MEMEMMEEMPEE M I Mom= M I 111111m .... �...._= r.. I — ==== �lMn.'N1. MI MMEM 11 MEMO=== i�i� = ===== =1 Mir 1111111111111 Il El MI= IMMEN mEMa INOMMcMOMM OMMEMMEMEM Imm r„I„�nppn��1�IW�iN�pp�INnnRIn� mmom ommum���� mY/rm� ====Wnlq_NpnnNNAMMIEM MMM M mmm mom MOO"jjLI rt= MOONMOM .MMiii..MuuM.M�M.Muiuw M . MMM M ���iM�i�i�iii�iiiwn. d Fir off tueWsAS 119101d o ssax • •y -atm 1 ON .1.0X11,1.NOD !�® WORMALD FlRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS GPrTEY4A'( $t D(a 1 JOB BY NUMBER Z7-474)385 y Z�2 FLootL Eq-sT 'D SrY11TH DATE SHEET 2421 /9O I OF 3 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LI 14E4 al q Hit LGTH q , O I d \ g Pt 8.7 a Pt K=S.33 FIT Pe Pv ' ^ 0(tS; [ TOTAL Pf ‘ On Pn Q (1 S? dd 1 TiL1 LGTH 41,5 10t2 1 x6.85 Pt . K _S.O o FIT Pe Pv `J' .L 0 3 O, (e ip TOTAL Pf I 2./ Pn , Q I !o . 1 p ' I�Q,L 6 LGTH I O, C7 ' ()6'5"-- Pt q. I Z Pt — — K=S G Z.. FIT Pe Pv Z' 3 o41;(0.3 TOTAL 10 , \ V Pf , (" 5 Pn Q IS1(p9 I 4SZ- LGTH Ib.b 010 Pt 9.7% P1 K= {e ,DZ FIT Pe Pv S-4 Q G 3.3 L TOTAL I J. 0 Pf \ ,1 'p Pn Q “P .SS .j LSD`' LGTH (, , 0 I ��Z Pt `O, al Pt '11.r. %,-0-f.... Z E, T FIT ,,O . O TOTAL 2,4.O Pe Pv G S'5 Q 0 /9.16/ Pf \. (p I Pn 4 LGTH Pt 12...418 Pt Kk. / k)L ZZ. G ' FIT Pe Pv M A II O 0 TOTAL Pf Pn L 1 Ot' q 1,38 L(i 1 H c g . ca. O ►'t A.(>5—� n K=S• 2' FIT Pe Pv S- 0 '4.8i TOTALS. Pf Pn 4 I s 0'i.. \ 'te I LGTH \0.3.3 10 Pt 8 .'L'L Pt IL S2.I K= S . 4 U a -r FIT t L 0 Pe Pv S' Z O Z9 -S9 TOTAL,Dco.» Pf eit0 Pn Q 1(0.C11 Z'O(ts/ LGTH g O ' 472- 3 Pt C` • 1.1- Pt FIT Pe Pv S - 3 o 44g . TOTAL 8. 0 Pf • t g Pn 4 14$,C,7.- 2-.Q41 LGTH Z p 1 C4' Pt 9. 30 Pt 5 FIT Pe Pv 5-4 Q G 3.48 TOTAL -_.._ O Pf t Q % Pn=5.4 q 15.37 p 8 Q 7 .85 Z.0G,1 LGTH (e, c '04 1 Pt �. % Pt K:.-5 'pt.- ot_LGTH 2 T F FIT Q0,0 Pe Pv G Ste✓ TOTAL 2 L. G Pf \ . S q Pn Q LGTH Pt I b i C}'1 Pt pp 1'�LIA)Li: VLSI FIT Pe Pv MAIL..' Q TOTAL Pf Pn Q LGTH Pt fl FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8/85) WORMED FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC. CALCULATIONS CI rt. 7Cu/4' RSO( e 7 JOB BY NUMBER 22473SS I ,O GLvorL e -7? -457 G`.. S rn /7 H DATE SHEET e'Llo2.7n0 a OF 3 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES it I NL' S! Q LGTH S, S aDLb Pt w] _ 76 Pt K=s•33 FIT Pe Pv S - i• 0 19.Q>% less TOTAL go•T Pf 11 Pn S C Q t5-10/___ I4I LGTH ‘0,"%•-k. FIT 14 . TOTAL'j,,Davk, 1��✓� Pt -1.1 7. Pt K=S 33 Z T Pe Pv $•"1...- O 7M�.0 Pf ac 0 Pn Q 14 ,q3 0 '�4TOTAL /•°‘1 LGTH I Jr 0Pt ' �,` \ 6,115 Pt Kr 5,01. FIT Pe Pv 5 - 3 10 I 0 Pf 1 'L t Pn Q I S . I I V)(.1 LGTH Co , . •03(4, Pt Q , 0,(e Pt 10-S.OZ 2E, -r FIT ab, 0 TOTAL a4,O Pe Pv ��rr S -4 fe O ' 59 t -1 Pf Cid{' f n Q LGTH Pt I 0100 P1 Kot.) -ii = 1%.qs FIT Pe Pv mA►14 Q TOTAL Pf Pn `��� qt. Q Q 1 Lla 1 M4,0 10d� Ft 774• Ft K= S ,4 5 FIT Pe Pv S'6 Q 14.67 TOTAL 4,0 Pf . O ( Pn Q I 44 603, Q Zq • i s --ZOO LGTH G, b FIT to,c. 1 O 1 O Pt 7.4 5 P< K' S 45 '2.E" -T Pe Pv - TOTAL . O Pf I. Z ( Pn Q LGTH Pt 7, / 1 Pt h t. ‘ of e = 10:'11 FIT Pe Pv ,,\\ I IM 443 0 TOTAL Pf Pn ' Q Lta I M Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pn Q - LGTH ,Pf Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn Q 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 IN O TOTAL Pf Pn WFS 09-0013 (8/85) WORMALD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS Cork-76-wA 1 BLdl„ ot 7 JOB BY NUMBER 2�4d SS`►' FLUtJ2 e. -.67-s7- a S'7 / 7 Al DATE SHEET._ AAll // 4' OF 3 NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES `1 qD q 4.0 o LGTH 1 Z . o FIT _ Pt 10, OO Pt K : \ 0+1 1 Pe Pv %-S, G 0334 87) TOTAL I'�.Q Pf Pn q 51,g3 IV. LGTH IZ-O • OC7Z Pt , O . 0 Pt 14: IS, Q S FIT Pe Pv LIn1E &9 QTS (a�1 �O TOTAL II., ID Pf # Ci'L Pn q LGTH 10. Pt K, g9 -q o - aq•63 FIT Pe Pv Q TOTAL Pf Pn q •zG FIT Pe Pv C•�nIE 'V101C7� qQ t4) aq AL3 10160 - 1 Q TOTAL Pf Pn q "76 LGTH 12. G1 i DCA Pt {O, 41 Pt FIT Pe Pv LI pC Sg 0 I76, q9 TOTAL Pt • 1 Co Pn q _ LGTH Pt 11.01 Pt K=- 5; •'L -O FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt 5�f�v IX 48' FIT Pe ,.tom 53-43 b QQ �p,• Q• -14) TOTAL Pf Pn q--1 .S1 Q RG, -).€,1 �' 2� LGTH33. O O I,� #011 Pt I Z 4S Pt FIT Pe Pv LOX $'7 TOTAL 33,p Pf t 56, Pn q 100 4 acts LGTHQO t .pl 1 Pt 13,04 Pt �� City T GE_ J FIT `41. Z TOTALZ33.2 Pe g .6:4 Pv 1'11 J✓ 1-i.c" Q 3t;71.F.i Pt • S7 Pn q S.Z� N LGTH 4 Pt 7-.4. Z1 Pt J4t..sJ FIT 4z Pe Pv Bort. 0 -::7, Si (2 i( TOTAL 1-Gp Pf • 5 1 Pn q LGTH Pt 74,"') Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8/85) NAME LOCATION I1"1 LO C-IATEt.1JATULiILA, W!4 BUILDING E)(ISTINC, — TENANT Qe/. WORMRLO DESIGN INFORMATION SHEET A-rEWAY b(.pC,-7 CONTRACTOR CALCULATED BY 1111DD)A 4.1.b RIFE S �SrE S CONSTRUCTION: 2 COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY oFF1CGS DATE 1 Z DEC. 65 SYSTEM NO 1 CONTRACT NO DRAWING NO 3 CEILING HEIGHT -'- 2 0 FT 2 N W ❑ NFPA 13: 0 LT. HAZ. ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. ❑ NFPA 231 0 NFPA 231C: FIGURE ; CURVE 0 -OTHER (Specify) I (f O SPECIFIC RULING MADE BY DATE SYSTEM 1 AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE RACK / BUD itl 0 WET 0 DRY SYSTEM TYPE De I 0 DELUGE 0 PRE -ACTION 1/4P/E S MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE /00 Sep MODEL 6 r 2 K -FACTOR 6 2 - %f RATING /6 f CALCULATION SUMMARY GPM REQUIRED S—S 7 PSI I REQUIRED 3') ATQASE OF RISER "C" FACTOR USED: OVERHEAD ZD UNDERGROUND ¢-0 WATER SUPPLY J DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOIR & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATION CAPACITY /43 ELEVATION PSI 9 Z 350 WELL 4 PROOF FLOW GPM LOCATION SOURCE OF .1, ee C1 �V INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION HEIGHT AREA AISLE W li METHOD: SOLID PILED % PALLETIZEDRACK WO U Q cc ROW 0 CONVENTIONAL PAL ET 0 A : ' •TIC STORAGE 0 ENCAPSULATED ROW 0 SLAVE PALLET N ■ SOLID SHELVING 0 NON - ROW 0 OPEN ENCAPSULATED • SINGLE ❑ DOUBLE 0 MULTIPLE LONG FLUE " " G IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING - % IAL TRANSVERSE FT IN. - •RIZONTAL BARRIERS PROVIDED 1' anu exact • . FS 09-0609 18/85) • • CONTRACT NO.____ Z o nt ~ a M .111 u 3 J tU U J 0 S O W W a 0 e-Address o Pro . ert A •0 1,µ - +---- ,.. ... • • • • System No. ........ Sheet____ :r _:+—+—::ice • V , f ++#.-•.. 1- 's. 41 I .44s • r i.,f `! * ++t+ -#/ I+ •11 f,+••;1.I, t 1 • t --‘!f • f�+L-._..Yf+-. -•.J..___.��___._..-...L-.++.-_ ,' ,, ..�_{�..�•till +II .44 L_ # 4-4-- + -• 1--+—f -t- INN 11 + 1 iIII {4 �'1 { t• II ilt t4 rn iC:# II 11'f 4 '11 f I I I• I f;1 116111111116 Ow nom sommommiesseuma Isom • MN • RJ //MI/M irik Nom MA/�. IIMIUM MOO laiIIIIMIIIIMNII MIME II' 111111111111111 11111111111111111 0 0 0 N ISd - aIfISS314d N z '1 WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS JOB NUMBER BY GAT LtJA-V it 7 7 'YA-vr IZL4) DATE SHEET 1 Z Dt c- Ifs 9 Lo/,4T ISI `/ OF NOZZLE !DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Q 4. 24 LGTH , 027`f Pt 2 3.T4 Pt FIT Pe Pv -* 1'1-4 Q 31/4.4 TOTAL 1 Pf .03 Pn Q ! 12 •3 LGTH 1 Gill. Pt 23. S1 Pt le -23 14 FIT Pe Pv 1 j 0 p 4-5 ,7 (p TOTAL a Pf , 37 Pn 4-S- Q 1 0 O �/ LGTH / C� FIT . 0&1:74, Pt L3 .9 L/ Pt J Pe Pv } C Q 5--..--7 TOTAL 1 L Pf (, Pn Q S. 19S , (4C LGTH S4 , Q231 d0% Pt ZS- .4" O Pt .r FIT 1 0 2 Pe Pv S a Q Ay TOTAL ( O 6 Pf cf. 7 `) Pn a (o•3S1 LGTH G f- FIT iZ • oo9-S Pt 2 9, 7 Pt 2-014- Fie✓ l+t--V Pe it, . 7 Pv G 1, Q 121' TOTAL 44. Pf 4p Pn q C.-04° (.,Z7 LGTH Z (7 , DO?. 2 Pt 3 D.& P1 p1-1- )4 L /$ s FIT 2 I'1 Pe I D Pv (%.Ln p TOTAL y(„y Pf 1.c) Pn Q 11. 3y' LGTH G o • C 73 Pt S D .1 Pt FIT fj 0 Pe Pv 1 L )f o TOTAL i -O Pf .c .7( -t Pn Q LGTH Pt • 7 Pt FIT Pe Pv SVL 1 0 TOTAL Pf Pn _—, Q LGTH Pt PI FIT Pe Pv p TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH PI Pt FIT Pe Pv p TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn WFS 09-0013 (8,85) WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS C ATEWAq "1-rEIJANT JOB NUMBER BY 2b G1.L 2-W DATE SHEET 12- Dec- 09 cor4T-164 S OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSSSUMMARY PSI/FOOT PRESSURE _ NORMAL PRESSURE NOTES 4-151-1- q GFjNTfA V - LGTH Pt ) , 7 () Pt . FIT Pe Pv 3 ', 4 0 2..c).3 I TOTAL b - Pf Pn Q 9 .7 I G '� Z q 3 2. %p (ob2- LGTH P1 t./5 PI 32 ! o 11/63.4t$ =32..6,o FIT Pe Pv LINL o %2 +9 TOTAL S .1074 Pf .SA Pn G LGTH Pt to .33 Pt FIT Pe Pv S -..C. 0 TOTAL Pf Pn Q 1.0q LGTH I D.p FIT Ilf TOTAL vi. b ' Pt 1 3. 7 0 Pt 13c, it ZC- 2.1- Pe Pv S -.S.- 0 2,Q , $ . 1 -. 95 1 Pf 3 .'-t 7 Pn1 7. ( 7 S �I �4 Q /.Sfo o /01.36 2- I C7 LGTH . D ?S3 Pt 17 . (7 Pt &z.49•9 X/ 0,33 _ 00 FIT Pe Pv L1 N -f`.- TOTAL 10 Pf .1$ Pn C1 Q ZI yl I LGTH I I . (I I (s, 17.9S ks •0 2.E FIT 12.3 Pe Pv S- (o O I Z 2 .$0 TOTAL 2_3 ,3 Pf 2 4 a Pn Q 13 '03 2.067 LGTH 9- FIT I p 2 '169 2o. Pt K c•O$ T r Pe Pv S - 1 0 I4-5. 03 TOTAL 19- Pf 2-6,4 Pn Q LGTH Pt 2 3 , I 9 Pt FIT Pe Pv -140 TOTAL P1 Pn Lill I C3 q (.O(-(' LGTH 2:5.) FIT (1.4 TOTAL? Z. r' .139 9 Pt 13.70 Pt 1^Lo-wi S I lid �l -2_0,1-r Pe Pv S -C- O l o • eb Pt 3.r S Pn Q 2317 LGTH (1 FIT 11.3 .0C.)4L Pt t %• 8S Pt 2e Pe Pv L% NI 0 TOTAL 23. 3 Pt . I0 Pn q 2.067 LGTH 1-; .0CC Pt )(o•9S Pt FIT / 0 Pe , Pv -(-0 0 TOTAL ILI Pf •0% Pn Q 4. 24. LGTH P1 17.O? Pt FIT Pe Pv u 1Ar o TOTAL 1 L . 7 , 0001 C Pf Pn/ Z 3. (9 4 2�% Z�) 0 LGTH Pt 17-01- Pt 2-0.11,Kf(J 1 7d• - FIT Pe Pv °o } Ic TOTAL Pf Pn = 2�{, L - L q 14C.- Q Z G LGTH Pt -23. it) Pt FIT Pe Pv �LL TYI cC# 0 11 0 , 1 I y 41--2- : TOTAL 1 2_, . 0 07 Pt , 09 Pn u 0 ' Q 1 1 � P 0 3, 1317 . V LGTH P1 23.2 1, Pt k 30. g FIT Pe Pv 1S -S-' TOTAL 1 O. O • 023 7 P1 •2 Co Pn q IMO, (o L LGTH Pt Z 3. S LF Pt `/ , 2 5 FIT Pe Pv -l:(- 1S1-4- o 345,3') TOTAL Pf Pn WFS 09-0013 (8/85) tYWORffiRLD RAE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS GATE-L4)A'li # 7 rEwhgT JOB NUMBER BY 2 N n PLL . / G// coo C-/ 20 ..17 b L. DATE SHEET I Z. Dc. 89 r -2— OF NOZZLE IDENT & LOCATION FLOW IN GPM SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTIONPIPE LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES ji /C.C. / a C.49/./T lA 1.0 LGTH —, — Pt t 1. b Pt /POL.- 2.. 2 FIT / Pe Pv S— 2 Q 1 L. • L q `19 TOTAL/ 5.1 ./ 20 '7 pi 2.3 S Pn ><-- S - ) G q L / • y .Ca LGTH Pt / ii. O Z /9.4 X /5.412 =/ 56 . 341 FIT Pe Pv U — 0 3 6 .5'f TOTAL . D �i 039 PI .i p q U 11Q' OL O S S• 3 G LGTH Pt .2.0 P1 FIT Pe Pv S-� TOTAL Pf . S% Pn Q J Pt 14.77 FIT i Pe Pv S -4 O ?'1 .9Z TOTAL I O Pf .iO Pn t V 1 Ogj LGTH • Pt IS • L FIT PePv S-5 Q J] .CJD TOTAL Pf .S9 Pn 4 Z J c� J LGTH • 49 Pt I S, 4 FIT Pe S — (• Pf .2.I Pn Q • ' � 1 2_0(07 LGTH 5 1112`) Pt ,. OS Pt f� C 01 -21 FIT 2 O Pe w 5-7 p 12)).o4 . TOTAL25 LGTH Pt 2 O • 7 P1 k. = 3 0. gi 1 FIT pe p„ -A4 p TOTALLGTH Pf Pn L -4— 1 4 1oy .0SGI 0. 1 I (pc., AA P s-1 . IC,.0 TOTAL I I Pf •954 Pn I,%p� LGTH .0 08 (t2 Pt 9.0 5 P< FIT Pe Pw / LIN e- • • • Pf D� Pn LGTHP1 s. �4 P1 k S7z4 FIT Pe Pr S — Z • TOTALPf Pn n LGTH 4 Pt ° FIT ► p Pe Pv S— L TOTAL I .O 6 Pf t. L 1 Pn 9.52_ / S ` I .• LGTH Pt % X . I '/ FIT Pe Pv LINA • _ TOTAL •,` =.1-1 L .1 Io a LGTH P1 9 . .t8 Pt FIT PePv 5- I v a p TOTAL PfPn Q"2. LGTH S P1 . DOPt *" FIT S Pe Pv 5 -=f Q i'• 5 7 I.045 TOTAL 1 8 .0172 P1 I.3 S Pn 4-- 5- 3 q i 511. � Q 29.6) LGTH • • PtPt ICS 1 7 r FIT Pe Pv �.:4A. TOTAL S. 3 . 212.3 Pf I, c.14 Pn WFS 09-0013 (885) WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: sSps 647 WA -V HYDRAULIC CALCULATIONS JOB BY NUMBER 7 t/4Nr Zvld/ Fc -k. R w I /IS 0099' C/2o Kr -62 DATE SHEET 11-DeL 85 1 OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES [' tNi IS -k, 4 1.04 9 LGTH B,$Pt .1207 II,%% Pt r 124:3 3E T FIT I I Pe Pv S -1 o 13.2- TOTAL 19.5 Pf 2.3 i Pn Q ,_ 1.(0t3 2 LGTH .01 2I P1 1 ll' . Q (. Pt FIT Pe Pv LING 0 TOTAL 10 Pf , I L Pn Q LGTH Pt 1 t -t ,16. Pt FIT Pe Pv S - 2. 0 TOTAL Pf Pn Q I O'd LGTH 8.le- y. . 1 LO 7 Pt 1 1. G+ 7 Pt . / 1 31 Zai Zy- FIT pi TOTAL 22.5 Pe Pv S — 2- a 1') . L Pf 2 .1 1 Pn 4-S-1 q 19, 3it 1,601 LGTH 1 ,0�1 13.5 1 •3� , /9.2 X Y 1y.(eo = 1°)•341" FIT Pe Pv ,/6 Q 5t3.Sf TOTAL (0 Pf .tFci- Pn Q le)-W)FIT 2.I S7 LGTH •0215 Pt ) `f. 63 Pt k S,O G Pe Pv S - 3 Q Sq 5,03 TOTAL 1 0 Pf . 2 2) Pn Q 1 J .‘,7 • 0'0) Pt I I I k �, t7 (v FTLG Pe S -4- 0 -11 .i 0 TOTAL 10 Pf • 4g Pn Q 2.0•01.. 2.pi1 1 LGTH • 0 OO I s. S� I` S-07 ZE r FIT 7...0 e S_ S a 4)1 .12. TOTAL 2 S Pf 2 Pn Q LGTH Pt) 7. 2Jµ Pt k = 23.111 FIT Pe Pv Xjdj,I Q TOTAL I Pf Pn E )�A q '.O'I °) q . 1 2-D 7 PtPI 1) % S-1- =Lc a.0 p E r FTTH Pe Pv 5-5 Q 0-.1- TOTAL I ( Pf 1.3 3 Pn Q I.‘ 1 LGTH 1 , 0)5- Pt 1 3. a o Pt -r FIT g Pe Pv LIN t„�. Q TOTAL 1s Pf • Z.2 Pn Q LGTH )3 1Z L=S,L°O FIT Pe Pv X _AN 0 TOTAL Pf Pn -i- 1SS q I.01-1[) . ILO Pt Al 4,1 Pt 91.01 'LGL -r FIT I TOTAL 1(,•. e Pv S- 1 Q 19.7_ Pf 2 03 Pn Q I,(0b2 LGTH . OIL) Pt 13.7o Pt FIT Pe Pv LlN'C.. 0 TOTAL ick Pf . 1 L Pn Q LGTH Pt / 3 • .5 Pt FIT Pe Pv S - %r 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8)851 PLAN SHEET SUBJECT WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 December 20, 1989 3 OF 3 Gateway Building No. 7 (Tenant Improvement 12720 Gateway Drive Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to provision of a thermostatically controlled heating system capable of maintaining temperatures at not less than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Acceptance is subject to revision of design to provide a density of .13 gpm over the entire area of the tenant improvement or 3000 square feet. 471"3-114 SY WASHIi6i$ES R?EYI BWASIH 812,33 nFC?_01989 Yd WORMRLD NAME LOCATION BUILDING �GrMi � -/Coo DESIGN INFORMATION SHEET 6,4TEWA9 SDC # 7 CONTRACTOR CALCULATED BY CONSTRUCTION: OCCUPANCY DATE 22. SEP S9 127 20 6,4 rE& Y Rd -Tv bAhLA, &4 . !ISr/NC - 7-NANT ,(pec/ _ SYSTEM NO / k)O2..,S/ML,O 1 k SYS7•41S CONTRACT NO ZZ O O 32.13 DRAWING NO 2 W COMBUSTIBLE 0 NON-COMBUSTIBLE CEILING HEIGHT % FT OGFIOES %2 W#1 L LEIL. ❑ NFPA 13: 0 LT. HAZ. ❑ NFPA 231 ❑ NFPA 231C: a OTHER (Specify) /i`DaIi oN OS 1_0 O SPECIFIC RULING ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. FIGURE ; CURVE C. WW1 • /3(io o MADE BY DATE SYSTEM I AREA OF SPRINKLER OPERATION_ DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE �Ov 1 WET 0 DRY SYSTEM TYPE • / 6 0 DELUGE 0 PRE -ACTION (/Ai /ESn� MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE KH -SCO MODEL C, _p4 /2 " K -FACTORS • 6,2- A RATING /E'S_ CALCULATION SUMMARY GPM REQUIRED 52- 7 PSI 1 REQUIRED 30 AT BASE OF RISER "C" FACTOR USED: OVERHEAD L o UNDERGROUND ) Itia WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA / TANK OR RESERVOI & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATION CAPACITY /(3 ELEVATION PSI g Z Scop WELL c P OF FLOW GPM LOCATION SOURCE OF /2 v (c "4 AN INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION _----- HEIGHT AREA AISLE I°T METHOD: SOLID PILED % PALLETIZED o RACK % Y U Q cr ❑ SINGLE 0 DOUBLE ROW 0 CONVENTIONAL PALLET 0 • : V ATIC STORAGE 0 ENCAPSULATED ROW 0 SLAVE PALLET • SOLID SHELVING 0 NON- ROW 0 OPEN ENCAPSULATED • MULTIPLE LON FLU ING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING • ' NAL TRANSVERSE FT IN. ORIZONTAL BARRIERS PROVIDED WFS 09-0009 (8/85) • : ► lIN . CONTRACT NO. _ '"WAN c N V ame-Address o Pro•ertA 11 111;-.I { III, .'_. • j 44 '4.4 4 1-44 System Na----- ________ - - Sheet------------ III+,-{ I ( ++ x It 1 I►+,i 4 444 4- t 1 1I 4-4 * .. ..H I,, ' •I Iii. I I f it 1 Ii II I.1 t:, .II{ It,{ Ili .-.-ter t' 3 .lam 0 'i 11 It.I : III 1+ I t};. I44l.t44 .ll 1- 11-' fV t 1110111111 IEEE ill II ' I 1II r 1:. t _.... i 1 '1 . .. 4 i -1.1-4 • . . 4-4 ,fi.i-ii I. 1114-44 + _�- •'4 I { .I I N.�t. 1 r l It II! II uiuIN■IIu NE IT�i �/l~i1I IUUu NMI 111 w I! I MIME EMI 1I N =1 I I 1 i , . II I 4- 'il I I 'I I i I ,I • ., -L • I I! I I 1 1 I, t`i I, i { ^-Y '• - I 'NII IINNINNIANNIS ft '2111:11 11111 11111111111115111111111MINMIMIMMIX +. II :;'!l 1111f 111111 uwmn m.uuul 0 ISd - 3HfISS3IJd a 0 Tib WORMRLD FIRE SYSTEMS. INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS 4TE-t)4 ? $LDG 47 JOB NUMBER BY 22.- 00 3L7 3 IST i LQ — rCA14NT k_1,J ./COS -o0 0 Clio LS7L 2- DATE SHEET 22 Sep S 9 1 OF NOZZLE IDENT & LOCATION FLOWPIPE IN GPM SIZE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTIONPIPE LOSS PSIIFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 4 1-06- 1 �J G /,o49 LGTH 9, 3 Pt I l. (.. Pt I Zo A=Adj. 0/20W A/ IP E A FIT Pe Pv 5 — 1 Q 1°)• Z. TOTAL l'fi• 3 .12.07 Pf (•73 Pn 4 l�- 1,142- LGTH Pt ! 3 . ''O Pt 1cS . L FIT Pe Pv S - Z Q 3 t .S TOTAL 10 o c)2-4' Pf , C) Pn Q 19 • q `LGTH Pt I V-. 3 3 P1 tsr,1 `f< FIT Pe Pv 5 -3 Q 5-7 ,54 TOTAL lD • /970 Pf I.5O Pn p q 8'f I.3D LGTH °p Pt /(0,3 I Pt L k5./(.. FIT (o .'•5ZS Pe Pv S -L ' O 7ni (o TOTAL I2 Tj Pf 5-, 5,-/ Pn 11- 1 o q as -MY- O /0T �/ 311 LGTH PI 2-/ , o S Pt k S• S S _ 2 Z.4 1 k FIT Pe Pv 1� ,�/�` n / /l TOTAL Pf Pn - _--_ -_ ILA Q . , LGTH D . , 12.-o 7 Pt 1 1 • /0 7 Pt I td ,� 2&- A FIT '7 Pe Pv 5 - 1 0 19.2. TOTAL / 7• Z Pf 2,0 p Pn q l y 9 I 1. qct L LGTH _, o c) SS Pt I , 7 Pe Pt LS -137 FIT Pv S_ 'L a 3 5 .1 1 TOTAL I D Pf $ 5 C., Pn Q ZD (i a .?1 Y LGTH 01 PI I't. 71 Pt k r 3 1 FIT Pe Pv 5-3 TOTAL IC) Pf Z..Oi Pn q 27-0 1 l . 3 LGTH ; .,-/(02.(. Pt / C, • 00 Pt L �' 3 7 f� FIT Pe Pv s -4 O °p I 7 % TOTAL 1 2. Pf 5-.52- Pn Q LGTH Pt 12-72- Pt LT -17-1'f FIT Pe Pv t/ A4u X 0 TOTAL Pi Pn ALL q Loci') '9 , VI.O7 11 _G % Pt FITLGTH Pe Pv 5 - 1 0 t5... TOTAL I:• 3 Pf 2-2-I Pn Q LGTH Pt 13. S O Pt k S 3 7 FIT Pe Pv S _ 2 o 31.1 1.y41L TOTAL 1 0 .D`)L Pf . L Pn Q I . ? LGTH PI Iff.°oAi- Pt k 5-,1 3 FIT a Pv 5- 3 O 5'3 .1 TOTAL 10 . log i, Pf Z.0q Pn q 2 I. 3-3 S LGTH -.0 PI IG -OO Pt �SiZ� q- FIT 6 Pe Pv S - 4 O ,O 0 .11c) 1.3 TOTAL 12 -o /1496 Pf S,?4, Pn 1 Tie q ZG •44I LGTH Pt , _14 Pt ICS; .11- FIT Pe Pv - 22• 4 7 x_ PIN O 1O G 'y TOTAL Pf Pn G LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn WFS 09-0013 (8/85) Yip WORMALD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS C,A TE U)A 9 eL0G # 7 JOB NUMBER BY 2-1- o0 3 2-7 3 /5 r FL2 - raNANT P -(A) DATE SHEET 2 2 SSP 45 Gory r'd 2— OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES �(6fF I1 4 0 LGTH (3, 3 . 12-4)7 Pt H . L 7 Pt ctE q FIT I1 Pe Pv S ^- ( Q 1,,Z„. -CD ' TOTAL 2/4.1 Pf 2 •9 3 Pn Q 20•i`� [t� (.TIL LGTH . 094 G Pt I %0 ICII- I FIT Pe Pv S - L Q 35.3`f TOTAL I . Pf . `j 7 Pn Q LO LGTH • Z o7) Pt I S • S 7 Pt KS• 1 L FIT Pe Pv S 3 0 51 .5-Y. TOTAL 10 Pf 2 -V S Pn 4 Z t,% Of, 0 LGTH (p. G ,hr -c-7 0 Pt 17 .' S P► S, L J -j' FIT (p Pe Pv S— q O DI JD `TOTAL 12.D Pf S"• by' Pn LGTH J Pt 2 3 , SO Pt K = 14.1 1- FIT Pe Pv Y -A64 Q TOTAL — Pf Pn 4 -16Q I,% I LGTH — 1 067 Pt 7. 54 PI -7Awn.° 2 / hcl/S FIT Pe Pv S —S 0 i -. O 7 TOTAL it Pf .0 y Pn Q Ict•5 / J2 LGTH S ,0337 Pt g.pv '�c(!7 i r FIT I C. Pe Pv -6. Q 21.7:10TOTAL Z( Pf .71 Pn LGTH Pt 8 , 71 Pt = 10'05 FIT Pe Pv / X—A N 0 TOTAL Pf Pn Q �1 4. i4 LGTH . 003 Pt 2.1. 'o S Pt I Sao F Lou)i FIT Pe Pv ;-1, +1 O I O'I• 74 TOTAL 4.5— pf • 0 I Pn 22 .11 Q (10 .7$ ` LGTH Pt 2 (-8av Pt I�{.i�f. x (24-86 = L i OC .7$) FIT Pe Pv 11 A Q TOTAL Pf Pn 4- 4 :31.11- 4- 2f. LGTH , 005 Pt 2 2 . 71 Pt FIT Pe Pv I'2-4 Q 1 Sp. S0 TOTAL 1.5" Pf , 0 / Pn Q 10 O LGTH . 01 J 7 Pt /1-7 3 Pt FIT Pe Pv 1 bS C. Q II t•S TOTAL (e Pf , 1 L Pn .fr Q IO f- 4 li-Vo LGTH C , • t>3S4 Pt 22.&5. Pt k2.2.47 R.v FIT 1(, •p Pe Pv '- l . C) Q 5 S. J TOTAL Z Z-. (P Pf • 8 D Pn G 5, >-1i LGTH Pt 2,3 . 4 S Pt FIT Pe Pv ,..t1 tj Q s' TOTAL 4. 2.. , 011 Pf , /Ps- Pn Q SI. 6. LGTH PI 2 3•% O Pt K I G. 7 FIT Pe Pv -#i I I t� Q 417 .4 TOTAL G Pf r Pn L k tli G49 LGTH Pt 2„3.7 0 Pt k 10.09 FIT Pe Pv 1 6. Q 5 a 4..s TOTAL Pf Pn WFS 09-0013 (8/85) • TAT WORMRLD ARE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS 6A TEGJA / 64-D C, 1# 7 JOB BY NUMBER i L P° 32-'3 / 5 r FL -R. — reNA N r- IL i.4) DATE SHEET 22 SQ oh eoNr1d 3 OF 3 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 4 7 E LGTH G 7 FIT 3 q , • b20 f7 Pt Z S. 7 Pt c}S ° Pe Pv lo (1 o C2 %•S r. 19S kV TOTAL 10 / Pf Z. I P n Q , 3r 7 LGTH `f , Q D `o s Pt L Sr, S Pt 5 ' CA 1/ All FIT 4Q Pe 3.5 Pv � ! IZ ✓ TOTAL 4 Pf Pn q C140 0 41, /I LGTH 7 S 0 , 00('dJ Pt 3 d, I Pt P I r imi -Je S FIT 2 I y Pe / 0 Pr BR -SC O TOTAL 96,0 Pf 1.'j Pn 4 / /. )y LGTH O . DO 0 3 Pt L f 1 •5 Pt FIT 6 0 Pe Pv / 2 " 0 TOTAL P10 Pf Pn Q LGTH , Pt q.1.- Pt FIT Pe Pv So!IL '1 o TOTAL Pf Pn V LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn q LGTH PtPt FIT Pe Pv O TOTAL Pf Pn Q LGTH PtPt 1 FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt I Pt FIT Pe Pv O TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt i Pt FIT Pe Pv O TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn U LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn G LGTH PI Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8/85) NAME WORMRLD DESIGN INFORMATION SHEET 6A-r-E-WXY 8c_DC,7 LOCATION / 2 7 7 O C7A-TEIAM- y 2d "7-7)EU)/L-4 , Ga. . BUILDING EXISTI(JC> - TEN4-M' kC&l SYSTEM NO CONTRACTOR N/pp,I,{4LD PPE S,1ST"Ex!S CONTRACT NO 2 2Oc3o 3.0 CALCULATED BY Ie 641 L-KEk. DRAWING NO CONSTRUCTION: e1 COMBUSTIBLE 0 NON-COMBUSTIBLE CEILING HEIGHT QJ FT. OCCUPANCY OFFIC-ES DATE J ALL6 0 9 SYSTEM DESIGN ❑ NFPA 13: D LT. HAZ. ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. ❑ NFPA 231 0 NFPA 231C: , FIGURE ; CURVE ffik OTHER (Specify) JgEePtG' Dli WSLB cvli_%L p EN ❑ SPECIFIC RULING MADE B DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE sem 0.((, V/yi S SYSTEM TYPE WET 0 DRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE 1211SC-4) MODEL �a HOSE ALLOWANCE GPM: OUTSIDE /(2o SIZE )• "K -FACTOR Sb L RACK SPRINKLER ALLOWANCE /A TEMPERATURE RATING 6S- CALCULATION S CALCULATION GPM REQUIRED SUMMARY "C" FACTOR USED: 3 b Z PSI REQUIRED 2 9 AT BASE OF RISER I¢D OVERHEAD 12 v UNDERGROUND L WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOI' & TIME RATED CAPACITY AT PSI ELEVATION CAPACITY PSI /43 ELEVATION PSI 5 2 FLOWING .3S ---DO WELL Cis P: goOF FLOW GPM LOCATION SOURCE /2 4 4T7 ,'1N - OF INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION _J HEIGHT AREA AISLE W DT METHOD: SOLID PILED % PALLETIZED RACK % RACK 0 SINGLE ROW 0 CONVENTIONAL PALLET ❑ DOUBLE ROW 0 SLAVE PALLET 0 MULTIPLE ROW 0 AUT• •. - IC STORAGE 0 ENCAPSULATED = OLID SHELVING 0 NON - 0 OPEN ENCAPSULATED FLUE SPAC C INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING LONGITUDI - TRANSVERSE FT IN. HOtIZ. TAL BARRIERS PROVIDED WFS 09-0009 (8 85) sorri a CONTRACT NO. System No. . Sheet__ O H ;i•1 1'' • `' • • • _. i-- r •--•_ . •± 4- ,,i • I, 1 ! t I !4 44110, -.,. iti f +tel;; III i litf 41'I� -1-- - - _ •-1 r -44 I ,-• .. _ . . .-Y+-1-r- I +.r ;I` t, t .4 0 rn CO ._..-_4*.�- - �rf.-^ ...�-..}.. J-.--.. (') -.J i1 .t 1 111, I;•I !11 1Sd - a1[1SSald mp I 1t7 SII ; 0 71 WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS 6ATEG}AY BLUC7 '7 JOB BY NUMBER 22- 003030 /ST — — TENANT , V/, -P Lf, , /GIs' -o1 C/20 /C S•yz DATE - SHEET 5 .55 ,4,e/G / OF NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Lp INE q I.o'19 LGTH I , p .O7S Z Pt 7_oo Pt GG A'Ad1 DM.(� th C A. FIT Pe Pv S 3 o 14 .0 7 TOTAL G p Pf ,51 Pn q /,3t, LGTH _ , 019,1) Pt % , s-/ Pt FIT Pe Pv , t /4 Q TOTAL / / Pf .2.2.. Pn 4 (`1•93 /,4/ LGTH . 0 3 3 Q Pt 7.73 Pt SGS,37 FIT Pe Pv 5 -11" O 2°,D TOTAL 1 2- Pf 1 Pn q 1ci3L O LGTH , 0 72,, 4.4- B.fy ��5:37 1.- e Pv S - S Q ' S . IL TOTAL 16 Pf (. I (. Pn LGTH Pt 5.3o Pt '---01.5 — I FIT Pe Pv W O TOTAL Pf Pn S,1 1 � q 1.0'49 LGTH Iit, d FIT ) , 094-3 Pt 2).93 Pt IOTA 3 C p Pe Pv 5- 1 O i,- o TOTAL 23 .S, Pf 2. a y Pn q /7.30 Q 34,1 f, 1.3$ LGTH .0922- Pt It ,17 1(Si2--- FIT Pe Pv S -Z TOTAL 10 Pf ,y2 Pn q (p .D c LGTH , 2423 Pt t L .09 Pt ICs L FIT Pe Pv S 3 o 51 •2-fo TOTAL t0 Pf 2,l, I Pn q Iy.S3 LGTH 7..G FIT 4 . 3 fi T Pt l`f.tf kSI- 7 Pe Pv 5 - n 3 / TOTAL 13 . (p Pf 9.5 S Pn q LGTH Pt i9,Oo Pt LL (G'4it FIT Pe Pv 1 /-411t\ Q TOTAL Pf Pn Z. q I.0,1` LGTH 0. 8 • 09`13 . 02 cil b Pt S.5 3 Pt T FIT .g Pe Pv 5-`1 Q IG -21 TOTAL $•e LGTH Z, 5 Pf ,g3 Pt 5.7 C. Pn Pt q 1.3 5 -r— FIT Co Pe Pv Li N C Q TOTAL 8.c Pf , 2.1 Pn q LGTH Pt 5.57 Pt 5;3%. FIT Pe Pv /k Aifff 0 TOTAL Pf Pn Z q I-0 II , LGTH 0. cs , 07S Z Pt 'Too Pt A T FIT o Pe Pv S-3 0 11- 7 TOTAL .o Pf 4 Pn q (• 377 LGTH ef, 7 • 0190 Pt 7. Go, Pt [ T FIT 3 Pe Pv l�t,4(= Q TOTAL 1347 Pf . 27 Pn q LGTH Pt 7.5 3 Pt k --s,2 $ FIT Pe Pv xj Q TOTAL Pf Pn WFS 09-0013 (8/85) 7 WORMRLD • FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS 6 kwd' a46 7 JOB BY NUMBER 2 7-00303o /Sr %LL rzWANT ki.() DATE SHEET 9 ,IuL, e5 GoN % e( Z OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOTSUMMARY PRESSURE NORMAL PRESSURE NOTES 4 3 q 4 I.O',1 1) LGTH 7.b .(e/(`1 Pt I 5. 2- 2.-• PI f scf it -7-1..c I A FIT II Pe Pv 5-4 . I Q 2`1-64 TOTAL lc•o Pf 2,83 Pn q 63.S LGTH 7," . O'5 03 Pt )2.0S- Pt T FIT (o Pe Pv LPN) E Q TOTAL p •',- Pf ,'1 L Pn q LGTH _ Pt '2 2.‘f7 Pt IC T -'L FIT Pe Pv �/IN Q TOTAL Pf Pn �1 ; �✓ G I q S (,O4% LGTH /0..t , 015 L Pt 1. D .0 Pt PO 41 C A } FIT e Pe Pv - I Q (4( 7 TOTAL J c Pf ) / 9 Pn q I q .9 iLGI 05 .07/6' Pt A,15 I� -r 21 FIT Pe Pv S - ,L a 79,0( TOTAL (o Pf .?L Pn q I S Z LGTH ,I)r Tr ) Pt g.51 Pt k s L FIT Pe Pv S -�j O 73 TOTAL 10 Pf 1•.7L Pn q ) e - f 3LGTH Q G � . � � 7f. ,1195 Pt 10,z1 7 Pt k 1.. -r FIT .. Pe Pv d S - 1 TOTAL 13. . Pf .. 8 I Pn q LGTH Pt 14 2 p Pt k = (c• c{ S' FIT Pe Pv -AN O — TOTAL Pf Pn `} It.q �+ (i0c-(9 LGTH 3.A FIT I L • 191(-1 Pt I `L12 -Pt 4. Pe Pv S �(Z� �i'( Q 2Y -(o4 TOTAL IS..°, Pf 3.02- Pn CI ),30 LGTH 2. cf 0SD3 Pt 7 1. LH Pt -r FIT (, Pe Pv LINO 0 TOTAL, `-/ Pf ,C•{L Pn ILil S q 70.31 3.1.c, LGTH a 0 (OS,' Pt 27.Gt. Pt ICIC•4fS FIT Pe Pv �/ /l '"AliO (D 2. .G J S- TOTAL 1( Pf • 1 L Pn q 2 Y Y,.2.LGTH Q (% % ,7 % Pc 2 ] . 7 °o Pt k 5- . f... FIT Pe Pv 3 TOTAL O Pf Pn q 7D •S i 3.2-C.. LGTH , 039 Pt ? . % G k.) C•I S FIT Pe Pv / 14 0706 .2p° TOTAL 5 Pf .419 Pn q 7o .7g / O 2 O S v% LGTH O Pt 22.37 Pt k_tC.co/ FIT Pe Pv if 7 TOTAL Pf Pn ZS .j Y LGq 1 D $3 I 22 y 1 4 c.)L FITTH e Pv Z O 3/0 51 TOTAL % P1 .5 °a Pn q �) • g Z LGTH Pt 23 . S S Pt IL I L O = P-0 LA) ,4 FIT Pe Pv p 41 O 03 O 2 ,4 TOTAL Pf Pn WFS 09-0013 18/85) 7 ! WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS TEOA V Be -De; 7 JOB BY NUMBER 220 03030 / S r FL./ 7-ElMNT 12 W DATE SHEET S Ddu G, GowT'el 3 OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Q LGTH 3. 4 2 3 .3 Pt 2 3. SS P1 .-r-FIT Pe Pv �/y - ,/I F L o w Y s'k 6 e o 382.E /- 3.24 TOTAL 6,7 • 1 2 Zb Pf 3.1 . Pn Q VE� LGTH (f 7 _ , bac t oo`f7 Pt 2 3 O I Pt _ P / FIT /O Pe 31,5 w 5 'Cie✓ 5 M 0 S Or TOTAL 6, L LGTH 4 Pf i 71 Pt 2 b, y I Pn Pt Q A L FIT t(L Pe Pv 6 II 0 G• 3S7 a TOTAL q C. Pf . 1-1-- pn Q CI LI °•27 2 1.rC LGTH 12 0 , 000 9 P1 2:S.6 3 a 4t/ FIT p (, Pe Pv Ziff S t 0 r TOTAL -Lo Co P1 , io Pn r - e• q ( dO Q C Z it LGTH 6 30 _ . 0 01 S P1 2$ .$ 3 Pt Pv p r T 1/44.3/ 1 FIT (Z 8 Pe 1 O H v D TOTAL 711 P1 I. I S- Pn q 12.3Y LGTH G 0 FIT p ,QDOL P1 '10.0 Pt 1-- Pe Pv t1 12 Q TOTAL I4- i Pf , 0 > Pn Q LGTH P1 L- p Pt FIT I Pe Pv SvrpGY 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe IN I O TOTAL Pf Pn 0 LGTH Pt P1 Q FIT Pe Pv TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn 0 LGTH P1 Pt FIT Pe Pv 0 TOTAL Pf Pn 0 LGTH P1 Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt P1 FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8,85( NAME WORMRLD DESIGN INFORMATION SHEET ai-7- 7)xy at,6G 04 7 LOCATION BUILDING CONTRACTOR / 27 7 0 611 -7 -FG» Y kel - 7iku4LA) OIL EX/STING, - 7a NA 4 4?C SYSTEM NO DATE JAu(709 {1/L17,uA-14 PIPE S'I TEWS CALCULATED BY CONSTRUCTION: OCCUPANCY COMBUSTIBLE 0 NON-COMBUSTIBLE OFF( rr s CONTRACT NO 2 2Qo3o 3a DRAWING NO CEILING HEIGHT QJ FT. SYSTEM DESIGN ❑ NFPA 13: 0 LT. HAZ. ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. ❑NFPA 231 0 NFPA 231C: FIGURE ; CURVE IP OTHER (Specify) _/S� Ql1 &)kL8 CLILIIC pP ./r0,00.00 SPECIFIC RULING MADE B DATE AREA OF SPRINKLER OPERATION /STC,.f SYSTEM TYPE DENSITY O./6 i WET 0 DRY 0 DELUGE ■ PRE -ACTION AREA PER SPRINKLER VA.06-S SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE CP MAKEMODEL Ca HOSE ALLOWANCE GPM: OUTSIDE /Q7 ...PA-SC-0 SIZE ,1 ' K -FACTOR 5 1 - RACK RACK SPRINKLER ALLOWANCE /V/A TEMPERATURE RATING 166 CALCULATION SUMMARY GPM REQUIRED 3$ 2 PSI REQUIRED 2 9 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 1 2 a UNDERGROUND /*D IWATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOI DATE & TIME RATED CAPACITY CAPACITY STATIC PSI /¢3 AT PSI ELEVATION RESIDUAL PSI 5 2 ELEVATION GPM FLOWING 350 WELL ELEVATION Cb P OF FLOW GPM t AY / LOCATION /Z . ; T y AY. SOURCE OF INFORMATION COMMODITY STORAGE I f�! --.- COMMODITY CLASS "- LOCATION ------- - STORAGE HEIGHT AREA AISLE W STORAGE METHOD: SOLID PILED % PALLETIZED RACK % Y ❑ SINGLE ROW 0 CONVENTIONAL PALLET 0 AUT• .. •IC STORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET = OLID SHELVING • NON - El MULTIPLE ROW 0 OPEN ENCAPSULATED FLUE SPAC , C INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING cc LONGIT%UDI TRANSVERSE FT IN. HOOTAL BARRIERS PROVIDED WF -S 09-0009 (8.85( CONTRACT NO. 0. 2 2 0 1 a 6 { II r II.1.I • �i System No._---- ........ - - Sheet --......--- . -3 4 t 4 tl-+ 4-1 t -H- - -t-- + - 'i + 1 4 l+-.1 :-1 I. i -f-•+- {-ice-f- -r Ti.,. :+t1-- +i+. -h. moi. -l_.-. • { ---H- 1 ' ....�.+.i. f- i' fjLI l•-11-ift.4" I ,iI�II'. + 1- -- 4-.-} +. {._ - j 1 1 ' 4-4 44 -- * - •+•+ T+-+tl 4 .. }.• r+--- +.4-+-4-. 4 4-4, ..+_-,-i _..! 4 • I . 4 ' - II1,: �.1 . 4 • 4 4 4-1-4 4-e-144--4-4- * -14-4 14 I IrI .>4 A I , , -1-- } ,1.1.. •1I f --- •-i---1- +y-syr« 11_ -4 - t 21 1 ISd - 3UflSS3Hd 0 N 0) f7 2 7 WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS (AiFA24Y ,3l�C7 7 JOB BY NUMBER 2 L 003030 /Sr Fed_ - TEN ANT',? {/, -P Lc' •/61Sc l0l C/10 k. S(,z DATE SHEET 3 A 4 G 85 / OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LI,uE O q LGTH / , p .07S 2 Pt 7.00 Pt GG IA C� AT S 3 ,I Q 14.0 7 (.o'fi TOTAL ti. p Pf 151 Pn 'g =Ads DM S ch q I, 3 o LGTH , pi e4:,' Pt 7 . n Pt FIT Pe Pv r it /4 Q TOTAL 1/ Pf .12_ Pn /Cf•9 3 /,6,/ LGTH . 0 33 Pt 7.73 Pt %CS. 3 7 FIT Pe Pv 5- O 2",00 TOTAL I'2- Pf ."I1 Pn q 1 c, 31 , p i2C3 D B, r i S kc 37 1' FIT e P S - Q f S . I L TOTAL 16 Pf (. / ( Pn q LGTH Pt 5.30 Pt ____ 5 FIT Pe Pv X-AV Q TOTAL Pf Pn 7 q 1.0y`) LGTH 14, d . 09 3 Pt,. 9 3 Pt I 05 121 3 L p FIT ) Pe Pv 5 - 1 O 1 .,,, ' TOTAL 2312 Pf 2, 2 y Pn 11.30 I. 3f; LGq . 05 22- Pt 11 .1 7 l< SA.- FITTH Pv S- Z O 37 • i a TOTAL 1 0 Pf .5 L Pn q a O Q Sq1 . Z (o LGTH , -02 3 Pt I L• O Pt 'C S: L- f !c S L- Pe Pv S 3 s TOTAL 10 Pf 2Zt.f, 1. Pt I 'I . I 1 Pn Pt q / 3 LGTH 7..C, FIT G . 36I- T Pe Pv 5 - Q 71 .7 TOTAL I3.6 Pf 1.55 Pn LGTH N 19,°s, Pt 1(,.44 - FIT Pe Pv /k/ -/I h O TOTAL Pf Pn 'R- z q 1.0,e LGTH 0. $ . 0, `f 3 Pt :4•5-5 Pt ,4- T FIT p° Pe Pv 5 - `4 0 (.-2? TOTAL 8. 8 Pt , $ 3 Pn q 1.35 LGTH Z, 5 .t72cfo Pt 5. 7 C. Pt -r FIT Co Pe Pv LINO O TOTAL $•S Pf ,21 Pn q LGTH Pt 5.5 7 Pt �=�,3t FIT Pe Pv /fan 0 TOTAL Pf Pn Z q 1.04) LGTH O. , 07S b Pt 7. Do Pt A } T-- FIT o Pe Pv S-3 0 I1-.07 TOTAL .o Pf 44. Pn ('Zip LGTH ef, 7 .0 / 900 Pt 7.604 Pt E r / FIT 5 Pe Pv (..-‘141C-7- Q TOTAL II 7 Pf , 17 Pn q LGTH Pt 7 , J 3 Pt _ k .Si 2 3 FIT Pe Pv /-,t4,1 Q TOTAL Pf Pn WFS 09-0013 (8/85) 71 WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: -74F7 HYDRAULIC CALCULATIONS ? Z646 7 JOB BY NUMBER 2 za03030 Ect)4 /Sr (LJ rTNANr i2.14) DATE SHEET 9 ,Iuc7 09 GoN' Tie/ Z OF NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES i Q Lot, L0t) LGTH ? „op , /VI Pt 6.2-2- Pt I !` `F 41 T 7...c R ) 1 FIT I . Pe Pv S_4 / Q 2,1.604 TOTAL Iq.p Pf ?43 Pn Q (.3S LGTH 2." , or0j Pt )2.0S- Pt T FIT (2 Pe Pv -INE a TOTAL g.4 Pt ,4FL Pn Q LGTH Pt '2 2 .'f 7 Pt a .c: L FIT Pe Pv k�/ l - A Q TOTAL Pf Pn G I Q 1.0' LGTH Ia,1S , 01E-1.- Pt 1, o o Pt PO E A FIT S Pe Pv S - I ![S o I'f,D 7 TOTAL I S. O Pf 1 (y Pn Q i g• 9 11 09 LGTH .O?/" Pt A,j� Pt k . f, 2 2 FIT Pe Pv S - 4- Q 79,,I TOTAL I0 Pf .7L Pn q IS•Sz LGTH r re ,1)S % P1 °0 , 51 Pt k S L FIT Pe Pv S-3 ,,{{,� Q T� �3 TOTAL 10 Pf I•r(. Pn Q I $3 QG L LGTH % f. ,2795 Pt 10.q7 Pt k�-1 T FIT ti Pe Pv S -I TOTAL 13. ce. Pf 3.81 Pn Q LGTH Pt 14 24 Pt k = I c- `f S FIT Pe Pv x414 0 TOTAL Pf Pn µ Q ,0(45 LGTH 3•n . Ii141 P1 IC1_2- P1 - 2-e. A- FIT I L Pe Pv S ',1 0 21.1•(,4 ) TOTAL IS,� Pf 3, 02-- Pn Q j,3,, LGTH 2 . t71 0) 3 Pt 2 1. Ly Pt -r FIT (p Pe Pv LING o TOTAL/,N Pf , Li/ L Pn 4-L 5- Q 7p•3I 3. 2.(, LGTH i D (OG Pt Z? .G G Pt k IC.gS_ FIT Pe Pv ,/ "/�'t N t Q 101 . J SI TOTAL I I Pf / L Pn Q 21.(• 02 Q I L% .77 LGTH Pt 2), %o Pt k s. t_ FIT Pe Pv 3 TOTAL O Pt Pn q 7o •S I 3.L(. LGTH , 03) Pt 7'2.7 O k I `. FIT Pe Pv 6, CO Oto .2p TOTAL J Pf ,a 19 Pn Q 0 7 l l Q 2 S S A 7 LGTH Pt 2 2.3 7 Pt / k I G• cl �I FIT Pe Pv it 7 TOTAL - Pf Pn q 2S ,) Y FGTH IT , 0 6,31 1 2 2 J% k. s ..) Pe Pv Z Q 310 57 TOTAL % Pf . 5. 8 Pn q /14)- LGTH Pt 23.SS Pt k.iN 0 = tRLOL) ,4LI A. FIT Pe Pv pD -41 L., 03 S 2 ,14 TOTAL Pf Pn WFS 09-0013 (8/85) Yip WORMED FIRE SYSTEMS, INC. JOB NAME LOCATION: ATE -G.% HYDRAULIC CALCULATIONS V .66-M 7 JOB BY NUMBER 22o o3o 3o / S r FUZ TEN AN 2 u) DATE SHEET g ,otic C, Gowr'Gl 3 OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Q LGTH 3. 4Pt . 1 1 2-1— 2 3- sr Pt /0C4 —1---". FIT j 3 .3 Pe Pv J FLO(-) a -A 6 o 382..1/- 3Z4' TOTAL ? 6, 7 Pt 3.1- 4. Pn Q S 2,55 VC LGTH cf L .O(IS r 00?7 Pt 2 311 Pt 5 ' de✓ Q-' FIT if, Pe 3.g) Pv y 5 Q TOTAL (p 1- LGTH 4 Pt / 1 Pt 2 , , q / 1 Pn Pt Q G.3s1 ALJ FIT 41_ Pe Pv 4 0 I-/ TOTAL 41- Pf , ti Pn Q C' (.(0 o.27 2 t re: LGTH 12 O ,00099 Pt 2 0, 6.3 Pt 4J FIT p (, Pe Pv D Q r TOTAL 'Z.0(Q Pf ,)4 Pn /Bk'/fSt T 0Se a pQ LGTH 30 _ • 0015 Pt 2$ .g 3 Pt I, P f T L411-1/ 1 FIT ( 2 8 Pe I D Pv HO o 401TOTAL 1S-Oo Pf I •I S Pn Q (1.3Y LGTH 60 ,02C2 'J Pt 4-0 .O Pt 1-- FIT G 0 Pe Pv tl 12 Q TOTAL I -1 P1 .0 3 Pn Q LGTH Pt LIC -43 Pt FIT Pe Pv Sf) fCl 0 TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt P1 FIT Pe Pv Q TOTAL Pf Pn Q 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 Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-001318'851 13— F -octo BATTERY CALCULATION WORK SHEET Contractor: Job Site: C & R Electric, Inc. 919 S.W. 150th St. Suite A Burien, WA 98166-1829 (206) 937-3654 (206) 932-8538 FAX New Booster Panel One Source Talent 12720 Gateway Dr. #200 Tukwila, WA 98168 Date: Panel Type: Module: 2/26/2013 Silent Knight SK -5495 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. PART# Qt STANDBY ALARM UNIT CURRENT TOTAL CURRENT UNIT CURRENT TOTAL CURRENT Circuit 1-1 Wall Strobe STW 30 8 0.00000 0.00000 0.08500 0.68000 Wall Horn/Strobe HSW 75 5 0.00000 0.00000 0.14800 0.74000 Total Standby 0.00000 Total Alarm 1.42000 Capacity Formula Calc Value Standby Capacity Total standby load X 24 hours X 1.1 Contingency factor. 0.00000 Alarm Capacity Total alarm load X .08333 hours (5 minutes) 0.11833 Total Capacity Standby and alarm capacity 0.11833 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. Contractor: C & R Electric, Inc. §19 S.W. 150th St. Suite A Burien, WA 98166-1829 Office (206) 937-3654 FAX (206) 932-8538 1'3 Wire Calculations Job Site: One Source Talent 12720 Gateway Dr. #200 Tukwila, WA 98168 Design Thresholds: Voltage: 24V Current: 2.5A Wire Size: 14AWG Wiring Class: B Circuit Name: Horn Circuit #1 . , :`tame Vol °t�&' STW 30 0.085 A 50.00 Ft 0.359 V 23.641 V STW 30 0.085 A 16.00 Ft 0.108 V 23.533 V HSW 75 0.148 A 3.00 Ft 0.019 V 23.514 V STW 30 0.085 A 25.00 Ft 0.139 V 23.374 V STW 30 0.085 A 33.00 Ft 0.170 V 23.204 V HSW 75 0.148 A 3.00 Ft 0.014 V 23.190 V HSW 75 0.148 A 20.00 Ft 0.079 V 23.111 V STW 30 0.085 A 76.00 Ft 0.245 V 22.866 V HSW 75 0.148 A 32.00 Ft 0.089 V 23.115 V STW 30 0.085 A 30.00 Ft 0.061 V 23.054 V STW 30 0.085 A 35.00 Ft 0.056 V 22.998 V STW 30 0.085 A 29.00 Ft 0.034 V 22.964 V HSW 75 0.148 A 45.00 Ft 0.034 V 22.930 V 1.420 A 397.00 Ft 1.408 V Circuit Totals Voltage Drop: 5.868% Of supply voltage Current Draw 56.800% Of supply current 2/27/2013 Scope of work Gateway corporate center building #7 12720 Gateway Dr. Tukwila WA 98168 1. To Relocate existing Horn Strobes to new floor plan in suites 202 and 204. CCE .TED 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 o, d:nances. The responsiaility for the adequacy of de•ilgn rests totally with the designer. Additions, deieuons or revisions to these drawings atter this date will void thio, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: / / 0' 0-7 By: 31 1 A NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, i tittWILA FIRE DEPARTMU Please call: 575.4407, and give this job No.O7-F-091g and exact address for shuts down or restoration approval; PAID APR 16 2007 Tukwila Fire 1/157(` SCALE I/8"•I LL J eaea N X w WOO 0 O Q H w N 0 Al Z 0 w cn Z w LL �aLU w n a y 13A 10 Wel ,Of 2 d a- ly 0 0 0 (L 0 ki.. a_ • CONFIDENTIAL FIRE ALARM SYSTEMS BATTERY CALCULATION CHART A B CD E Form: 1/22/01 WA5 I N G T Ci N E AR` M DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXD) ALARM CURRENT (AMPS) 0 Project: Gateway Center corporate #7 CONTROL PANEL AND MODULES 0 0 0 0 Power Supply Silent Knight 5495 1 0.075 0.075 0.225 0.225 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES NOTIFICATION APPLIANCES 0 Horn Strobe AS24MCW 7 0.174 1.218 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0 0 0 1.443 0.083 0.120 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 1.800 0.119769 1 1.920 1.3 2.496 14 AH (H) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES 0 Horn Strobe AS24MCW 7 0.174 1.218 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0 0 0 1.443 0.083 0.120 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 1.800 0.119769 1 1.920 1.3 2.496 14 AH (H) A B Device/ Module Model Number Quantity of Device/ Module 1 C Standby Current , (Amps) D Total Standby ' Current (BxC) E Alarm Current (Amps) F Total Alarm Current (BxE) Control Panel & Modules Main Circuit Board Power Supply/Charger initiating Zone Module indicating Circuit Module Masterboxll.ine Reversal Miscellaneous Module A Miscellaneous Module B 1 1 ie /S70 Initiating Devices Smoke Detector Smoke Detector Smoke Detector Power Supervision Relay 0 0 Notification Appliances Hom Strobe Horn1Strobe Combination Bell Miscellaneous Miscellaneous 0 0 0 0 0 Sum Column for Standby Load (Amps) Multiply by Required Standby Time (24 or 60 hrs.) 1 • 1 0 0 x 2,4f Total Standby AH = coG Sum Column for Mann Load (Amps) Multiply by Required Alarm Time (5 min. =.083) Total Alarm AH Transfer G&H from Total Total Required Safety above to complete Standby AH Alarm AH AH Factor Battery Calculations (G) (H) (G + H) , (multiply) Total System Ampero'Hours ' Required H battery %Mots A • Device/ Module Model Number B C D E Quantity of Device/ Module Standby Current (Amps) • Total Standby ' Current • (BxC) Alarm Current (Amps) F Total Alarm Current (BxE) Control Panel & Modules Math Omit Board Power Supply/Charger Initiating Zone Module Indicating Circuit Module Masterboxltlne Reversal Miscellaneous Module A Miscellaneous Module B X702102 1 I 414 I le /2 7o ,61 7C a a.6 Initiating Devices Smoke Detector Smoke Detector Smoke Detector Power Supervision Relay Notification APPlienoes Horn Strobe Horn/Strobe Combination Bell Miscellaneous Miscellaneous 4J W ,`// peoey h //pry /s fr, b es 1-4 gxfetwed Power stip 17' Se tkz 0 0 0 0 0 0 0 Sum Column for Standby Load (Amps) Multiply by Required Standby Time (24 or 60 hrs.) Total Standby AH Transfer G&H from above to complete Battery Calculations • 0 102 er X G Sum Column for Alarm Load (Amps) Multiply by Required Alarm Time (5 min. = .083) • • Total Alarm AH = = 144 ,Q c @ Total Standby AH (G) Total Alarm AH (H) Required AH (G + H) Safety Factor (multiply) �.cr414. . -.4 .4,* 1`. 1.2 I. ',a9 • Total System Ampere -Hours • Required CONFIDENTIAL A 6 3.-F -z(f FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C D E F Form: 1/22/01 G lillik WAS H I N G T O N A LA R i1V1 DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT _ (CxDI ALARM CURRENT (AMPS) 0 Gateway Corp 7 ITT CONTROL PANEL AND MODULES DS250 9 0.00009 0 0.00009 0 Radionics 7212 1 0.164 0.164 0.295 0.295 Module D125B 1 0.04 0.04 0.123 0.123 Module D192D 1 0.001 0.001 0.07 0.07 Remote Annuciator 1256 1 0.104 0.104 0.206 0.206 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector DS250 9 0.00009 0.00081 0.00009 0.00081 0 Strobe 0 0 0 Combination�,5��� 0 0 0 Bell/Strobe -Bell/Strobe 0 _ 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn � �. «�., �:�� r; � s�� ��.y 0 Strobe �3'�,x 0 Combination�,5��� 0 Bell/Strobe -Bell/Strobe ASWP75W 0.142 0 r'��p 0 0 fi 0 'tcE' N2J3,b $ - 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.310 24 7.435 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.695 0.083 0.058 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 7.435 0.05766923 7.493 1.3 9.741 14 AH (H) CONFIDENTIAL A 63-F -Z (f FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C D E F Form: 1/22/01 G illikk WASH I N G T O N A LAR M DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXD) ALARM CURRENT (AMPS) 0 Gateway bdg 7 ITT -Power Supply CONTROL PANEL AND MODULES '�' ' 0 0 Power Supply (Wheelock) PS -12/24 1 0.075 0.075 0.3 0.3 � ' � 0 0.996 0 24MCW 12 �3� ` 0 . 0 0.224 2.688 Bell 24MCW 0 0 0.199 0 Mini Horns$ 0 iy J 0 xµ 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector '�' ' 0 0 0 •Strobe-RSS 0 6 0 � ' � 0 0.996 0 24MCW 12 �3� ` 0 . 0 0.224 2.688 Bell 24MCW 0 0 0.199 0 Mini Horns$ 0 iy J 0 xµ 0 NOTIFICATION APPLIANCES Horn '�' ' 0 •Strobe-RSS 24MCW 6 r � ' � 0.166 0.996 Horn/Strobe Combination -AS 24MCW 12 �3� ` . �.� 0.224 2.688 Bell 24MCW 1€` 0.199 0.199 Mini Horns$ iy J xµ 0 y� Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 4.183 0.083 0.347 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 1.800 0.347189 2.147 1.3 2.300 14 AH (H) CONFIDENTIAL 03- F -z.(/ FIRE ALARM SYSTEMS BATTERY CALCULATION CHART A B C D E F Form: 1/22/01 G 14SA. WAS N I N G O N A LAR M DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ NUM ULE STANDBY CURRENT (AMPS) _ TOTAL STANDBY CURRENT (CxD1 _ ALARM CURRENT (AMPS) 0 Gateway bdg 7 ITT -Power Supply CONTROL PANEL AND MODULES 0 0 Power Supply (Wheelock) PS -12/24 1 0.075 0.075 0.3 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe-RSS 24MCW 6 0.166 0.996 Horn/Strobe Combination -AS 24MCW 15 0.224 3.36 Bell 24MCW 1 0.199 0.199 Mini Horns 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 4.855 0.083 0.403 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 1.800 0.402965 f 2.203 1.3 2.300 14 AH (H) cuaejd ape�sej C r. m 0x CD 0 iU �1 r m ADJACENT TENANT NO L C 14'-2° -o XO ddb ,rt t 0 Q) CO Q N Q N L imp0 CO�a av Q. B LL Opp ��.ro N f t 4— " Oma+ N s... t a .- — N C '� _ 7 - E-- i 0- tab cu c 2a E a) -E b) -71) 0� a� °) 3 ? . -P r0 ,,? O = 3 E O 6 r: AQ ' V Q ; 4. r �' C L_ - 1 .: 2 .T. +-, 4) O p U, 0J Qi I tt3 • Ce. _ .40ro O +L'"' U - "y a.... -el ' a) O CS. %-. .O` 0x3 >+ 7 cu L 15- u U-0.0 > w jr.a L ' 0 CO 0'0 D'° ps 4') 43 i� §Y a ac`°f°c• a to-a�m7:Ov a 2 iti i p ticuokeeswit Vassmiu. gaannsammavaanDozat snvpaarf amvtsar. Larm 3LVIOINO3A1116115 0 E+ W • brill Ili nrrn,l'Mirk) ®#I11,>liM1 LIP en C JM co 11h1U1111L111i111111_ 11 '. �I I!Ii111111 /!1 1111011111111 .:�#►!!�1!!�ll hl Illill1i1,111111fi.111111 1111#1111■1!!!!!1!1!1 i1111111111I'UiiIiiill I!U II /1�■1!>��C:al�ii 11111...u. �����IIII�i111111111�I. qiii ginginimin a11i1 Ii►1i:�Vliiil�1"'. ;:11111111111111111111 11110111 III !11111111i11111I111111 lil►1l11:1 -;yff ra , ii1111lIlllillll 111111 9iiiiiimmatoramtrore: 11i�! I J 1IIIIIIbIII ►iii►�Il�ll�iiiIIlilllll 1:111 11Tail! r�i�ci�L�lh1,:111N1�1i11:'1i�i�i��11!!!!I lr11_ri'MEm>!!Pitilit1111 /I111;21111 i�i111(IIk IIlllilal11f11illi�lflil►l�1111111iil 1 "1 1411 1 1 2W� aca m n�10 0. `' ( 4.1 v L.. a) b� ,a —_c.oraoc c -5.,_. L.oz-m3 ▪ E. F)N = v.) = a) - ZI #.; !— u e c .o -v "0 a; cr a) a).c 0 a %r,, a) a) 7i t* E N c a) T 3 .0 w o V a.)-^° 03)> '41 ar; i O • c` _O Ca ` s 0 a V ID >: n 5 Q n' s 4-1 CU vN .G . • Y Z .4.., O t!L_ cL'as- �%‘11)r'"'!"�O Or'.. W to;`♦_1 c ` <yy'OZ § .2a. a) � c C'•E 2 5 O > >E -50@=oe - = �'t.° >r- tnm¢ 3 c oa= 0 `tko o zi.its 33'2 c12 to.8-V cr �1- a t < cc 4., CL LU a u) Q) W‘,0c1D cNi N c gcg cQ N1uMher of Pages ( Including Cover) Comments 01/10/2013 16:09 4254818695 FAX TRANSMITTAL CROWN FIRE Fax No. CROWN FIRE PROTECTION, INC, Date Cost )any 1.10.13 Fire Prevention Bureau Tukwila Fire Department / Al EMS: Demo Permit 1 U Urgent EI For Review 0 Please Comment ❑ Please Reply Prom Cristie Ogland PH:425.481.7669 PAGE 01/01 FX:425.481.8695 Please provide a demo permit to remove (1) fire sprinkler head that is in the way ofa new wall being built by the contractor at the Xerox project located at 12720 Gateway Drive, Suite 101. The building permit number is 012-389. Please let me know if you have any questions or need any additional information. `banks TUKWILA FM DF ":71,-T!T Please cP 205-:75-37 and give this Fire ft ,+"); and exact address down or restoration approval. P.Q. BOX 12113 MILL CREEK, WA 98082 PH: 425.481.7669 FX: 425.481.8695 Technical Specifications DIMENSIONS 13"H x 8.5"W x 4.5"D (33cmH x 21.5cmW x 11.4cmD) WEIGHT 5.8 lbs (2.6 kilograms) excluding battery 13 lbs (5.9 kilograms) with 10 Ah battery ALARM SIGNAL INPUTS/ZONES • 8 individually programmable E.O.L. type zone inputs • 4+4: 4 reverse polarity input and 4 individually programmable E.O.L. type zone inputs • Optional 7794A AES-IntelliPro for full data via Contact ID, Pulse, Modem Ile and Modem II1a2 .. RADIO FREQUENCY Standard Frequency Range: 450-470 MHz Contact AES for other UHF and VHF frequencies ANTENNA 2.5 dB tamper resistant antenna included, mounts on enclosure Optional remote mounting antenna available POWER INPUT AC SOURCES Transformer: Class 2 16.5V AC nominal output 1.9 A max current (40 VA MIN) ELK ELK-TRG1640, MG ELECTRONIC SALES MGT1640, or AES 1640 (not included) DC SOURCES (includes FACP) 24V DC Regulated Power Supply with Subscriber Rechargeable Battery 1.9 A current BACKUP BATTERY 1012 Ah, UL recognized lead acid gel cell, size based on subscriber configuration. UL LISTINGS UL 864 10th Edition Standard for Control Units and Accessories for Fire Alarm Systems ULC S559-04 1st Edition Equipment for Fire Signal Receiving Centres and Systems TROUBLE OUTPUT -ACK DELAY/ANTENNA CUT Form C relay, fail secure, rated 24V DC 1A resistive, unsupervised RESET BUTTON Located on main circuit board OPERATING TEMPERATURE 32 to 120°F (0 to 49°C) STORAGE TEMPERATURE 14 to 140°F (-10 to 60°C) RELATIVE HUMIDITY 0 to 93%, non -condensing RECHARGE CAPABILITY Will charge 12V battery size from 10-12 Ah PORTS Ethernet for configuration and message communication USB access for software upgrade 7707 Fire REMOTE ANNUNCIATOR AES Model 7740 Remote Annunciator, supervised COMPATIBLE RECEIVERS 7705i AES-MultiNet Receiver CONFIGURATION INTERFACE Web browser capable device accessible via smartphone, tablet, laptop, or PC CURRENT CONSUMPTION Standby vv/ charged backup battery:, 200 mA (1.2 A Transmitting) Standby + charging backup battery: 900 mA (1.9 A Transmitting - MAX) POWER OUTPUT 2 or 5 Watts Factory set ENCLOSURE MATERIAL Steel with paint finish FINISH COLOR Red VISUAL INDICATORS Front panel LCD (2 x 20 alphanumeric' character backlit display) Power and Trouble LEDs (ALM, Trouble, Tx, Rx, WA) Contact Us For pricing and availability or to learn more about IntelliNet 2.0, please call your local AES Sales Representative at (800) 237-6387 or email sales@aes-corp.com. ACCEPTED sr Without Comments 0 As Noted in Red 0 Per The Attached Letter plans have been reviewed by The Tukwila Fire ...tion Bureau for conformance with current City ards. Acceptz, is subject to errors and :„`ions which co roc, ; a<.±thorize violations of adopted .?'dards and ordivinces. The responsibility for the • of design, n-ests, totally with the designer. ,-,dditions, deletions of •eves ons to these drawings after this date will void i i ac eptance and will require a resubmittal of revi ;=:;1 drawings for subsequent approval. Final acceptance ;subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 5/- .17-)°I 5y: / > I i Fire Permit Number To schedule inspections call 206-575-4407 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing Expires 7-1-19 1?3 Vo Fire Protection by Computer Design Northwest Fire Systems 22645 83rd Ave. S Building D Kent, WA 98032 206-772-7502 Job Name : BECU Building Location System Contract Data File : CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) a) 0 c).... as RI CL 0 cn E a) r. cn a) ii N 3 t 0 Z 00 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 8.879 C2 - Residual Pressure: 140 D2 - System Flow : 291.01 C2 - Residual Flow : 8001 D2 - System Pressure : 47.839 Hose ( Demand) : 250 D3 - System Demand : 541.01 Safety Margin : 102.093 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA1.85) 0 C) 0 O? CI 0CO 0 Nr CO 0 03 CO '1) M N 0 CO N O CO CO st N O) co r- CO M N (1 CC W (/) V) D Et W Fittings Used Summary 7 8 2 (0 - 2 0 m (0 (0 - n \ NA ( 0m 0 0 0II) 0$ G 0f Q » &R S <q 2 m2» m 0) m N. 0 0 C » c 9 0 2 45 k k& &-� .43(13 -o° �$ ff ffl Rim 2 gEa�o ) / cE -kik U -0U d' c2f u_ «0,§-§ 202$ 2 13 •0 W 2 0 - 0 0 e-0 . 73 e CO03 �» � $oko-m� U) ®fk 0) 4- 0 00)2«2 kla/225 X X e�a9n \ \ ) E.— o�;�; flfl as E(0Ekk2 802�� E\/E2§ C 'io 4) c0 o e 2 . � n ca , 0 041) 41) 4 r 0) E o)n) ■ • as m 2�£2 �f) ea a) 0 _- �- ® wEgE§ cc222\ Eƒƒ\ƒ2 •LLu_0LLE <zzuz< Units Summary LL.! - a)' N E"t3 Q 00 " ZW0(0a Pressure / Flow Summary - STANDARD Northwest Fire Systems Page 3 BECU Date 8-29-18 Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. S1 23.0 5.6 9.49 na 17.25 0.15 114 7.0 S2 23.0 5.6 10.05 na 17.75 0.15 100 7.0 S3 23.0 5.6 10.78 na 18.39 0.15 100 7.0 S4 23.0 5.6 11.54 na 19.02 0.15 100 7.0 S5 23.0 5.6 9.32 na 17.1 0.15 114 7.0 S6 23.0 5.6 10.26 na 17.94 0.15 100 7.0 S7 23.0 5.6 10.79 na 18.4 0.15 100 7.0 S8 23.0 5.6 11.55 na 19.03 0.15 100 7.0 S9 23.0 5.6 9.33 na 17.11 0.15 114 7.0 S10 23.0 5.6 10.07 na 17.77 0.15 100 7.0 S11 23.0 5.6 11.16 na 18.71 0.15 100 7.0 S12 23.0 5.6 11.92 na 19.33 0.15 100 7.0 S13 23.0 5.6 9.41 na 17.18 0.15 114 7.0 S14 23.0 5.6 10.15 na 17.84 0.15 100 7.0 S15 23.0 5.6 11.25 na 18.78 0.15 100 7.0 S16 23.0 5.6 12.01 na 19.41 0.15 100 7.0 B1 24.0 14.8 na B2 24.0 15.99 na B3 24.0 17.14 na B4 24.0 18.33 na B5 24.0 14.83 na B6 24.0 16.0 na B7 24.0 17.16 na B8 24.0 18.35 na B9 24.0 14.85 na B10 24.0 16.02 na B11 24.0 17.74 na B12 24.0 18.94 na B13 24.0 14.97 na B14 24.0 16.15 na B15 24.0 17.88 na B16 24.0 19.09 na M1 24.0 19.16 na M2 24.0 19.18 na M3 24.0 19.25 na M4 24.0 19.41 na M5 24.0 20.55 na M6 24.0 20.92 na M7 10.0 27.62 na M8 10.0 28.28 na M9 10.0 31.64 na TOR 10.0 38.08 na BOR 1.0 43.14 na UG1 -5.0 46.21 na UG2 -5.0 50.86 na UG3 -5.0 50.87 na TEST 2.5 47.84 na 250.0 The maximum velocity is 8.48 and it occurs in the pipe between nodes B15 and B16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Northwest Fire Systems Page 4 BECU Date 8-29-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** S1 17.25 1.049 1E 2.0 1.000 9.490 K Factor = 5.60 to 120.0 1 EqI 55.0 57.000 -0.433 B1 17.25 0.0990 0.0 58.000 5.741 Vel = 6.40 0.0 17.25 14.798 K Factor = 4.48 S2 17.75 1.049 1T 5.0 1.000 10.051 to 120.0 1 EqI 55.0 60.000 -0.433 B2 17.75 0.1044 0.0 61.000 6.368 K Factor = 5.60 Vel = 6.59 0.0 17.75 15.986 K Factor = 4.44 S3 18.39 1.049 1T 5.0 1.000 10.781 to 120.0 1 EqI 55.0 60.000 -0.433 B3 18.39 0.1114 0.0 61.000 6.794 K Factor = 5.60 Vel = 6.83 0.0 18.39 17.142 K Factor = 4.44 S4 19.02 1.049 1T 5.0 1.000 11.535 to 120.0 1 Eql 55.0 60.000 -0.433 B4 19.02 0.1186 0.0 61.000 7.233 K Factor = 5.60 Vel = 7.06 0.0 19.02 18.335 K Factor = 4.44 S5 17.10 1.049 1T 5.0 1.000 9.324 to 120.0 1 EqI 55.0 60.000 -0.433 B5 17.1 0.0974 0.0 61.000 5.941 K Factor = 5.60 Vel = 6.35 0.0 17.10 14.832 K Factor = 4.44 S6 17.94 1.049 1E 2.0 1.000 10.262 to 120.0 1 EqI 55.0 57.000 -0.433 B6 17.94 0.1064 0.0 58.000 6.172 K Factor = 5.60 Vel = 6.66 0.0 17.94 16.001 K Factor = 4.48 S7 18.40 1.049 1T 5.0 1.000 10.792 to 120.0 1 EqI 55.0 60.000 -0.433 B7 18.4 0.1115 0.0 61.000 6.801 K Factor = 5.60 Vel = 6.83 0.0 18.40 17.160 K Factor = 4.44 S8 19.03 1.049 1T 5.0 1.000 11.547 to 120.0 1 EqI 55.0 60.000 -0.433 B8 19.03 0.1187 0.0 61.000 7.240 K Factor = 5.60 Vel = 7.06 0.0 19.03 18.354 K Factor = 4.44 S9 17.11 1.049 1T 5.0 1.000 9.334 to 120.0 1 EqI 55.0 60.000 -0.433 B9 17.11 0.0975 0.0 61.000 5.946 K Factor = 5.60 Vel = 6.35 0.0 17.11 14.847 K Factor = 4.44 S10 17.77 1.049 1T 5.0 1.000 10.070 to 120.0 1 EqI 55.0 60.000 -0.433 B10 17.77 0.1046 0.0 61.000 6.379 K Factor = 5.60 Vel = 6.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Northwest Fire Systems Page 5 BECU Date 8-29-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 17.77 16.016 K Factor = 4.44 S11 18.71 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B11 18.71 0.1150 0.0 61.000 11.159 K Factor = 5.60 -0.433 7.014 Vel = 6.95 0.0 18.71 17.740 K Factor = 4.44 S12 19.33 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B12 19.33 0.1222 0.0 61.000 11.918 -0.433 7.456 K Factor = 5.60 Vel = 7.18 0.0 19.33 18.941 K Factor = 4.44 S13 17.18 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B13 17.18 0.0982 0.0 61.000 9.410 -0.433 5.991 K Factor = 5.60 Vel = 6.38 0.0 17.18 14.968 K Factor = 4.44 S14 17.84 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B14 17.84 0.1054 0.0 61.000 10.152 -0.433 6.427 K Factor = 5.60 Vel = 6.62 0.0 17.84 16.146 K Factor = 4.44 S15 18.78 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B15 18.78 0.1159 0.0 61.000 11.249 -0.433 7.067 K Factor = 5.60 Vel = 6.97 0.0 18.78 17.883 K Factor = 4.44 S16 19.41 1.049 1T 5.0 1.000 to 120.0 1 EqI 55.0 60.000 B16 19.41 0.1231 0.0 61.000 12.015 -0.433 7.510 K Factor = 5.60 Vel = 7.21 0.0 19.41 19.092 K Factor = 4.44 B1 17.25 1.049 0.0 12.000 to 120.0 0.0 0.0 B2 17.25 0.0990 0.0 12.000 14.798 0.0 1.188 Vel = 6.40 B2 17.75 1.38 0.0 12.000 to 120.0 0.0 0.0 B3 35.0 0.0963 0.0 12.000 15.986 0.0 1.156 Vel = 7.51 B3 18.39 1.61 0.0 12.000 to 120.0 0.0 0.0 B4 53.39 0.0994 0.0 12.000 17.142 0.0 1.193 Vel = 8.41 B4 19.02 2.067 1T 10.0 6.000 to 120.0 0.0 10.000 M1 72.41 0.0517 0.0 16.000 18.335 0.0 0.827 Vel = 6.92 0.0 72.41 19.162 K Factor = 16.54 B5 17.10 1.049 0.0 12.000 to 120.0 0.0 0.0 B6 17.1 0.0974 0.0 12.000 14.832 0.0 1.169 Vel = 6.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Northwest Fire Systems Page 6 BECU Date 8-29-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** B6 17.94 1.38 0.0 12.000 16.001 to 120.0 0.0 0.0 0.0 B7 35.04 0.0966 0.0 12.000 1.159 Vel = 7.52 B7 18.40 1.61 0.0 12.000 17.160 to 120.0 0.0 0.0 0.0 B8 53.44 0.0995 0.0 12.000 1.194 Vel = 8.42 B8 19.02 2.067 1T 10.0 6.000 18.354 to 120.0 0.0 10.000 0.0 M2 72.46 0.0518 0.0 16.000 0.828 Vel = 6.93 0.0 72.46 19.182 K Factor = 16.54 B9 17.11 1.049 0.0 12.000 14.847 to 120.0 0.0 0.0 0.0 B10 17.11 0.0974 0.0 12.000 1.169 Vel = 6.35 B10 17.77 1.38 1T 6.0 12.000 16.016 to 120.0 0.0 6.000 0.0 B11 34.88 0.0958 0.0 18.000 1.724 Vel = 7.48 B11 18.71 1.61 0.0 12.000 17.740 to 120.0 0.0 0.0 0.0 B12 53.59 0.1001 0.0 12.000 1.201 Vel = 8.45 B12 19.33 2.067 0.0 6.000 18.941 to 120.0 0.0 0.0 0.0 M3 72.92 0.0523 0.0 6.000 0.314 Vel = 6.97 0.0 72.92 19.255 K Factor = 16.62 B13 17.18 1.049 0.0 12.000 14.968 to 120.0 0.0 0.0 0.0 B14 17.18 0.0982 0.0 12.000 1.178 Vel = 6.38 B14 17.84 1.38 1T 6.0 12.000 16.146 to 120.0 0.0 6.000 0.0 B15 35.02 0.0965 0.0 18.000 1.737 Vel = 7.51 B15 18.78 1.61 0.0 12.000 17.883 to 120.0 0.0 0.0 0.0 B16 53.8 0.1008 0.0 12.000 1.209 Vel = 8.48 B16 19.41 2.067 0.0 6.000 19.092 to 120.0 0.0 0.0 0.0 M4 73.21 0.0528 0.0 6.000 0.317 Vel = 7.00 0.0 73.21 19.409 K Factor = 16.62 M1 72.41 4.026 0.0 10.000 19.162 to 120.0 0.0 0.0 0.0 M2 72.41 0.0020 0.0 10.000 0.020 Vel = 1.82 M2 72.47 4.026 0.0 10.000 19.182 to 120.0 0.0 0.0 0.0 M3 144.88 0.0073 0.0 10.000 0.073 Vel = 3.65 M3 72.92 4.026 0.0 10.000 19.255 to 120.0 0.0 0.0 0.0 M4 217.8 0.0154 0.0 10.000 0.154 Vel = 5.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Northwest Fire Systems Page 7 BECU Date 8-29-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** M4 73.21 4.026 1T 20.0 23.417 19.409 to 120.0 0.0 20.000 0.0 M5 291.01 0.0264 0.0 43.417 1.145 Vel = 7.33 M5 0.0 4.026 1E 10.0 4.000 20.554 to 120.0 0.0 10.000 0.0 M6 291.01 0.0264 0.0 14.000 0.369 Vel = 7.33 M6 0.0 4.026 1E 10.0 14.000 20.923 to 120.0 0.0 10.000 6.063 M7 291.01 0.0264 0.0 24.000 0.634 Vel = 7.33 M7 0.0 4.026 1T 20.0 5.167 27.620 to 120.0 0.0 20.000 0.0 M8 291.01 0.0264 0.0 25.167 0.664 Vel = 7.33 M8 0.0 4.026 1E 10.0 117.250 28.284 to 120.0 0.0 10.000 0.0 M9 291.01 0.0264 0.0 127.250 3.355 Vel = 7.33 M9 0.0 4.026 2E 20.0 224.167 31.639 to 120.0 0.0 20.000 0.0 TOR 291.01 0.0264 0.0 244.167 6.439 Vel = 7.33 TOR 0.0 6.065 1A 27.0 9.500 38.078 to 120.0 1B 10.0 37.000 4.898 BOR 291.01 0.0036 1 Fsp 0.0 46.500 0.167 * Fixed Toss = 1 Vel = 3.23 BOR 0.0 8.27 3E 85.404 693.000 43.143 to 140.0 0.0 85.404 2.599 UG1 291.01 0.0006 0.0 778.404 0.463 Vel = 1.74 UG1 0.0 12.34 1 Zaf 0.0 147.333 46.205 to 140.0 2E 84.39 178.157 4.627 UG2 291.01 0.0001 1T 93.767 325.490 0.028 * Fixed loss = 4.627 Vel = 0.78 UG2 0.0 12.34 1T 93.767 26.208 50.860 to 140.0 0.0 93.767 0.0 UG3 291.01 0.0001 0.0 119.975 0.010 Vel = 0.78 UG3 0.0 6.16 1E 20.084 23.667 50.870 to 140.0 1T 43.037 63.121 -3.248 TEST 291.01 0.0025 0.0 86.788 0.217 Vel = 3.13 250.00 Qa = 250.00 541.01 47.839 K Factor = 78.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FACP SILENT KNIGHT 6700 120 VAC (DEDICATED CKT.) JS O MM WF MN #16/4 T'A'P MO1 M02 ACCEPTED Er Without Comments p As Noted in Red p Per The Attached Letter ,..;e plans have been reviewed by The Tukwila Fire ntion Bureau r; .•, conformance with current City EToards. Accet3ta ` t' is subject to errors and -ilsslons which do not -i Ithorize violations of adopted ndards and ordinance= The responsibility for the equacy of design, rests totally with the designer. ,dditions, deletions o • revisions to these drawings after phis date will void this acceptance and will require a resubmittal of revised dr. wings for subsequent approval Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. FIRE PANEL A ALARM CONI /\ ENTRANCE. FIRE ALARM SYMBOL LEGEND MB u not Nt mr 6 MB MI It roar S'MBOL DESCRIPTION MOUNTING IFA FIRE ALARM CONTROL PANEL WALL -TOP O 66" ® ATS MS ALARM RADIO FIELD VERIFY Q FIRE SYSTEM ANNUNCIATOR FIFl. 1 VERIFY 0 SMOKE DETECTOR CEILING Q1 HEAT DETECTOR CEI5r15 © MANUAL PULL STATION WALL 0 4E" C) CEILING MOUNT STROBE FIELD VERIE Q� CEILING MOUNT HORN / STROBE FIELD'4ERFT Da HORN WALL 0 10'-3 ®Q HORN STROBE WALL 80"-96" ® STROBE WALL 040-04E" T.b6I:L.hTICfI DESCRIPTION �TRp� i,W SA' GN➢M'+A_ 'flJT�GF-‘0.0()C. O EXISDNG G WITH GUARD P PENDANT MOUNT ® ,,,DEVICF ADORDS,,, oO L10001 OR 001 - VI W0P ro w u - DQIG16 artcraR d(uaanE 8) P PEPLACE 5 SOUPpER BASE _ WP 4(0ATHER PR0OF(1 E01 END OP UNE RESISTO8 EOLP EN, OF UNE RELAY 1-t16/2 TWP xwE nrER�R .+eeReA+rm CCNMgCOURT RARE 40E AYiG ,.. AfnE.P:,�-N NIKE GAUGE TO- TWISTED PAIR TWSP TWISTED SHIELDED PAIR FPLP FIRE POWER UNITED PLENUM FRU. FIRE POWER LIMITED PISEP tmLD rsa�E x�'FC) 17 owmm GS 114C NOTIFlCATFON APPLIANCE CI8CU7 SLC SIGNAUNG UNE CiRCUI Date: LOCATED IN FIRE DL ROOM NEXT TO Fire Permit Number (c -F-/7-1 To schedule inspections call 206-575-4407 GENERAL NOTES: 1. SCOPE OF WORK: REPLACING EXISTING 1912 FIRE PANEL FOR NEW SILENT KNIGHT 6700 FIRE PANEL. ADDING DETECTOR ABOVE PANEL AND MONITOR MODULES FOR SPRINKLER WATERFLOW AND SUPERVISORY. 2. UNLESS OTHERWISE SPECIFIED, #14/2 AWG WIRE WILL BE USED FOR THE NOTIFICATION CIRCUIT. #16/4 AWG %JILL BE USED FOR THE SIGNALING LINE CIRCUIT (SLC). 3. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 4. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72, AND ALL OTHER APPLICABLE CODES AS REQUIRED BY' THE AUTHORITY HAVING JURISDICTION. 5. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL DC PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V DR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY 6 FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. 7. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SLUPPLIES MUST BE PRO`.'IDED B'1 A DEDICATION AC BRANCH CIRCUIT. THE LOCATION OF THE BRANCH CIRCUIT BREAKER SHALL BE PERMANENTLY IDENTIFIED AT THE CONTROL UNIT AND SHALL HAVE A RED MARKING IN ACCORDANCE WITH NFPA 72. 8. POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT 'WIRIIJG MUST REMAIN SEPARATED IN CABINET. ALL POWER -LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25' AWAY FROM ANY NONPOWER -LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST ENTER AND EXIT TIME CABINET THROUGH DIFFERENT KNOCK OUTS AND/OR SEPARATE CONDUITS. 9 WHEN UTILIZING CLASS 'A' CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS 'A' CIRCUITS BY A MINIMUM OF 12 WHERE RUN VERTICALLY AND 481' WHERE RUN HORIZONTALLY. 10 WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END, 11 ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 12. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN-UP IS COMPLETED AND FINAL. 13. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. WALL -MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' AND A MAXIMUM OF 12' FROM CEILING. 11. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PRO':IDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. 15 VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES 'WITH FIRE ALARM CONTRACTOR. 16. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES. AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 17. PROVIDE OFF-SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.6.5 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 1B INSTALLING CONTRACTOR SHALL. PHYSICALLY, LABEL ALL INITIATING DEVICES AND NOTIFICATION APPLIANCE CIRCUIT END OF LINE (WHEN WIRING CLASS 'B'). THESE LABELS SHALL BE IN PLACE PRIOR TO START-UP AND TESTING. PAID hu3 1 + 2019 TUKWILA FIRE Phong Nguyen Cert No. 139398 Exp. 01/01/2021 Fire Alarm Systems ' note8/19/2019 18 a DESCRIPTION rc CO TUKWILA COMMERCIAL PARK 12614 INTERURBAN AVE S, BLDG. D TUKWILA, WA 98168 PANEL REPLACEMENT 004114 OCCXED DATE 171184 .IiLL TRE5/UN CR1N A88 19107-1 NEW OOWYEN 10EET D1 139398 8'902019 11;0 FA -01 0 UP 4" X 14'-0" TO SECOND FLOOR P [10-0] EXISTING PIV WITH TAMPER EXISTING 4" RISER 4' 181-714 \EXISTING 4" ABOVE GROUND PIPING FIRST FLOOR LJ 8' 67-9 \EXISTING 8" UNDERGROUND rTh SITE PLAN NTS REVISIONS EXISTING 5" STORZ FDC ON A 30 DEGREE ANGLE 12' 75-7 \EXISTING 8" UNDERGROUND 5-1Ye EXISTING PIV WITH TAMPER \1EXISTING VAULT WITH 2" BACKFLOW PREVENTER EXISTING FIRE HYDRANT/ EXISTING 12" UNDERGROUND HYDRAULIC DESIGN CRITERIA ELEV. 10'-0" SYSTEM SENSOR WPD40 FLOW SWITCH SPARE SPRINKLER CABINET 6" RELIABLE - MODEL E ALARM VALVE WI TRIM I 1,D 6 SCHEDULE 10 TOR RELIABLE MODEL C MECHANICAL SPRINKLER ALARM MOUNT ON EXTERIOR WALL TO MECHANICAL SPRINKLER ALARM 9-13-18. Without Comments As Noted in Re0 Per The Attached Letter "hese plans havbeen ; n _reviewed by The Tukwila Fire- vention Burea j r : ]'orrnnce with current City :andards. ACtt.: subject to errors and omissions which rivlati ns of adopted :a1 dards ;enc- r The responsibility for the . cequacy dit r E s 1= ':ry Elul the signer. i'..T f io S to these drawings atter '.is date ..'n d Wil+ require a : esubmlt' r . _ a; fr,),I. subsequent approval. Final accept =.sxeid test and inspection by The Tukvt `T ':1:ort w .t. Date: /-1_...L,.. I 1 f _ D 2" MAIN DRAIN EXPIRES 7-1-19 TUKWILA FIRE DEPARTMENT �,! = r 206-575-4407 and i.a..xv E �.d ..LS µJ>"� g C. dr. Fire `Cusum No E.,,,gac: .didrwas for shut a .:Jwn or rest r tw?n approval. OEXISTING FIRE SPRINKLER RISER ROOM LOCATED ON THE FIRST FLOOR NTS AREA OF WORK n VICINITY MAP � NTS PrIli rrrrrrrrrrrrrmaim rrin nom rrram WASHiN#TON STATE CERTIFICATE OF SOMPETENcr N. FIRE PROTECTION, SPRl uu ER slog-TERec: , Byron Richard Moye 9419-0815-C Northwest Fire Systems NORTHFS928CR 09/06/2018 Date SPRINKLER KLER L EGEA D SPRINKLERS ON SHEET: SPRINKLERS ON JOB: SYMBOLS NO. DATE WATER FLOW TEST INFORMATION SYM MAKE MODEL SIN ORIFICE TEMP. FINISH ESC. QTY. PERFORMED BY: TUKWILA WATER DEPARTMENT STATIC HYD ADDRESS: 12720 GATEWAY DRIVE FLOWING HYD ADDRESS: 12720 GATEWAY DRIVE STATIC PSI: 150 FLOWING GPMS: 8,001 CALCULATIONS SOURCE NODE: !LSI [X' Bta] BELOW TOP STEEL [X' -X"] ABOVE FIN FLR Main X BRANCH UNE NO. MAIN PIECE ID. CEILING HEIGHT HYDRAUUC NODE 1111, OS&Y GATE VALVE BUTTERFLY VALVE WATER FLOW SWITCH •—S.) UNE BREAK — t PLUGED END - CAPPED END f HANGER LOCATION NORTHWEST FIRE SYSTEMS LIC # NORTHFS928CR 22645 83RD Ave. S., Bldg D KENT, WASHINGTON 98032 PHONE NO. (206) 772-7502 FAX NO. (206) 772-7504 BECTJ TFCN WEST tiYI\G 12720 GATEWAY DRIVE TUKWILA, WA 98168 Fire Sprinkler Plan DRAWN BY: Bryan Shaver (206) 556-0957 PERMIT NO. DATE: 8-29-18 Sht ,7' o. 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GENERAL NOTES 1) DESIGN PER NEPA 13, 2013 AND THE CITY OF TUKWILA ALL MATERIALS SHALL BE NEW AND U.L. LIS 1 LD OR F.M. APPROVED. 2) ALL HANGERS ARE EXISTING. 3) NO CHANGES ARE TO BE MADE TO THE EXISTING SEISMIC BRACING. 4) ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ.) TO BE DONE BY OTHERS. 5) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY NORTHWEST FIRE SYSTEMS PROTECTION TO SUPPLEMENT THE 51 RUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 6) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. IN ALL AREAS WITH WATER FILLED FIRE SPRINKLER PIPING. INSULATION INSTALLED TO MAINTAIN THIS TEMPERATURE (SUCH AS ATTICS, CEILINGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PIPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PIPE FACING THE HEATED INTERIOR. 7) FIRE ALARM SYSTEM DEVICES, INSTALLATION OR MONITORING IS NOT INCLUDED IN THIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY , EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY OTHER WATER OR FIRE PROTECTION SYSTEM(S) ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY NORTHWEST FIRE SYSTEMS UNDER THE SPECIFIC SCOPE OF OF THIS CONTRACT. 9) ALL PIPING WITH THREADS TO BE SCHEDULE 40 BLK. STL PIPE WITH C.I. OR D.I. SCREWED 1-11 11NGS 10) SPRINKLER PIPE PENETRATIONS THROUGH SUSPENDED CEILINGS SHALL MEET THE REQUIREMENTS OF ASCE 7-05 SECTION 13.5.6.2.2.. PENETRATIONS TO HAVE A 2 INCH OVERSIZE RING OR ADAPTER THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. SPRINKLER ATTACHED OR BRACED TO CEILING (SUCH AS SPRINKLERS AND CEILINGS ATTACHED TO THE SAME JOIST) DO NOT REQUIRE THIS ALLOWANCE FOR MOVEMENT 11) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TES I LNG AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2013 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYS 1 LM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM. PRODUCT LEGEND 1 INLET NIPPLE (1" MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD F1 I I LNG 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE (1" NOMINAL DIAMETER) (LENGTHS AVAILABLE 31", 36" 48", 60", & 72") 6 COLLAR / WELD I-11 LING 7 NUT 8 REDUCING OUTLET (AVAILABLE 1/2" OR 3/4" FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24" AND 48" LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) SEE VICTAULIC SUBMITTAL NUMBER 10.85 SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS LISTED MIN. RADIUS PER MIN. RADIUS PER AB 2x4 STUD 0717425, [I DROP CEILING TI SPRINKLER COMPONENT LEGEND I= ME MI INN = NEW FIRE SPRINKLER PIPING = EXISTING FIRE SPRINKLER PIPING QQ = NEW TYCO QR SEMI-REC. PENDENT 0 = EXISTING OUTLET (USED FOR ADD/RELOCATE) r). NEW 1" VICFLEX A = ADDED HEADS (1 TOTAL) R = RELOCATED HEADS (1 TOTAL) M.T.X = NEW MECHANICAL TEE = AREA OF SPRINKLER WORK ..�tsss�ssss as ammimmmoodiammdismosdai IFASHINGTON STATE:::•• a • • a CERTIFICATE OF COMPETENCY / FIRE PROTECTION SPR FICLER SYSTEMS ; Byron Richard Moye s 9419-0815-C Northwest Fire Systems NORT FS928CR ■ a. ■ a,. a irs.aim rrNINE 09/06/2018 •O 1 a --.•N *--iseaarre CEILING COVER PLATE SPRINKLER HEAD BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS 4 •o d a Concrete Constriction VIC FZ X GOA'N CTION —!' fvC,'1LNe Nf//?PNDLNT t1!'AD �L'%PPND?D GPUNS 4 Concrete Construction IfX/f.5 77/Via — VICFLEX CONFIG. REVISIONS HYDRAULIC DESIGN CRITERIA SPRINKLER LEGEND SPRINKLERS ON SHEET: 279 SPRINKLERS ON JOB: 279 SYMBOLS NO DATE WATER FLOW TEST INFORMATION SYM MAKE MODEL SIN ORIFICE TEMP. FINISH ESC. DATE: PERFORMED BY: STATIC HYD ADDRESS: FLOWING HYD ADDRESS: STATIC PSI: RESIDUAL PSI: FLOWING GPMS: CALCULATIONS SOURCE NODE: TYCO TY -FRB PENDENT TY323 155F CHROME CHROME 279 Ex» BO BELOW TOP STEEL DC -X'] ABOVE FIN FLR /07 Main X BRANCH UNE NO. MAIN PIECE ID. CEILING HEIGHT C) HYDRAULIC NODE .111 OS&Y GATE VALVE BUTTERFLY VALVE —Er WATER FLOW SWITCH ---C PLUGED END CAPPED END -7e- HANGER LOCATION NORTHWEST FIRE SYSTEMS LIC NORTHFS928CR 22645 83RD Ave. S., Bldg D KENT, WASHINGTON 98032 PHONE NO. (206) 772-7502 FAX NO. (206) 772-7504 BECU TFCN WEST WING 12720 GATEWAY DRIVE TUKWILA, WA 98168 Fire Sprinkler Plan DRAWN BY: Bryan. Shaver (206) 556-0957 PERMIT NO. DATE: 8-29-18 Sht No. of TEEL.OX MECHANICAL BRANCH CONNECTOR SIZE A B 1-1/4x1/2 2 -1/2 1-1/4x3/4 2-1/16 -1/2 1-1/4 x 1 . 2-1/8 -1/2 1-1/2x1/2 2 -1/2 1-1/2x3/4 2-1/16 -1/2 1-1/2x1 2-1/8 -1/2 2 x 1/2 2-5/16 -13/16 2 x 3/4 2-3/8 -13/16 2 x 1 2-7/16 -13/16 2-1/2 x1/2 2-9/16 2-1/16 2-1/2x3/4 2-11/16 2-1/8 2-1/2 x.1 2-3/4 2-1/8 c. 1-3/16 1-3/16 1-3/16 1-3/16 1-3/16 1-3J16 1-3/16 1-3/16 1-3/16 1-3/16 1-3/16 1-3/16 Ex. J U 1.14 NORTH PROPOSED REFLECTED CEILING PLAN -I_ SCALE: 3/16" =1'-0" . RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS NoTE5 DE, 1GN&-V TO O,WI,VARY. N/ RD: //FPA -13 000 AVD TIIF CITY O F T I((VI LLA4 . CROWN P1RE PioTECTIciv 15 ELcC. TW4: (.) Ahcee EXIST//(//6 RE L I A-; LE G I FIN5N coNCEALEP I4 CI Q 5 A W D AVOW £) roe. /V4.11/' REL I, W L : . FIV5II CMeCeRLE At s P4/'T OF 7111 T Fnikif T . 1 MP A!/ " p D .c1 e 1.-- Fo EX.._ 774/. -. RFL1AR/E .1 rir. Co#C-A f -P. fl y . RFLO.(►TE O .«Eel FrL c+ Fir-15-'177C' LV5H C'oiCEA(' D • P ,vP i/ -" 778:77Ch7IRE,14091E. .4 FIU. NCOiCEALEV PENPrivr il A NEW lELl11/3/ '. 6 4 PL1.511 C'NC I4LUP 4'P 4 E IST1N OPE' NEW e fr P1T TEE LOX M£CN, TEE KE YPLAW !VO SCALE '/2.": k 4E° . 1/ :i WN. l7f Cc' P,r.9'?'l wire. 01.el-m WyiTE COV L 7~E: o Without Comments o As Rioted in Red Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire ^revention Bureau for conforrnancF:' with current City Ttandards. Acceptance is subject to <:'iors and ;,-hissionS which do not. authori77e• '.'io!!ons of adopted -3ndards ani ordinanc i, r i'lc resod ,sibiiity for the •Jequacy of design restotally with d '€si(gner. . ,dditions, deletions or re:vis.ior 5s t...5 iskri.:se drawings after is data will void this accepts ce aNd�� Ul require a esubmittai of revised drawincjs for :sue e:c.Zuent approval. .-mai acceptance Is subject to field test and inspection by lie Tukwila Fire Prevention Bureau. Date: S'? -0-11 By: � S TUKWILA FIRE DEPARTMENT Please caii 206-575-4407 and gid`; this Flee`' 6 errni . V. b u di' ande3CaC:�.e��'. es::? 't;'Y' shut- down or restoration, e r?. t �`3` 1. CROWN FIRE PROTECTION INCORPORATED P.O. BOX .12113 MILL CREEK, .WASHINGTON • 98082-0113 PH. (425) 481-7869 .QATE.WAY OR P RA:TE.• LINT R pjoG.•7 TEA/AIN'T I'IPROVEI EA/T 1007.1017 ', 1.2720 6A7E1 ',Y . M I V : •!L!T ..•1. ►�� TUK.WILA...W C P CDIV57 uC7T/M1/ RAA/DY 115 -plc - 6 /O7... DATE/Ij / l DRAWN: /> T. I SCALE: lade /!+o PAID MAY 17 ?"' X. LIGI-1T FIXTURES TO REMAIN. /1 RELOCATED EX: FIXT JRES l mlill111011111 Emorwarmwrds.• FQPQ.SE0 FLOQ F.L4N' SCALE I/8". I' • Design per NFPA 13 - Ordinary Hazard Occupancy -130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means • 1- Add Reliable Model G4A 165° Standard Response Sprinkler Heads %z x 1/2 • 9 - Relocate Reliable Model G4A 165° Standard Response Sprinkler Heads 1/2 x %Z 10 - Total EX. SPRINKLER HEAD APPROX. LOCATIONS. MOVE AS REQUIRED FOR COVERAGE AND CONFLICTS OATH NEW LIGHT AND WALL LAYOUT. (d) = (Nettle iron Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but uses a steel electro plated u --boot to save space and for easier installation In tight places. R is ideal•for direct connections with sprinkler heads•and drop nipple:;. HOUSING Ductile iron ASTM A536 grade 65-45-12. COATING: Zinc electroplated U - BOLT: Carbon steel SAE grade 2, zinc plated. NUT: Carlton ;steel ASTM A194, zinc plated. GASKET: EPDM (•304F to + 230°F) THREADS: MT -3 NPT perANSUASME 81.20.1 MT -9 British standard parallel (BSP) par BS21 1 li;1T Ni. _ : i,1 G}4ANtCAt*-rtEE.s_ f _ *IY. M7gams ,lnen APPROX. WitGH1 lAGH 7.50.. • NGMINAI .. I1 III5 '009511.0 7101 IN. P .6.1.7 IN. • A I { C j 1 0 5 ® 300 1 1/49 3/4 ,meq 1.19 1.19 22.10 2.14 1.64 1.54 2.50 3.50 1.Y1 2:33 . 0.47 1.21 3=440.87 • 111401 100 1,1P 2.27 1.61 3.577 1.21 245. 1.06 1 12 7 172 100 1.19 2.46 1.78 0.50 1.33 7.36 0$1 1 12 8 3/4 300 1.19 2.26 1.76 3.50 1.33 225 0.97 1 1/2 5 1 300 1.12 2.20 1.73 3,50 1.33 2.25 .1.02 2. on :100 1.10 2.51 2.01 3.73 1;;1 246 4.47 8 314 300 7.10 1.19 2.51 2.54 2.01 7,95 3.70 9.75 1.54 1.54 .• . •125 - 0.54 2.25 ji.49 . 2.25 1 1.09 2 5 1 300 2 1/2 5 172 . 300 • 1.19 2.75 2.20 4.25 1.51 21/x. 374 300 1.19 2.76 2.26 435 1.1(1 2.25 0.04 2 12 1 1 300 7.19 3.28 1 2.22 2.32 " .2') •7.25 ,1 UP 1 nn 7.25 3.53----r- . 1.14 3 0.0., I/1 2007 1.79 3 22 0.44 317.0.1:84 3.a1 91.70 280 1,79 2t12 3,33 4.25 7.511 3.22 094 1.19 2.94 2.119 4.26' - ---1:64•- - . 3.20 • .1.1.1 RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS . HANGER DETAIL NTS Tr V i : icm..:q-1-:rt runts As Novfo Per The Atit1;icfled Letter 1,ese plans have been reviewed by The 'Tukwila ,Fire cvention Bureau for conformance: with current City nuards. Acceptance is 5iid;ecr to errors and ,.s€ons which do not ',3+.sthori<< vii -)). :Ins of adopted dards and ordinances. The respurlsibilityl for the : lacy of design rests totally with the designer. • 1 tions, deletions or revisions to these drawings after •lace wilt void this acceptance and will requirelta resuomittai of revised drawings for subsequent approval. �i7�a1 acceptance is subject to field test and Inspection by 1-1e Tukwila Fire Prevention Bureau. Date: __23 o 9 v: rUkw11-A FIRE DEPARTMVIF,.f1t Please call: 575-4402 and give this job No. 0q and exact address for shuti clown or restoration approval: CROW\ FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 NOTICE C Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. FILE COPY ('7I!/ - 2009 aAalCtn,irc l=ire. PRIME ALLIANCE X17 GATEWAY CORP ��y� CORPORATE CENTER BUILDING 7 12720 Gateway Drive, Suite 103 Tukwila, WA DATE:ojc f 2 7 d9 DRAWN: 4.) /< SCALE: Vr WASHINGTONALARM WASHINGTON ALARM INC. 1253 S. JACKSON STREET SEATTLE, WA 98144 PH: 206-328-3288 FAX: 206-322-7214 CONTACT: Ryan Aal email: roolOwashingtonalarm.com GATEWAY CORPORATE CENTER -BLDG 7 Tenant Improvement: Suites 103-107 12720 Gateway Drive Tukwila, Washington 98168 SCALE IS aA =1' DATE: November Kith, 2009 DRAWN BY: M. McILWAIN 1108 110 HOSE STATION 110CD To exisitng power supply 9 NEW OFFICE Y NEW OFFICE. COPIER BREAK 15/7 D 110CD NEW OFFICE ,t4 /t 1-; re•so-- NEW OFFICE N uth -PCrSOI. 0fc; (.e NEW OFFICE SCore0 rev; ev) ACCEPTED CI Without Comments a As Noted In Red CI Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureauia�e is� current city standards. A , subject omissions which do not authorize violations of adopted standards and ordinances. totally ���� � adequacy of design Additions, deletions or revisions to these drawings after this date will void this acceptance and will requiret;a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection -by The Tukwila Fire Prevention Bureau. Date: //Jl' -09 By:5/ WKWILA FIRE DERARTAMOI Please cell: 575-4502 and give this job No.SD — F -1 and exact address for s?aU down or restoration aoi wo�'�',' NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re$nspection Fee and termination of the testing. MIK WASHINGTONALARM WASHINGTON ALARM INC. 1253 S. JACKSON STREET SEATTLE, WA 98144 PH: 206-328-3288 FAX: 206-322-7214 CONTACT: Ryon Aol email: raol®woshingtonalorm.com J GATEWAY CORPORATE CENTER -BLDG 7 Tenant Improvement: Suites 103-107 12720 Gateway Drive Tukwila, Washington 98168 108 AS BUILT SCALE IS CC R 0 0 N 15/75CD 110CD E -IC FFICE C 110CD FFIC DATE November 10th, 2009 REVISED: December 7th, 2009 DRAWN BY: M. McILWAIN HOSE STATION To exisitng power sup CCPI_R BREA R] M 15/7 N E W _FEICE F rICE 4 • INSTALL NEW CIELING GRID, LIGHTS AND TILES EXTENDING EXISTING GRIDS J 10 9 (1--111111111= NEW 1 HOUR GYP BD CEILING TO MATCH EXISTING f �a x 111, 0 0 0 DP. REFLECTED CEILING PLAN: NEW SCALE: = 1' -ID" por' 0 Clip Hangers Hanger Rings: UL Listed & FM Approved ▪ Hanger Rods / Fasteners: Comply with NFPA 13 ❑ All Thread Rods 0 Machine Thread Rods Finishes: ❑ Standard Components 0 All Galvanized CQmponents Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart o 7 — Add Reliable Model G Standard Response 165° Pendents 1/2 x' o 12 — Relocate Reliable Model G Standard Response 165° Pendents 1/2 x 1/2 Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that. has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread f�r the rod and holes for 2 wood screws. To prevent possiblilloosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). Alt thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. No: 5 Hangers may also be' used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners areto be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not Tess than those of No. 18 x 1%" wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. • WithOut CoMnients • As E Fit- d' gr Per The Attached Letter These plans have ben reviewed by 'T'he Tukwila Fire "revention Bureau for conformr.inu with current City. standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted andards and ordinances. i,e r ;s ms-7..!fity for the adequacy of design rests tot;,. the designer. Additions, deletions or i c vis ors rrr se drawings after this date will void tnVS ?;oo viol require. a resubmittal of revised drawings fey suosequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: al -17" 12 By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. lay s -ply and exact address for shut- down or restoration approval: CROWN FIRE. PROTECTION INCORPORATED. P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 PDS Tech, Inc Gateway Corporate Center, Bldg. 7 12720 Gateway Drive, Suite 101 Tukwila, WA SE TIM DATE: Cj .10,1z DRAWN:.Le5 SCALE: PAID 242012 /VILA FIRE (A) B D) AREA OF WORK AREA OF WORK 1 it ALL EXISTING FIRE ALARM DEVICES ARE WHEEL -LOCK BRAND. RELOCATED OPEN OFFICE '7s RELOCATED OFFICE CONFERENCE OPEN OFFICE 11 RELOCATED i i1 7 Sr RELOCATED AREA OF WORK SERVER 30 HS EXISTING STOR. ELEC. RECEPTION MEN AREA OF WORK D.F. MEN i • ' w Hw i J � CL ww > w -J LU !,0 EXISTINGI i SHOWER SHOWER COPY RM DOF BOOKKPR FAA BOOKSTO E l I I COMPUTER LAB FAA fl COMPUTER LAB EP FIRE ALARM PLAN - FLOOR 1 SCALE: 1/8" = 1'-0" (75,) I OFFICE 10X12 OFFICE 10X12 OFFICE\ 10X12 OFFICE 10X12 )_i --17.1 r AC‘ ii 1i OFFICE 10X12 of 1 19 ❑ Without Comments As Noted in Red ❑ Per The Attached Letter Theseplans have been reviewed by The Tukwila Fire Phavention Bureau for co nforr ; r' ce with currerit City randards. Accepta n . i` + b i.� Iib t�rlors> and .. omissions which co not &umriz_E yioiations of adopted standards and ordinances, "rite r soonsibliity ff r the adequacy of design r - EL ,sly with the JF. slgner. Additions, deletions (Jrrev,..,,.i,•is to these drawl. after this date will void this acceptance 3orj wi i ; re a resubmittal of revised drawn .5 suo equ n ;approval. Final acceptance is soteect to ilr k test and inspection by The Tukwila Fire Prevention Bureau. Date:10 5 5,,: s) /ILL_ TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, PAID OCT 25 2012 TUKWILA FIRE E a7 O LL - 1=r4 1 O `� WIRING LEGEND w z U N F W V U U.1 re w a CIRCUIT TYPE NOTIFICATION U REVISIONS 6 0 z APPROVAL: TUKWILA FIRE CONT. NO.: KA0329 DRAWN BY: CHASE CLEMENTS DEVICES ON SHEET: DEVICES ON JOB: DATE: OCTOBER 25, 2012 ESTERN STATES FIRE PROT s rr.-r�• rr^�a W,i-heut Con-ini nts As Noted in Red Per. The Ab:e; ched Letter. These plans have been reviewed by The Tukwila Fire Prevention Bureau for confor rna!`.ce with current City standards. Acceptanc .11 1jt ;"1 to errors and omissions which e io . tcn : ui rtor _e violations of adopted standards TIC ... TnoA responsihlitty for the ,., , .. P Arty the ,yn..7 •A a {e(,t€�. ;.E �r' } is{ �t� .t i 5 i _lt. 1\j 1i( i,iti 41�..:1��i(,r, cviF..io ir; io these drawings after ._;,,"n i:t'.?'lce ::ii ld tzriii require a resi?bma.7ai of ii vi eO t,lr[i,virI';J:i tcv subsequent approval. Final rtr:ce°)grrice is sublect to fled test and Inspection by TAIe 'Tukwila Fire Pvevef rci Pin Bureau. Date: 3-5-- / 3 r Ehfurs 5'w0Y-C otki-c%'vt 5/1174%4 P5. 'hs --t. bnr4ke,. ti¢rll� elctr., oh ated;cresiuj ,rtgk60 TUKWILA FIRE D'•P T " NT Please A ��<... v �.�;,a� glee this .._LILL (DLLs: and c7Noct 'cur down or te:.toration apprOV61. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencer nent.of Acceptance Testing ofany Fre Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of 'tire testing. n. U w� =0 5U z Z ¢ Q ww Q 0 Uw z� zo Qd 0) U '7 aw z00 O° U- EL- c LC/13 oo 111 < z 0= -J z 0 0) az O w< (n J � Z w zU HI— RELEASE ON ALARM SMOKE DETECTOR X X X X HEAT DETECTOR x x x X MANUAL PULL STATION X X' X X GATEWAY - BLDG 7 12720 GATEWAY DRIVE SOUTH - TUKWILA, WA 98168 FIRE ALARM SYSTEM ONE -LINE RISER DIAGRAM FACP EXIST. AC-- 120 VAC EM CIRCUIT b -TO PHONE LINE #1 -TO PHONE LINE #2 FCPS c 24FS8 H*— HHS—(HS> (HS) (S) (S) (HS) Q (HHS) (1-1S) (HS) DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES' ADDRESS. 1. NUMBERS NEXT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE. 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE (N.E.C.), NFPA 72-2010, LOCAL CODES, AND/OR THE AUTHORITY HAVING 5. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS PER NFPA 72-2010, SECTION 2-3.5.1. 6. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, AND/OR CABLE TRAY, TYPE, QUANTITYAND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLYAND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 7. WSFP SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 8. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 9. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72-2010, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED r0 FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION FO FIRE ALARM TECHNICIAN. 10. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED ATA HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 11. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 12. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON TFE RECORD DRAWING SET. 13. PER NFPA 72-2010, SECTION 5-3.6.1.3, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITIi HAVING JURISDICTION. 14. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND !UNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 15. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON ACIRCUITANDTHEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PILL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 16. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENTTRIM. 17. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND (UNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 18. DETECTORS MUST BE RATED FOR THE TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. FIRE ALARM DEVICE LEGEND SYMBOL QTY DESCRIPTION MODEL NUMBER! MANUFACTURER BACKBOX MOUNTING HEIGHT -' FIRE ALARM CONTROL PANEL EXISTING EXISTING EXISTING EXISTING IFACP 1 FIRE CONTROL POWER SUPPLY 24F58 FIRELITE MOUNT ON WALL VERIFY IN FIELD FCPS ®"CD 1 STROBE ONLY- CEILING MOUNT PCR SYSTEM SENSOR 4S DEEP BOX CEILING ( ) ~co 10 HORN STROBE - CEILING MOUNT PC2R SYSTEM SENSOR 4S DEEP BOX CEILING 0 SCOPE OF WORK EXTEND THE EXISTING FIRE ALARM SYSTEM THROUGHOUT SUITE 209 BY INSTALLING A NEW POWER SUPPLY IN THE EXISTING FACP ROOM. DRAWING INDEX FIRE ALARM FA -01 COVER SHEET WITH NOTES FA -02 FIRE ALARM PLAN - SECOND FLOOR LU CC IL H p&=1 C7 LL �C p N NrA U- �1N WIRING LEGEND w 0 0 U U w CIRCUIT TYPE J 0 REVISIONS DESCRIPTION z APPROVAL: TUKWILA FIRE CONT. NO.: KA0430 DRAWN BY: KEN OLSEN DEVICES ON SHEET: DEVICES ON JOB: DATE: FEBRUARY 19, 2013 N [V fitz:4: p414 z 0 F c U COO Imi O J -a 0o et 'Crsi) L:), W 44 z J) clie 0 C WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED Phone: 425-881-0100 Fax: 425-881-3030 c , (8) CONFERENCE (9\) 1— U 75CD EOL 4.7K S� SHADED AREAS ARE OUTSIDE THE SCOPE OF WORK Io 1..10,74. • OFFICE BREAK CKT 1-1 jj 15CD OFFICE CD—CKT 1-1 OFFICE r,r;•,". . it 1 /SHADED ARE OUTSIDE THE SCOPE OF WORK I 1 IVII RECEPTION OFFICE O CKT 1-1 1-1 OFFICE OFFICE Lf— OPEN J OPEN OFFICE HS( 15CD OFFICE OFFICE OFFICE OFFICE ( 9 ) C\) {E) NOTH FIRE ALARM PLAN - SECOND FLOOR SCALE: 1/8" = 1'-0" WIRING LEGEND Lu 0 0 z 0 U FW - Y a 0 cew 0 J 0- CIRCUIT TYPE SIGNALING 0 U REVISIONS w APPROVAL: TUKWILA FIRE CONT. NO.: KA0430 DRAWN BY: KEN OLSEN DEVICES ON SHEET: DEVICES ON JOB: DATE: FEBRUARY 19, 2013 Z u) 00 > so) m <o CD C\1 Q _ W w ; 0) 00 0 ~ N 70..7 (2.7 2e7 • 1.01neW. STUDENT. LOUNGE . , • „.; (-1 • i Ls. Ireenez.r====================== v.tf, . ,...!!! • S URER tbMP:OftR AI AB. . . • ; t ! r • : r ithout Comments s Noted In Red r The Attached Letter These plan 1' ave been reviewed by The Tukwila Fire Preventibri Bt. reau for conformance with current city standards. !Acceptance is subject to errors and • omissions ih ch do not authorize violations of adopted standards •L nci ordinances. The responsibility for the adequacy f design rests totally with the designer. Additions, c el tions or revisions to these drawings. after ; this date wi I oid this,acceptance and will require -a resubmittal of revised drawings for subsequent approval. Final accepta ice is subject to field test and inspection by r. The Tukwila Eire Prevention Bureau. Date: / z/e2c5 By: REGISTRAR STGRAg.:* 1 a 1 Faz DIRECTbR ;• NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testil,,,f any Fir a Alarm and Detection Systeult, Failu--e of test will result in $40 Re - Inspection Fee and termination of thi., testing. E4n gEr:1 ..".• 9141fr- FUKWILA FIRE DEPARTIVIE14.1 Please call: 575-4407 and give this job No....C22:r- —2. 11 and exact address for shut- down or restoration approval. AJJ — itir-PA 72 p--Gtf's 110 r 4p (34 C011p-iir 0-r-1 FIRST FLOOR PLAN — SE -A -T -TLE WASHINGT( 1.61,1Mq DATE 09.13.03 1:•!;- Y•e, COWS 1 0 4 0 IT RPAIRM F i-77"-- 1 Washington Alarm Inc. 1253 S. Jackson Street Seattle, WA 88144 Contact: Shannon woodman (206) 328-3288 Gateway Corp. Center Bldg 7 'ITT School' 12720 Gateway Drive Suite207 Tukwila, WA 98168 I On \===ZWO LW/11=1Z1 11 / I mmoor m/emmomm ELAILALABLIMENR Fire Alarm Control Panel Firelklarm Transmitter Digital Key Pad/Zone Annunciator Exterior Bell/Stiobe Horn Horn/Strobe Mini -Horn Bell Interior Strobe Smoke Detector Above Ceiling Smoke Detector Rate of Rise Heat Detector - 135 Rate of Rise Heat Detector - 200 Fixed Temperature Heat Detector 200 Fixed Temperature Heat Detector 135 Manual Pull Station Waterflov Switch Tamper Switch - PIV, Air Pressure Supervisory ) JUNC I IUN ISUX SECOND FLOOR PLAN SEATTLE WASHINGTON 1PD..A. LLD DATE 09.13.03 NOV 2 4 2003 d="zZ77, /dz.- GENERAL LEGEND --o -4 0 O BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 164 4 F E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "Fir FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "Fxr) ALL -THREAD ROD • PHYSICIANS & DENTISTS CREDIT BUREAU /27`zo C �Y BUILDING 7 SUITE 206 TUKWILA, WA 98168 SCALE: 1/8" = 1'-0" Hill 0 4' 8' 16' 24' I UKWILA FIRE DEPART Please call: 575- Z aid give this job to. !0-8-01`-I and exact address for shuts iown or restoration approval. SCOPE OF WORK: ADD / RELOCATED SPRINKLERS PER NF.PA. #13 STANDARDS ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED Poo ADDED 1/2" SPRINKLER c(<>, 8 TOTAL 0 RELOCATED 1/2" SPRINKLER �s\c, 2 TOTAL REMOVE SPRINKLER AND PLUG OUTLET 5 TOTAL NOTICE Weld stamps must be inspectedbefore pipe is hung. Do not paint piping prior to hydrostatic test approval. CET.D Without Comments As Noted in Red Per The Attached Letter Mese plans have been reviewed by The Tukwila Fire Drevention Bureau for conformance witt 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. Date: / 5-- ! 0�By: 4 NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR Gateway Corp. Center ,4 i S. Tukwila, WA 98168 DATE: 01/2010 DRAWN: G.B. SCALE: AS NOTED 1 OF 1 GENERAL LEGEND -rte -D -4 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC FACE OF CONCRETE AFF ABOVE FINISHED FLOOR CH CEILING HEIGHT R.C. REDUCING COUPLING S' OUTLET COUPLING 4 WELDED OUTLET k "FIT" FITTING E/C END TO CENTER C/C CENTER TO CENTER C/E CENTER TO END GG GROOVE/GROOVE TG THREAD/GROOVE (ALSO "GT") TxF THREAD/"FlT" (ALSO "FxT") ATR ALL—THREAD ROD Irr■ rrr_�__ irr� err r 11111111111111111111011mi 11111111111111111111111111111M Mrr*.r MIS 11111Mili 1111111 11111$11111119=11111111111111 ■I iI rrrrr Y�rrrr� 114rrrr I►rrr/. rrrrr !RIK ' irrr R inumume ■�rr� r. ,�Mr: 11111111111111, PHYSICIANS 8c DENTISTS CREDIT BUREAU (2-7z6 a>(6` -`r -T-1' BUILDING 7 SUITE 206 TUKWILA, WA 98168 SCALE: 1/8" = 1'-0" 0 4' 8' 16' 24' SCOPE OF WORK: ADD / RELOCATED SPRINKLERS PER NF.PA. #13 STANDARDS ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 0 PCO ADDED 1/2" SPRINKLER ���, 8 TOTAL RELOCATED 1/2" SPRINKLER JG 2 TOTAL REMOVE SPRINKLER AND PLUG OUTLET 5 TOTAL NORTHWEST FIRE SYSTEMS 3315 South 116th St - Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR Gateway Corp. Center Tukwila, WA 98168 DATE: 01/2010 DRAWN: G.B. SCALE: AS NOTED 1 OF 1 1' NIPPLE VARIES 1' ELL 1x2-3 DROP 1'x#'RC RECESSED PENDENT SPRINKLER HEAD TYPICAL GOOSE NECK DETAIL SCALE: NTS EXIST. HEAD TO REMAIN ' BRANCH LINE _-. 1x0-3 NIPPLE 1' ELL ®SUSPENDED CEILNG A TYPICAL ARMOVER TO NEW SPRINKLER HEAD N.T.S. HANGER S TOP CHORD OF TRUSS SAMMY SUPER SCREW STEEL SIDEWINDER #SWDR 3/8" A.T.R. PIPE RING (NOT TO SCALE) (4" MAX. PIPE SIZE) PIPING PLAN SCOPE: 1. FSI TO ADD (7) NEW HEADS & RELOCATE (2) IN THE NEW OFFICE SPACE GENERAL NOTES ■ ■ 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. NOT USED 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL ENG. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40 & DYNAFLOW. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON AND GROOVED FITTINGS. 3. ARMOVERS LONGER THAN 1'-O" SHALL HAVE A HANGER. 4. HEADS IN SUSPENDED CEILINGS ARE NOT NECESSARILY AT CENTERLINE OF TILE 5. 0 DENOTES EXISTING HEADS 6. o DENOTES NEW HEADS TUKWILA FIRE DEPARif Please call: 575144Pa and give this job No. U% -S --oil. a++d exact address for shut• Juwn or restoration approval. ❑ CCEPTED 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 atter this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: 07l">7 By: il✓ 67-5 yr YY"a fl II— •1 KEY PLAN NTS REVISION DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND A ALARM VALVE RISER DRY PIPE RISER FLOW SWT1CH RISER DELUGE/P.A. RISER o PIPE "RISE" c PIPE "DROP" PIPE HANGER (SEE CHART) SEISMIC BRACING —H-- FLEXIBLE GROOVED COUPUNG II RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL ' IA 6x21-0 9-0 WELDED PIPE TAG PIPE LENGTH BRANCHUNE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK ®'-o" CEILING ELEVATION 9�_0" ELEVATION DATUM A.F.F. ®THIS SYSTEM IS THIS SYSTEM IS NOT HYD RAUIJCALLY DESIGNED ❑ HYDRAULICALLY DESIGNED 11 ROD SPRINKLER TYPE MFG. MODEL SYMBOL ORIFICE FINISH CANOPY TEMP. K—FAC. QTY. FLOW TEST STATIC RESIDUAL GPM FLOWING DATE & TIME COAQ.- SCREW ROD MACHINE TI'. E sE TYCO TY -FRB SSP TYco EC -11 1/2" CHROME CHROME 155 5.6 7 r MP NUT TYCO TY -FR SSP EXISTING TYCO TY -FRB 0 1/2" CHROME CHROME 155 5.6 2 Ti)?;HAS, :_AMP c'TP Al. ROD SYSTEM DESIGN FLUSH RHEL.1._ S SAMMY SUPER SCREW (SWG20) REMOTE AREA DENSITY MAX. AREA/HEAD K -FACTOR SAMMY <i14)., ..I, .,,,�... r (GS.,_, C ) 130L1 Ui'`i€STRI I POST `:`: iOR CLIP I�, TOTAL THIS SHEET 9 Fire Sprinklers • WA CL# FIRESI*988RJ 1014 North St, Suite #200 Sumner, WA 98390 (253) 826-0099 EMAIL: MIKEM-FSI@COMCAST.NET PROJECT: ITT Spec Office Suite #204 GATEWAY CORP. CENTER BLDG #7 12720 GATEWAY DRIVE TUKWILA, WA. 98168 CONTRACT WITH: Davis Schueller PAID APR 16 2007 Tukwila Fire DESIGNER: MIKE DATE: 4/5/07 SCALE: 1/4"=1'-0" HAZARD: LH AHJCITY OF TUKWILA JOB # 1747 SHEET # FP -1 #29734 - DENOTES CEILING HEIGHT. ff ft EXIST a NG LIN S 1 EXISTING LINES K fvf U 1 leaf EXI 11ING LINES DEFLECTED CEI LI \ G L A \ ❑ Without Comments g As i\btal Red pi Per ..I.f ;e Attached iLd L ;tater }e plans have i:'f:l'ri reviewed by The Tukwila Fire +-evr.tfftion Bureau for conformance van current City 7;:dards. errors and ';IiI :;SiOnS which do n{}1 authorize violations of adopted --•ridards and ordinances, file Fe Dor1,?bliit:y for the :'Uac/ of design F; S :_ totaily with to, designer. _}inions, deletions of- i e+.'_.ons 'tat? i. iese dratnlings after • s tJ tae will void this .. -:.f.r4Z:aN:: ; ; d W,tiil require a submittai of revised drawings fdy sub equent approval. • final acceptance is subject to flei i test and inspection by rhe Tukwila Fire Prevention Bureau. ')ate: /-2.1--1' By: 4141 S I 1 Lr TiKvf LA FIRE DE-:PAR-ThiErT1 Please cal 206-575-4/407 and give -S -cel GENERAL NOTES I . DESIGN AND INSTALLATION SHALL CONFORM TO NEPA PAMPHLET 13 AND CITY OF TUKWILA REQUIREMENTS. 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. PIPE: ALL PIPE 1 1/4" AND SMALLER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 1 1/2" AND LARGER TO BE SCHEDULE 10 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 15 BY OTHERS. 6. ALL ELECTRICAL WIRING AND CONDIUT TO BE PROVIDED AND INSTALLED BY OTHERS. 7. NOT USED 8. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT 15 SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE ALARM TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 9. 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. 10. NOT USED I I . ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 12. DOTTED LINES DENOTE EXISTING PIPE. 13. SYMBOLS/ABREVIATIONS: [X' -X']. DENOTES CENTER LINE OF SPRINKLER PIPE AFF. x' -x' AFF - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. BDK - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. of - FLEXIBLE GROOVED COUPLING. MT - MECHANICAL TEE FD - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. }- THREAD END PLUG (Al)- HYDRAULIC REFERENCE NODE. EXISTING PIPE NEW PIPE 0 =EXISTING HEADS ® =RELOCATED HEADS SITE PLA\ NTS U \'aC LLC. CAS fi;efe CQ�< :70 Gert Vcff0r rihrou9h Dece IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide hent 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 is loaned upon express conditions that the same be returned to Cascade Alarm upon request; all 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 RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. TY—FRB 1/2" SSP 155 CHROME SEMI RECESSED CH 6 NO. @U DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN ELTA TOTAL THIS SHEET 6 0 ❑ SYSTEM TYPE WET ® APPROVALS OUT OUT OUT OUT 0 IN IN IN IN Cascade Alarm FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 CUT PIPE 8/8/12 TRACT NAME: SD 12720 Tukwila, CONTRACT WITH: teway Dr. Suite #204 DESCRIPTION: REFLEC CEILI PLAN SCALE: 1 /4"=1'-0" DRAWN BY: REID CHECKED BY: SYSTE SIGN DATA DATE: 1 /14/13 HAZARD CLAccInneTlnN• CLASS IV SYSTEM AREA: HYDRAULIC DENSITY: OFSI(N DATA. GPM/SO. F SO. FT./HD. AREA OF APPUCATIO , 000 SO. FT. HOSE AI I nwA 7qn GPM TOTAL SYSTEM RFOIIIRFMFNTS• .°" R4•9 GPM. AT: 69.1 PSI. AT :' WATER -'LY INFORMATION: STATIC PRESSURE 120 PSI. DRAWING NO. FP 1 RESID PRESSURE : 20 PSI. WITH : 8287 G•'r •WING T EN AT BY DATE PAID I �I 1.5 .21113 5J 6 UK'BILA FIRE 273 b,tr FI EXIST. BRANCH LINE REMOVE EXISTING 1x1/2 BUSHING AND HEAD 1" ARMOVER SEE PLAN FOR LENGTH 1" ARMOVER SEE PLAN FOR LENGTH r USE 1" ELL WHEN ONLY ONE HEAD IS ADDED TO OUTLET CEILING ARMOVER DETAIL SCALE NONE —EIG. 78 STEEL CEILING PLATE FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER SAMMY - XP20 SCALE NONE L 1 1 1 1 1 1 1 1 -1-7-1- -- — -4I- _.._�.._._ _ _`i -'_M _. ._ ... _..=,...r.-2._=... 1 r •_.1.4...x_1.41,,,_i Iii L - -�S = =_ 0 . 1 "....i_______=4:7=1_.._ir •`cP — _J _�_L. _ 1 t r- 4 ! 1 1 -( Y" —_ ; -OF COfE,l ---1----G W -AK 1EI 4 ri E —._-- --F,7.= —1 j .- ..__._.__. __. _ ! _ —} --.--__.E) SSP __-;_ !i I (E ! I 1, I -- •-__.--._._._.._. _ _._ __v.__ , { TO REMAIN/ ' ! TO REMAIN ! _--TO_12EMA1N:1`>_ ___ _ Y,._ -_._,A_:. — -- AG, .-. __- _.. Q 4 R 5 i ! } ! •-0 I oFFI E I`NEW `�4 x 1 M.T...— ! I I 4 ! _ __. _ NEW a4 I< __._.__._.__... i 4 ] M T i I i 1 A : 'j) _._ _.__! 1 A s {i • I / I \OREMAIN INRI __ --TOR - � _.___ .____. .__ __w �._.— _ 0'EN OFFICE r0 i A LUNC ?----____._,_ _ __._ �._. t� ALO=M _ _ ._ I I �' i 1 ' ;, -- _ : :=;/-- I I j._0 NEW i4 x 1 M.T. _. _._...___..____..__ _..--_ ._—..--_ I `1 _ } : ! i � ` I NEW 4 x 1 M T } I 1 i C 4 w 4.____ _ ��- EW j _44_7 _ _ — NEW .1 4_x._1._ M. ti OFF CE !4 , 1 / 1' ` ( i i i I r } 1 i � —� I I i o — ! I t ' --' i= NEW ii4 x 1 M.T. vi __ s V (Ei SSP ';::: _ _:__ 1 1 s (E) SSP (E) SSP 4 TO REMAIN (E) SSP , =' } — ! > * _ -A - = -.:� — I —_..__i..Tt� REMAI —_____Lk. _____A._1(0._..1,-- `-.. TO REMAI R —0 _=. � } a TO REINA ! I i } I / I FIRE SPRINKLER T.I. PLAN SCALE: 1/8' =1'-0" SYMBOL LEGEND R A - EXISTING FIRE SPRINKLER - FIRE SPRINKLER TO BE RELOCATED. - FIRE SPRINKLER TO BE ADDED. NEW FIRE SPRINKLER PIPE (SOLID LINE). - — — - - EXISTING FIRE SPRINKLER PIPE (DASHED LINE). NTS SCOPE: 1. INSTALL FIRE SPRINKLERS FOR TENANT IMPROVEMENT WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 200 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION, 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM, 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 10. EXISTING BUILDING PROTECTED BY EXISTING OVERHEAD WET SYSTEM. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON. 3. ARMOVERS LONGER THAN .'-0" SHALL HAVE A HANGER. 4. SPRINKLERS TO BE CENTERED ON WAY IN A.C.T. AND ALIGNED WITH CEILING FIXTURES IN THE G.W.B. CIELINGS. 5. NEW T.I. TO BE DESIGNED LIGHT HAZARD. 6. AREA OF WORK IS NOT LOCATED IN REMOTE ARS 7. DESIGN CRITERIA TO BE -EIGHT HAZARD. ORD . TUKWItA FIRE DEPARTMENT Please call: 575.4402 -, and give this Job No. 07-s-Qci 7 and exact address for shuts down or restoration approval; 141 AC EPTED 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 !object to errors and omissions which do not _authorize violations of adopted standards arcs and O ci;rr.jriC; es. The responsibility for the adequacy of design rssts totally with the designer. Additions, deletions or 4r.vi cions to these drawings atter this date will void this acceptance and will require a resub ittal of revised drawings for subsequent approval. Final ac The Tun. Date: eptance is subject to field test and inspection by ila Fire, Prevention Bureau. WORK AREA 9) SCALE SITE NONE MAP 11-/S O-) By: ,s' J M v ce cc a CL w 0 w w z 0 w w 1— CONTRACTOR: DAVID SMELLER, INC DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND 0 c ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P,A, RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) SEISMIC BRACING F FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK e9' -o" CEILING ELEVATION ELEVATION DATUM A.F.F. ❑MS SYSTEM IS THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED A "U" HOOK L ROD SPRINKLER TYPE MFG. MODEL SYMBOL ORIFICE FINISH CANOPY TEMP. K—FAC. QTY. FLOW TEST STATIC RESIDUAL GPM FLOWING DATE & TIME B COACH SCREW ROD M MACHINE THREADED ROD RELOCATED PENDENT VIK M -QR OR 1/2" CHR CHR 155°F 5.6 26 C "C" CLAMP N TOGGLE NUT ADDED PENDENT VIK M -QR 1/2" CHR CHR 155°F 5.6 13 D TOP BEAM CLAMP W/ STRAP P POWDER DRIVEN STUD E EYE ROD R WEDGE ANCHOR SYSTEM DESIGN F FLUSH SHELL (HILT1 HDI -P) S SAMMY SUPER SCREW (SWG20) REMOTE AREA DENSITY MAX. AREA/HEAD K -FACTOR G CEILING FLANGE S20 SAMMY SUPER SCREW (GST20) H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT POST K SHORT CLIP W TOTAL THIS SHEET 39 Fire Sprinklers WA CL# FIRESI*988RJ 1014 North St, Suite 200 Sumner, WA 98390 (253) 826-0099 PROJECT: REEFF Office T.I. Gateway Corporate Center, #7 12720 Gateway Drive, #202 Tukwila, WA 98188 CONTRACT WITH: Davis Schueller Inc. 20700 44th Ave. W., #280 Lynnwood, Wa 98036 (425) 787-5201 'AID APR 1 Q 2007 'Tukwila Fire DESIGNER: SCOTT JERKE DATE: MARCH 5, 2007 SCALE: VARIES HAZARD: ORDINARY HAZARD AHJ CITY OF TUKWILA JOB # 1740 SHEET # FP -1 OF 1 4/73 `itE`'vtrt" r✓ Without Cor irnr:lntS ❑ As Noted in Red Per TTI Attached Letter rhese plans have been reviiewed by The Tukwila Fire t eventiort Bureau for conformance with current Clty :71ndards, Ace;; r.garlce is i,ubiect to errors z nd omissions wh!hid, dc. not authorize. violations of adopted :3i1d3rf,? %incl cs:' iirtai'iceS.The responsibility for the )dequti .y ctt { ',I !ts i'tstatotaily With the designer. ,1\dditions„.deletiorf.,:r revisions to these drawings after this k iia 't'+'i' "uu .(hi a• cel. tu91ce and will reitiuirc a • resl bmittai r vi' F u drawings r i subsequs It approval. Final acceoc=',acct: s subject to field test and inspection by The Tultwiia Fire Prevention Bureau. • 7late:377 LI 1`1:1K iVILA FRE 9 ' P t, R : r.:±:N. Please cal206-5j5-4407 and give this Fre Permit No. and exact address for shut- down or restoration approval. 1 Cf Aro 2 x e 0 2 X 2 X x 0 Er x 11 0 x I I 1 X 0 2 0 � l � •x 1'27 1r 4, A 9 X 0 X 0 1 x �l 2 0 f. REMOVE AND RELOCATE EXISTING LIG MODIFY SWITCHING AS REQUIRED FOR NEW SPACES. MAX S0% OF 20 AMP CIRCUIT sn� CEILING DE SCALE VS" =1' NOTE: LES THAN 60% OP THE FIXTURES NEW, INSTALLED WATTAGE NOT INCREASED, 4 SPACE USE NOT CHANGED 2 IT C Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart • 3 — Add Reliable Model G5-56 Standard Response 165° Pendents 1/2 x 1/2 • 2 — Relocate Reliable Model G5-56 Standard Response 165° Pendents 1/2 x 1/2 • 1 — Plug o E — Existing pendent Concrete Hangers ■ Hanger Rings / Anchors: UL Listed & FM Approved. 13 Hanger Rods:. Comply with NFPA 13 O All Thread Rods ■ Finishes: ❑ Standard Components O Machine Thread Rods O All Galvanized Components 0 B 5/8" 1"=25.4mm Components 1. Drop-in Anchor 2. Spring Clip Ceiling Plate (optional) 3. Hanger Rod 4. Adjustable Hanger Ring Application / Description No. 12 Hangers are designed to support piping under smooth or flat concrete slab construction. They utilize an anchor that is set flush in a hole predrilled in the concrete, then expanded against the sides of the hole with an internal plug. NFPA 13 terms this type of fastener an "expansion shield". In "Automatic's data, however, the manufac- turer's nomenclature is used. It is called a drop-in anchor. There are 3 components in a basic No. 12 Hanger: The drop-in anchor, a threaded rod and an adjustable hanger ring. The rod may be either all thread rod (ATR) or ma- chine thread rod (MTB). All thread rod is considered to be standard, however. As a rule, machine thread rod is pro- vided only when it is a specific requirement of the job specifications. As an option, the hanger may be furnished with a spring clip ceiling plate when a more finished appearance is needed in an area. NFPA Requirements / Limitations NFPA 13 has specific requirements and/or limitations SITE PLAN for the use of expansion shields (drop-in anchors) when they are installed in the vertical position. The standard reads: . In concrete having gravel or crushed stone aggregate, expansion. shie/ds may be used in the vertical position to support pipe 4" or less in dia- meter. . For the support of pipes 5" and larger, expansion shields if used in the vertical position shall alternate with hangers connected directly to the structural members such as trusses and girders, orto the sides of concrete beams. In the absence of convenient structural members, pipes 5" and larger may be sup- ported entirely by expansion shields in the vertical position, but spaced not more than 10 ft (3 m) apart. Expansion shields shall not be used in ceilings of gypsum or similar soft material. In cinder concrete, expansion shields shall not be used except on branch lines where they shall alternate with through bolts or hangers attached to beams. VICINITY MAP 2ND FLOOR KEY PLAN CROWN FIRE PROTECTION INCORPORATED. P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7689 One Source Talent 12720 Gateway Drive, Suite 200. Tukwila, WA DATE: 2;2_0.13 DRAWN: fj' SCALE: 'Ala FEB 222013. �"UKV\ILA FIREWoo 1. p 4 1. OFFICE OFFICE OFFICE OFFICE Ocd 1 30cd A kg AS Mk A/ AA 011 U6A OFFICE RECP. AREA T\C TEA\T AATC\ WALL NEW OPE\ CFFICE Area of Work LUNCH OFFICE EW STORAGE ittr 0 Without Comments As Noted in Red Per The Attached Letter plans have been reviewed by The Tukwila Fire �:i10 n Bureau for co'iforritcznce with current City ..irds. Acceptance uabject to errors and -ions Whit ; 1.,thorize violations of adopted ,ands and ordinances, The responsibility for the :LiFicy of de;i7; l r ;st:s totally with the designer. deiedrri r';r revisions to these drawings after :;r vviil vu d tris ..7: cceptance and will require a . subrniitai of revised drawings for subsequent approval Ina! acceptance is subject to field test and inspection by rr e Tukwila Fire Prevention Bureau. Date: -3 - NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing TUKWILA FIRE DEPARTMENT Please mai! 206-5754407 and give this Fire Permit No. and e); ;i, w5:r}.3 for shut- down or rc torLt on approval. Booster location to be determined at time of install. Most lik-ly in the fire alarm control oom on the first floor. QT QLD PART# SYMBOL DESCRIPTI❑N 1 Radionics ' FIRE ALARM CONTROL PANEL Radionics ■ FIRE ALARM ANNUNCIATOR 1 5495 SIGNAL BOOSTER BSTR RJ RJ31 PHONE CONNECTION SD505-APS/6AB ' SMOKE DETECTOR SD505-ADHR/DTS7 SMOKE/DUCT DETECTOR SD505-AHS/6AB RATE OF RISE HEAT DETECTOR BK -5603 FIXED TEMP. HEAT DETECTOR SD500-PS F PULL STATION ASPRINKLER WATERFLOW /\ SPRINKLER TAMPER ASPRINKLER SUPERVISORY SD500-AIM I D POINT ID MODULE 5 HSW „ ADA HORN -STROBE 15/30/75/110 8 STAN , ADA STROBE 15/30/75/110 HSRC „ ADA CEILING HORN STROBE STRC ADA CEILING STROBE ASWP2475WFR IN' ADA WEATHERPROOF HORN STROBE RSSWP2475WFR .4 ADA WEATHERPROOF STROBE MBG -1024R LJD FIRE ALARM BELL MIZ-24SW ■ ly MINI HRON 24V WHITE WH -126374 SM DUAL SYNC MODULE AI1504AQDH MAGNETIC DOOR HOLDER SD500-ARM RM RELAY MODULE LED Remote LED Indicator Light J J -BOX 14 1 TOTAL DEVICES PAID FEB 27 2013 TUKWILA FIRE 2 7y(S -201 l C1) a (1) ®f i ' ao rnj r�I FT_ (1) • (T') CD tr) 0) t n=i t„!) 0 0 0 F � DRAWING ISSUE DRAWING TITLE P-1 K1 SCALE: 1/4" = 1' - PAPER SIZE: 3' By 2' PLOT DATE: 02/27/13 PROJ. MGR.: Andrew Earle DRAFTER: Christopher S. L SHEET NO. \\SEDWGOI\DATA\PROJECTS FIRE TI\HARDCARD PROJECT FOLDER\304998 GATEWAY CORP\DRAWINGS\WORKING CAD FILES\FP.DWG, 9/24/2013 9:47:25 AM VII\ IT" v QP NTS <EY DLA\ NTS AREA OF WORK SUITE 149 4.0 �F \I- RRL \ T� S 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. NEW AND RELOCATED SPRINKLER HEADS ARE TO BE ON 1" DYNATHREAD OR SCHEDULE 40 ARM OVERS. 8. NEW MAINS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING WHERE HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 9. SPRINKLER HEADS HAVE BEEN ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 10. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). S^ F W R { 1. RELOCATE AND/OR ADD RECESSED PENDENT SPRINKLERS TO ACCOMMODATE TENANT IMPROVEMENTS. 2. NEW SPRINKLERS ARE TO MATCH EXISTING QUICK RESPONSE, STANDARD SPRAY SPRINKLERS RATED AT 155E & 5.6K. 3. COVERAGE ABOVE CEILING AT COMBUSTIBLE WOOD DECK TO REMAIN AND IS UNAFFECTED BY WORK PERFORMED. 4. ALL AREAS DESIGNED TO ORDINARY HAZARD OCCUPANCY U.N.O. 5. ALL AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN AS IS AND UNAFFECTED BY TENANT IMPROVEMENT. S D RI\ <LF R <F Y • 0 • ■ • 4P U • 0 PENDENT SPRINKLER UPRIGHT SPRINKLER SPECIAL APPLICATION PENDENT SPRINKLER SPECIAL APPLICATION UPRIGHT SPRINKLER PENDENT AND UPRIGHT SPRINKLER CONCEALED SPRINKLER EXTENDED COVERAGE CONCEALED SPRINKLER EXTENDED COVERAGE PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER DRY PENDENT SPRINKLER DRY EXTENDED COV. PENDENT SPRINKLER RELOCATE SPRINKLER ADD SPRINKLER PLUG OUTLET SPRINKLER PIPE CAP SPRINKLER PIPE DROP SPRINKLER PIPE RISE EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING * SEE SPRINKLER LEGEND FOR SPECIFIC SPRINKLER TYPES * SPRI\ «� R TRILS STRUCTURE — BRANCHLINEJ I 7 1" x ARMOVER (SEE PLAN) HANGER (IF REQUIRED) SUSPENDED CEILING —/ } PENDENT HEAD—1 SPRINKLER DETAIL - REC PENDENT WOOD DECK SAMMYS FOR WOOD 1/4" x 2" (GST 20) UL: TEST LOAD 850 Ib FM: TEST LOAD 1475 Ib ALL THREAD ROD 3/8' - UP TO 4' PIPE SIZE .ev TOLCO FIG. 25 SURGE RESTRAINT (WHEN APPLICABLE) SWIVEL RING PIPE TO BE BRACED HANGER - WOOD ( FOR ALL PIPE SIZES UP TO 4" ) 1 14( V'iithout Comments ❑ As Ni. -.;ted Ni.—.;tdin Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire _ Conformanceco yr[;:h current City prevention Bc:r„�,au for -tandards, Accep `rfc_= ` s: . ems" to errors and :thor ; o,, i ons of adopted ,.;ni3sians whit" do not ;_.. ., ,• and ordinance Th,L)r%sh; Z for the ,ouacy of des t ! i t es d s •j dele.t o,,_, O! r€vis.onst:' dra hfngs after this date ,. td this -ceps e„Ire a Mit ' resubmittal of revised drawing_, for surzeQ_ent approvP 'Inat acceptance is subiect to field test and Inspectiuf : ne Tukwila Fire Prevention Bureau. Date: !b — 7 __._..BJ: 6H'Y :YI1 r"'t FIREL, 4 ac? s I"' F;se C71i 206-573-4q)7 and ir.,11 'e tra r';!a `, Peri lia. No. a.,I3-S-231- ?"d exact 'zit- _ ss rer shut- down nat- dcwr or restoration approval. Ji rt n • • X • >.< X 1 X >.< x w • QUAL 1- — i ECUAL y 0 i EQUAL 5 A , ECUAL EQUAL ), • L-- • • • E EXIT 1 FIRE SPRINKLER PLAN FP -L01 -11 1/4" = 0' 1' 4' 8' SCALE: 114" = 1'-0 U.N.O. SPRINKLER LEGEND 15' SYM TYPE COLOR ESC RESPONSE TEMP K NPT MFG. MODEL# ID# QTY EXST REC SSP CHROME CHROME QR 155°F 5.6 W TYCO FRB TY3231 P ADD REC SSP CHROME CHROME QR 155°F 5.6 %" TYCO FRB TY3231 1 4P PLUGGED HEADS 0 TOTAL AFFECTED 1 If IL f .2720 instry FIRE PROTECTION SEATTLE: 5005 3RD AVE SOUTH SEATTLE, WA. 98124 (206) 762 - 3311 PORTLAND: 16790 NE MASON STREET, SUITE 100 PORTLAND, OR 97230 (503) 331 - 0234 PROJECT: ADECCO GATEWAY CORP. CTR. BLDG. 7 1 SUITE 149 12720 GATEWAY DRIVE TUKWILA, WA 98168 REGISTRATION: REVISIONS: 1 09.24.13 FP ISSUE FOR PERMIT NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: DR /JES - 206.763.4812 DRAWN BY: JES CHECKED BY: TMK JOB NUMBER: McK # 304998 DATE: 09/24/2013 SCALE: AS NOTED SHEET TITLE: ADECCO GATEWAY CORP CTR SUITE 7-40A ion-' SPRINKLER PLAN SHEET NUMBER: PAID SEP 24 2013 TUKWILA FIRE FP -L01 -T1 '-2V- A 0 5' SUITE 104 - FLOOR PLAN SCALE: 1 /4"=1'-0" GRAPHIC SCALE 10' 20' 30' GATEWAY CORPORATE CENTER ADECCO - BUILDING 7 SUITE 104 12720 GATEWAY DRIVE. TUKWILA, WA 98188 KEY LEGEND AND COMPONENT LIST 30'-1 In" DESCRIPTION QTY !0' 10' MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL EXIST. EXISTING RADIONICS WALL TOP @ 66" 1 FACP 1 FIRE SIGNAL EXPANDER EXIST. 5499 SILENT KNIGHT WALL TOP @ 66" 1 FSE 1 0 CEILING MOUNTED HORN/STROBE 2 P2WK SYSTEM SENSOR X. 'OFFICE Fx OFFIG,,t cr1 m 1 n EX. ORICE � • I C EX. OPEN OFFICE T � EX. OFFICE CUBES BY TENANT 1'-6"X5' CUBES BY TENANT 11-6"X8' TO EXISTING 2B CUBES BY TENANT SPARE NAC CKT. CUBES BY TENANT NEW COAT CLOSET WITH 11-6"XS' t 1'-60X8' 0175cd 1 i bF— ROD AND SHELF YY i COUNTER FORTESTING — — — — \ COMPUTERS 3' \• EXI1 \ SPACES I J I \ I I I I \ • I I I 1 �• 30'-5;lII f 0 5' SUITE 104 - FLOOR PLAN SCALE: 1 /4"=1'-0" GRAPHIC SCALE 10' 20' 30' GATEWAY CORPORATE CENTER ADECCO - BUILDING 7 SUITE 104 12720 GATEWAY DRIVE. TUKWILA, WA 98188 KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL EXIST. EXISTING RADIONICS WALL TOP @ 66" 1 FACP 1 FIRE SIGNAL EXPANDER EXIST. 5499 SILENT KNIGHT WALL TOP @ 66" 1 FSE 1 0 CEILING MOUNTED HORN/STROBE 2 P2WK SYSTEM SENSOR CEILING NAC -4 JB U EOL 75cd 108ma RISER DIAGRAM SCALE: NOT TO SCALE 12ath St S 124t1)St 1 �4tn st 12$113 8t Tukwila Commtalitr • Center `11T Techki al lostituk - Seattle Campus,' .•Z•73;,-, . .The Red Barn' ,15;!.. toastmasters Club CuUige Park t.1'8ih sr WYatelooton State Dept 01 tabor tlH - R iridustnea: • A r Ii url ;�%Medical Iteoponse Penske1htk.;; Henri)! - "tulip/11a' Ri rrton Park Days inr•ihoUl. South Tukwila Manut VICINTY MAP N VIC;IN I Y MAF' SCALE: NOT TO SCALE TUKWILA FIRE DEPARTNEN3T Please call.yand l- give this Fire Permit C it NO. and exact address for hut - d awn or re :toratton Lp :iwI" AC.CKT:`#.4 1 0.075 NOTIFICATION CIRCUITS OHM KFT. 3.07 ADDITIONAL SYSTEM STANDBY 24 HOUR STANDBY 1.800 TOTAL STANDBY + ALARM 1.832 S TANDBY 0.000 Ai RM 0.176 WIRE LENGTH I TOTi! 115 3 tt 0.6% 0.075 0.381 ADDITIONAL SYSTEM ALARM CURRENT 0.032 5 MIN. ALARM ADD 20% DERATING 2.198 ADDITIONAL CURRENT ADDED TO PANEL DUE TO ADDITIONAL 2 DEVICES TOTAL AMP HOUR TO BE USED 7.0 AH BATTER CALCULATIONS & VOLTAGE DROPS SCALE: NOT TO SCALE FIRE ALARM WIRE LEGEND : A - AWG # 16/2 FPLR INITIATING CIRCUIT WIRING. B - AWG # 14/2 FPLR INDICATING CIRCUIT WIRING. C - AWG # 16/4 FPLR ANNUNCIATOR CIRCUIT WIRING. OR AS INDICATED AT CIRCUIT W;`h^'ut Comments As {\-ja .. in Red n Per The ze Att ci ed Letter These plans have been reviewed by The Tukwila Fire r�'ve r:ipn Bur -;: aiu ': , conft irrnencr:: tr'r'i h current City -r'.7i1d girds. ;i C:}:l , ti iC c 15 mors and o;niSsNoins will(.-. do not utrot ;t.e.': ',.'Ic Iattions of adopted :marcs and opi.n3nc33. -Fne re t„.1; slhility for the • iii(J,>rlac Cit t .. ''; :i:_ 11`li v.gti the designer, r-.oditic:ns, icer::, r, th,:se drawings after this Oat.,, Wili require a resuttml'rai .vr1ings for subsequent approval, Final acci: < , The TuK'/ ki Date: 10 7.71 7 i:0 f icid te.st testand inspection Lt.,. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will iesult in a Re -inspection Fee and termination of the testing AREA OF WORK 1ST FLOOR KEY LEGEND SCALE: N.T.S. 'EP' -'3'©92013 TUKWILA'FIRE 71427772 ioa -- z 0 ci C 00 CONTRACTOR: 206-575-0311 0 0 co rn z O J 0 a) co oz *0 z fLW _z 1J - U 'S w� J W �r 360-478-0428 0 left 0 0 arim 4q EE 0 a ADECCO - BUILDING 7 SUITE 104 C/) 0 Z 0 1= 0 cc 0 0 Z 0 0 w (i)o w N Zo) wQ Q� (9 t �W Oc coow mcc � OC . w f.wJ c1 Z Z I— C) CD 00 HN Z Z 00 00 APPROVED BY : PC DRAWN BY: TE DATE: 09/27/13 JOB# 122096 DWG. NO.: FA -01 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. IMPORTANT NOTICE '.3ecause of increased demand our 'nspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want ar, inspection. To now Power Sop: ... Se+•nd Floor Scale is 118"=1' Scope of Work FILE COPY I( k -\VAC S^-c'L e 5 1 ^ roc _L e Op►c. = 1-jv R C. S'— - Ac r S ACCEPTED i 1 Wthout Comments r As Noted in Red fl Per The Attached Latter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for confo: iar.ce with current city `:Wr..i3rds. ptance i5 ''Jhi t t0 errors and o rl: 3c.)ns whcti do not aui (.'fizc vic)—::ar.r of adopted ..a,1,:!tpli and 0: ;n isi` .s. i,w. r :.;u t ibiii,ty for the y: .cry :#-:.? .f d t: ;j11 re.:.... tou•ii . y iii !..7.::-.., designer. ti ,' .;t',:or ; s ,.. ;_ -::c drawin s atter i.A,•:!,-..ins, ' _ ,;Y J 'W ' •v :. i Lf`A a: . pi,3ric ? ::j i1 w':it requre a resubrnirrai of rev±sed drawings for s.;ibsequent approval. 1 Final accti.ptvice i3 subject to field test and inspection b\ The Tukwila Fire Prevention Bureau. Date: /.1-5--0 By: AN"` f l t 1 1 _ acatfc...404-5 Sed Jvp-c��, fUKWILA FIRE DEPART:0A Please call: 575.4407 and give this job vo. 02 - F t.xact address for shut. Town or restoration aporovpl. SITE PLAN SCALE: N.T.S. 0 0 CCEPTE Ifithaut 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 atter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: /- 3 o -7 By: ` 2X8y I K'WILA FIRE DEPARTMENT. i iel.;se call: 575.4402 nd give this job and exact address for shut. 1 •1uwn or restoration aporovat 3/8"X21/2" WOOD SAMMY a 3/8" ALL THREAD ROD .318" ROD BUTTON t 1" RING • SPRINKLER PIPE HANGER DETAIL #1 SCALE: N.T.S ITT BUILDING JOB SITE KEY PLAN SCALE: N.T.S. ®--EXISTING 1 112X 1 1/2X 1 TEE EXISTING 1" DROP ---t• EXISTING 1X112 CUT IN NEW 1X1X1 TEE 1! NEW 1" 9\ 1 EXISTING PENDENT HEAD 1X1/2 R.C. NEW ---®S6____' 2X4 ACCOUSTICAL TILE CEILING EXISTING TIE IN DETAIL PENDENT NEW 1/2" ORIFICE SEMI -RECESSED 155 DEGREES CHROME QUICK RESPONSE SCALE: N.T.S. SCOPE OF WORK 1. Relocate 2 pendent heads and add one pendent per plan. 2. All new piping shall be supported by hangers per. N.F.P.A. 13. 3. No portion of this contractor's work is to be covered or concealed by any trade until system additions have been accepted or signed off by Tukwilla Fire Department. 4. " " Denotes existing sprinkler piping. 5. " " Denotes new sprinkler piping. 6. All electrical done by others. 7. Owner's responsibility to maintain a temperature of no less than 40 degrees inside job site. • • NEW PENDENT HEAD RELOCATE & PLUG 1 1 .41111111b.. 6'-0 ' AI ADD 1 PENDENT FILE COPY SPRINKLER PIPING PLAN SCALE: 118"=1'-0" JAN 1 7 2007 In 0-4 1 I L 1 .... i . SPRINKLER HEAD SYMBOLS SPRINKLER HEAD DESCRIPTION APPROVALS & INSPECTIO PHONE COPIES REVISION CONTRACT WITH G Alarm, 1.1.0 Box T ITT 98042 12720 GATEWAY DRIVE F;ro ProtectionDivielon s SUITE 107 TUKWILA WA, 11 1. C -HOOK 2. COACH SCREW,ROD & RING 3. CEILING PLATE, ROD & RING 4. EYE ROD, WOOD SCREW & RING 5. EYE ROD, CONC FASTNERS & RING 6. QUICK BOLT, ROD & RING 7. POWDER DRIVEN STUD, ROD & RING NUT, ROD 8. RING I s. TOGGLE..,... w.. C.O.J. r�- TYPES SYM. E - 41---- NEW 1" DROPS C.O.J. -4 1 EXISTING PENDENT HEAD 1X1/2 R.C. NEW ---®S6____' 2X4 ACCOUSTICAL TILE CEILING EXISTING TIE IN DETAIL PENDENT NEW 1/2" ORIFICE SEMI -RECESSED 155 DEGREES CHROME QUICK RESPONSE SCALE: N.T.S. SCOPE OF WORK 1. Relocate 2 pendent heads and add one pendent per plan. 2. All new piping shall be supported by hangers per. N.F.P.A. 13. 3. No portion of this contractor's work is to be covered or concealed by any trade until system additions have been accepted or signed off by Tukwilla Fire Department. 4. " " Denotes existing sprinkler piping. 5. " " Denotes new sprinkler piping. 6. All electrical done by others. 7. Owner's responsibility to maintain a temperature of no less than 40 degrees inside job site. • • NEW PENDENT HEAD RELOCATE & PLUG 1 1 .41111111b.. 6'-0 ' AI ADD 1 PENDENT FILE COPY SPRINKLER PIPING PLAN SCALE: 118"=1'-0" JAN 1 7 2007 In 0-4 1 I L 1 .... i . SPRINKLER HEAD SYMBOLS SPRINKLER HEAD DESCRIPTION APPROVALS & INSPECTIO PHONE COPIES REVISION CONTRACT WITH G Alarm, 1.1.0 Box T ITT 98042 12720 GATEWAY DRIVE F;ro ProtectionDivielon s SUITE 107 TUKWILA WA, 11 1. C -HOOK 2. COACH SCREW,ROD & RING 3. CEILING PLATE, ROD & RING 4. EYE ROD, WOOD SCREW & RING 5. EYE ROD, CONC FASTNERS & RING 6. QUICK BOLT, ROD & RING 7. POWDER DRIVEN STUD, ROD & RING NUT, ROD 8. RING I s. TOGGLE..,... w.. 9. REG BEAMC-CLAMP, ROD & RING 10. TOP BEAM C CLAMP, ROD &RING 11. TRAPEZE 12. SIDE BEAM BRACKET, ROD &RING 13. SHORT CLIP ,_._ _,. TYPES SYM. E - I F '■�"' �' I' CHROME PENDENT HEAD EXISTING PENDENT HEAD SEMI RECESSED NEW PENDENT HEAD . C} 155 3 -.-.-0..... — © �1'I E �, WATER DEPARTMENT l:l4_11111:11-Y. 11,14tlllaadillJt\1..413410 I 1 OF 1 �C gm AS NOTE C TOTAL' ©• . • 'CCM' PHONE$ FIRE SPRINKLER T.I. PLAN SCALE: 1/13' =1'-0" SYMBOL LEGEND =MT — MECHANICAL (CLAMP) TEE. OR — FIRE SPRINKLER TO BE RELOCATED. OA — PENDENT FIRE SPRINKLER TO BE ADDED. OA — UPRIGHT FIRE SPRINKLER TO BE ADDED. OPLUG FIRE SPRINKLER TO BE PLUGGED. — EXISTING FIRE SPRINKLER — NEW FIRE SPRINKLER PIPE (SOLID LINE). — EXISTING FIRE SPRINKLER PIPE (DASHED LINE). 3/8" BEAM CLAMP GRINNELL FIG.92 3/8" A.T.R. /— RETAINER STRAP GRINNELL FIG.89X iiEw • a m 1 v i ww. m a m LI ill 1 1 1 •• • • • hill! GRINNELL FIG. 146 HANGER RING GRINNELL FIG. 69 BEAM CLAMP STRUCTURAL BEAM HANGER TYPE D NTS PRE -DRILLED HOLE .w WEDGE STUD ANCHOR 3/8" X 0'-21 /4" 3/8" ROD COUPLING GRINNELL FIG. 135E HANGER RING GRINNELL FIG.69 A.T.R. GRINNELL FIG. 146 WEDGE STUD ANCHOR HANGER TYPE R NTS GATEWAY DRIVE SCOPE: 1. INSTALL FIRE SPRINKLERS FOR NEW OFFICE WALLS IN EXISTING SPRINKLERED BUILDING. GE ;ERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 1999 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 10. EXISTING BUILDING PROTECTED BY EXISITNG OVERHEAD WET SYSTEM. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON. 4. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER. (EXCESS OF 100 PSI) 5. SPRINKLERS TO BE CENTERED ONE WAY IN THE A.C.T. AND ALIGNED WITH CEILING FIXTURES IN THE G.W.B. CEILINGS. 6. DESIGN TO BE ORDINARY HAZARD PER CITY OF TUKWILA. 7. HEAD SPACING NOT TO EXCEED 130 SQ FT. INTERURBAN AVE VICINITY MAP SCALE: NONE AREA OF WORK BLDG #7 CCEr'E 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. Date: /O/5/o y By: TUKWILA FIRE DEPARTIVIEN4 Please call: 575.4407 and give this job and exact address for shut" Clft7411 Ur restoration approval Lu 0 STRUCTURAL ENGINEER: 0 Lu 1- DRAWING SYMBOLS BHYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND 0 ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) r, SEISMIC BRACING IIF FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK eT-0' CEILING ELEVATION A.F.F.ELEVATION DATUM ri THIS SYSTEM IS FA' THIS SYSTEM IS NOT I I HYDRAULICALLY DESIGNED LTJ HYDRAULICALLY DESIGNED SPRINKLER TYPE MFG. MODEL SYM. ORIFICE FINISH CANOPY TEMP. K -FAC. QTY. FLOW TEST STATIC X RESIDUAL X GPM FLOWING X DATE & TIME X SYSTEM DESIGN • RELOCATED CONCEALED PENDENT ADDED CONCEALED PENDENT TYCO TYCO TY -FRB TY -FRB OR 1/2" OA 1/2" WHITE WHITE WHITE WHITE 155°F 5.6 15 155°F 5.6 2 D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR REMOTE AREA DENSITY MAX. AREA/HEAD K—FACTOR NOTES: TOTAL THIS SHEET 17 Fire Sprinklers WA CL# FIRESI*988RJ 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: RJ HALLISSEY T.I. GATEWAY CORPORATE CENTER 12720 GATEWAY DRIVE, SUITE #110 TUKWILA, WA 98XXX CONTRACT WITH: PRECISION BUILDERS PO BOX 98609 SEATTLE, WA 98609 206 878 2948 DESIGNER: KYLE BARROW CONTRACTOR: PRECISION BUILDERS DATE: SEPT 28, 2004 SCALE: HAZARD: AHJ VARIES ORDINARY HAZARD CITY OF TUKWILA JOB # 1244 SHEET # FP-1FA SEP 3 0 2004 yrs o.I_}I{EE�t.�, 0 g Til CE _ I F 0 t> l 1,`r.E_l l,A 1 '�+J _�.� A f l� q41Fdil........- I_. F-�. I� I_ ; — --- ---- F� - r- ---- A `F RR --�—t r w� a (E; SSP �. R 1 TO REMAIN- ({ '' ) SSP Ll I C ! (E) aii TO REMAIN OFFICE 11.31 R - Fp 'wYF _ ti)• K.'2 p f1ri.gi (t � P' j PEW c R (9) 1) PL0UG �' ! TEE Cii .._ "ry i _.-__ pt -- .., fi 5r f tl TI ._SJ i7 1^ FIRE SPRINKLER T.I. PLAN SCALE: 1/13' =1'-0" SYMBOL LEGEND =MT — MECHANICAL (CLAMP) TEE. OR — FIRE SPRINKLER TO BE RELOCATED. OA — PENDENT FIRE SPRINKLER TO BE ADDED. OA — UPRIGHT FIRE SPRINKLER TO BE ADDED. OPLUG FIRE SPRINKLER TO BE PLUGGED. — EXISTING FIRE SPRINKLER — NEW FIRE SPRINKLER PIPE (SOLID LINE). — EXISTING FIRE SPRINKLER PIPE (DASHED LINE). 3/8" BEAM CLAMP GRINNELL FIG.92 3/8" A.T.R. /— RETAINER STRAP GRINNELL FIG.89X iiEw • a m 1 v i ww. m a m LI ill 1 1 1 •• • • • hill! GRINNELL FIG. 146 HANGER RING GRINNELL FIG. 69 BEAM CLAMP STRUCTURAL BEAM HANGER TYPE D NTS PRE -DRILLED HOLE .w WEDGE STUD ANCHOR 3/8" X 0'-21 /4" 3/8" ROD COUPLING GRINNELL FIG. 135E HANGER RING GRINNELL FIG.69 A.T.R. GRINNELL FIG. 146 WEDGE STUD ANCHOR HANGER TYPE R NTS GATEWAY DRIVE SCOPE: 1. INSTALL FIRE SPRINKLERS FOR NEW OFFICE WALLS IN EXISTING SPRINKLERED BUILDING. GE ;ERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, 1999 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 10. EXISTING BUILDING PROTECTED BY EXISITNG OVERHEAD WET SYSTEM. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON. 4. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER. (EXCESS OF 100 PSI) 5. SPRINKLERS TO BE CENTERED ONE WAY IN THE A.C.T. AND ALIGNED WITH CEILING FIXTURES IN THE G.W.B. CEILINGS. 6. DESIGN TO BE ORDINARY HAZARD PER CITY OF TUKWILA. 7. HEAD SPACING NOT TO EXCEED 130 SQ FT. INTERURBAN AVE VICINITY MAP SCALE: NONE AREA OF WORK BLDG #7 CCEr'E 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. Date: /O/5/o y By: TUKWILA FIRE DEPARTIVIEN4 Please call: 575.4407 and give this job and exact address for shut" Clft7411 Ur restoration approval Lu 0 STRUCTURAL ENGINEER: 0 Lu 1- DRAWING SYMBOLS BHYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND 0 ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) r, SEISMIC BRACING IIF FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK eT-0' CEILING ELEVATION A.F.F.ELEVATION DATUM ri THIS SYSTEM IS FA' THIS SYSTEM IS NOT I I HYDRAULICALLY DESIGNED LTJ HYDRAULICALLY DESIGNED SPRINKLER TYPE MFG. MODEL SYM. ORIFICE FINISH CANOPY TEMP. K -FAC. QTY. FLOW TEST STATIC X RESIDUAL X GPM FLOWING X DATE & TIME X SYSTEM DESIGN • RELOCATED CONCEALED PENDENT ADDED CONCEALED PENDENT TYCO TYCO TY -FRB TY -FRB OR 1/2" OA 1/2" WHITE WHITE WHITE WHITE 155°F 5.6 15 155°F 5.6 2 D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR REMOTE AREA DENSITY MAX. AREA/HEAD K—FACTOR NOTES: TOTAL THIS SHEET 17 Fire Sprinklers WA CL# FIRESI*988RJ 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: RJ HALLISSEY T.I. GATEWAY CORPORATE CENTER 12720 GATEWAY DRIVE, SUITE #110 TUKWILA, WA 98XXX CONTRACT WITH: PRECISION BUILDERS PO BOX 98609 SEATTLE, WA 98609 206 878 2948 DESIGNER: KYLE BARROW CONTRACTOR: PRECISION BUILDERS DATE: SEPT 28, 2004 SCALE: HAZARD: AHJ VARIES ORDINARY HAZARD CITY OF TUKWILA JOB # 1244 SHEET # FP-1FA SEP 3 0 2004 A 0 NEW OFFICE SUITE #106 0 NEW OFFICE R 0/1 2-512 NEW OFFICE A -6 FIRE SPRINKLER TI - PLAN VIEW SCALE: 1/13* =1.-0" SYMBOL LEGEND MT OR - A - PLUG - - MECHANICAL (CLAMP) TEE. FIRE SPRINKLER TO BE RELOCATED. FIRE SPRINKLER TO BE ADDED. FIRE SPRINKLER TO BE PLUGGED. EXISTING SSP NEW FIRE SPRINKLER PIPE (SOLID LINE). EXISTING FIRE SPRINKLER PIPE (DASHED LINE). PAN DECKING 3/8" CEILING FLANGE - (2) TEK SCREWS HANGER RING GRINNELL FIG.69 -****'--3/8" A.T.R, GRINNELL FIG. 148 CEILING FLANGE HANGER TYPE G NTS SCOPE: 1. INSTALL FIRE SPRINKLERS FOR NEW TENANT WALLS AND CEILINGS. GENERAL NOTES° ■ 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 10. EXISTING BUILDING PROTECTED BY EXISITNG OVERHEAD WET SYSTEM. CONSTRUCTION NOTES: 1. ALL NEW PIPING TO BE IMPORT SCHEDULE 40. 2. ALL NEW FITTINGS TO BE IMPORT DUCTILE IRON. 3. ALL SPRINKLERS TO HAVE 1" X 1/2" ADJUSTABLE DROP NIPPLES. 4. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER(EXCESS OF 100 PSI). 5. SPRINKLERS SHALL BE CENTERED ONE WAY IN THE A.C.T. AND ALIGNED WITH CEILING FIXTURES IN THE G.W.B. CEILINGS. GATEWAY DRIVE AREA OF WORK INTERURBAN AVE VICINITY MAP SCALE: NONE BLDG #7 I ACCEPTED The Prevent standards. omissions whic standards and o adequacy of design Additions, deletions o this date will void this,a resubmittal of revised dr Without Comments As Noted In Red 0 Per The Attached Letter ans have been reviewed by The Tukwila Fire Bureau for conformance with current city ceptance is subject to errors and o not authorize violations of adopted noes. The responsibility for the sts totally with the designer. °visions to these drawings after ceptance and will require a wings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /� By. corporate x`06 ° Ccrtitic�tP ° ^% 9�° Levcl rC �+ �c 111 e m r i7 le Barrow F ,ti;:: A `> rPCtion SPri'N'Ac y.6�'i rhrp O ° DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ►:;:: ALARM VALVE RISER €• DRY PIPE RISER FLOW SWTICH RISER DELUGE/RA. RISER 0 PIPE 'RISE' c PIPE 'DROP' PIPE HANGER (SEE CHART) -1, SEISMIC BRACING F n FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK ey-o' CEILING ELEVATION A F F ELEVATION DATUM LTHIS SYSTEIA IS THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAUUCALLY DESIGNED SPRINKLER TYPE MFG. MODEL SYMBOL ORIFICE. FINISH CANOPY TEMP. K -FAC. QTY. FLOW TEST STATIC XX RESIDUAL XX GPM FLOWING XX DATE Sc TIME XX mAC RELOCATED RECESSED PENDENT REL MOD G R 1/2° CHR CHR 155°F 5.6 2 ADDED RECESSED PENDENT REL MOD G OA 1/2° CHR CHR 155°F 5.6 2 D TOP BEAM CLAMP W/ STRAP SYSTEM DESIGN REMOTE AREA XX DENSITY XX MAX. AREA/HEAD xx K -FACTOR XX XXX G CEILING FLANGE SMT. PEAM • TOTAL THIS SHEET 4 Fire Sprinklers' WA CL# FIRESI*988RJ 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: GATEWAY BLDG #7 TI 12720 GATEWAY DRIVE, SUITE #106 TUKWILA, WA 98168 i TUKWILA FIRE DEPART AL Please call: 575.7, and give this job No, d D 6 2— and exact address for shut. down or restoration approvet w 0 w w c0 w CONTRACTOR: PRECISION BUILDERS CONTRACT WITH: PRECISION BUILDERS PO BOX 98609aEx. IC .111) SEATTLE, WA 98609 206 878 2948 1 n /J z37Sf DESIGNER: KYLE BARROW DATE: MARCH 30th, 2005 SCALE: VARIES HAZARD: OHI AHJ CITY OF TUKWILA JOB # 1337 SHEET # FP -1 OF 1 t I 1111h 1 Ilh1 imommom In 01111111.111 1 !ILI 1 ibil aIL ' wammirms i loi 1 1.1 III gI Jr 1111111811111 11E1 NM � 1 .immom ",=ENIRIBloramm!� ou...ruu-1 MEMO 111 1111119111 1 1 • N WINN • . . . ' . • — • ; 1 NIELIVALRIP • t 1 1 ■ 1 1 111111l11111. Ilei 111! MEIER 111110111111111111 urn•lI'mEmm11 aa k.x. ..:,�� .,. ...... _..,,.. _...,. ,s. S ......k.,t.,. K•.rox .s., . w:'. ._. .e•'_. ,�, .., .. ,f. _n u.,n Av ?[u..•s,� a� e, u.._..r., w M 1 1 Q 0 1 1 1 EJD ®� IIIIIIII■I w w f �Z lIIIIiiiiiiiiiiiiIlI . lI1- �w r 1Il 1 1 111►� 01r : o . a. I I I IIiiiiiii iii .o IIIIIIIIItuenumill IIHIIIuuiIIIIIIIlII__..• \\) ' i A mum li gliguita6.Aimp iii Inilli MI "111 .-.filiiirniE EinkiiiiiiiiiiLmini 1 1 uiIe.n iuuii.iu 1gIIIUIHIIIIIIIIII a,m,w,, u III'6aiiii..iiiiiuu.--ii'MIImomsNsIiiU!UIilI:.l��m■ill 1101 is 1 il 1 ,IIII 11111111:1111111111 FIRST FLOOR PLAN W=V -Ir 0 Design per NFPA 13 - Ordinary Hazard Occupancy - 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means First Floor 0 9 - Add Reliable Model FI 155° Brass Uprights %z x %z 5 - Add Reliable Model FI 155° Chrome Pendents %z x %z 0 7 - Relocate Reliable Model FI 155° Chrome Pendents %z x %z Second Floor 4 - Add Reliable Model FI 155° Chrome Pendents 1/2 x /2 6 - Relocate Reliable Model FI 155° Chrome Pendents %z x %z Total: 31 5' 10' NORTH 20' w 30' 0 El TOP BEAM/ C -CLAMP WITH SET SCREW It "' RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS 0 3/8' ALL THREAD RCD PIPE SWIVEL RING STEEL JOIST/TRUSS Maimmommoimmtrammme iawamti7.61 ger. ia =Nwr oa non Jnr sal libert =tape ,..,.i., =,..ELSn„v..d. • :� iauabie in 12 s 1 f• x x • ' I x x • z le:i TeeLoIe.-'i—i ic?l Br nCh Connector fTO . Y'Y_-?D 1 c Without Comments As Noted In Red Per The AtWet.,Fid L,u ::or azrfiwYeaet • t hese plans have been t + i t i �.�i ita Fire Prevention Bureau or r c curt -slit city standards. Accu t 0.•t, 5 r,,, -i. omissions which d? ;; isl r s w c opted standards and orcin anc.; r k, for the adequacy of deli .,t} «,.,:l/ Additions, deletions ori ; .l:'i; * (' drav,ii 7qa' atter this date will void tiri-_, -,rid retiiire a resubmittal of revised dru,,�•;I s to! s4,4bsi::gt.rent approval. Final .accptance is subject to field test and inspection bb he Tukwila Fire Prevention Bureau. Date: g ).9 -.08 By: TUKWILA FIRE DEPARTMEM Please call: 575-4407 and give this'job 1\10.0 8 t0 C ,ot address for shut. resturatian auoroval, FILE COPY BROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FIRST FLOOR GATEWAY CORPORATE CENTER BUILDING #7 12720 GATEWAY DRIVE TUKWILA, WA 98168 ITT TECHNICAL INSTITUTE DATE: g _2 DRAWN: a fG SCALE: VI Z PAID M125/11J Tikwila. t -ire //e5/ FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: ITT Technical Institute 12720 Gateway Dr. Suite 100 Permit No.: 08-S-436 Date: August 29, 2008 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 Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 1111 1 1 1111l_UUHhI1II1I�'IIIi 11 1111■1■1■1 1'IIIlllI1IlLI_. 1 I III 1111 ■1■IJ; 1 1111111111111 1 MINI ■1 I1 MN I AM 1111 I 1 El 1 1 1 ItL 111111111 _-�I _M JAMMU 11111111111111111011 MEM 1111111111111111 EIHIMII MEM X - x • •x X New 'lee -Loi e TTI Cal Br nc ' Connector From . WR 11111111M111111 ■rr■ ■rrrrrrrrmo■ W s SECOND FLOOR PLAN NORTH 118" =1'-0" 0 5' 10' 20' 30' Design per NFPA 13 - Ordinary Hazard Occupancy - 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means First Floor 0 9 - Add Reliable Model FI 155° Brass Uprights % x 1/2 5 - Add Reliable Model FI 155° Chrome Pendents % x 1/2 9 7 - Relocate Reliable Model FI 155° Chrome Pendents 1/2 x 1/2 Second Floor 4 - Add Reliable Model FI 155° Chrome Pendents 1/2 x 1/2 9 6 - Relocate Reliable Model FI 155 ° Chrome Pendents 1/2 x '/2 Total: 31 - Mme.,. _�;- If r,- -i..+..-rn - RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 SECOND -FLOOR GATEWAY CORPORATE CENTER BUILDING #7 12720 GATEWAY DRIVE-,_ TU K WI LA, WA 98168 ITT TECHNICAL INSTITUTE DATE: 2 DRAWN: ‘) / 4- x SCALE: %y - 1 1 2 u f �-- ■■uuIIII■ V MOIR 1 1 11111111i� ,a+'��',1111iP1211 1 l- IIIIEnlkv 11111 INI It.,_, 11 gri.. I II :�� `aI Ait sII El 1 in1 Irmo lit_.,,_....iiimi =Rum mil bail mi 1 limn matillii ..immunfri IELI.,_1_ i1 I I I I I I 1 MID OHM 11 ��G e 1 .............111•• ......•••MEN II 11L. 111110101.aI_,;'-, 11111111M 1 11 111 IIIRd 1111112111 MIME 1 11 F 1 11 MIN MI ®® v�iE Es _I_ .....=. 11111111 111111 IIMI IIMPI—illal 1,111__liilIlil I�►� 1irii i 1 1 14��1 1` !l i X11 _ ` !gyi I1 � d 1 I1 l��i10�l111 1IIII 1 ! 1 1iimmai ailing! Ili 1 1' inumapi poimplipmuppogimpipm manhiummimum FIRST FLOOR PLAN 118" =1'-0" 5' Design per NFPA 13 — Ordinary Hazard Occupancy — 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and: to be unobstructed by any means 1st Floor — • 9 — Add Reliable Model Fl Standard Response Brass Upright 155° '/2 x % o 5 — Add Reliable Model G4A Standard Response 165°'/2 x 1/2 ® 7 — Relocate Reliable Model G4A Standard Response 165° 1/2 x 1/2 2nd Floor — • 4 — Add Reliable Model G4A Standard Response 165° 1/2 x 1/2 ® 6 — Relocate Reliable Model G4A Standard Response 165° 1/2 x 1/2 Total: 31 10' NORTH 20' 30' RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL J❑IST/TRUSS .1.11 aim tweitier armee sow has ler oo.�rr.7 FAT 13a..=ow craw emit port s. mu rnnu..0. Available in 1 C Im ,• s= i• X . X ;:�I '4 X x UL New Tee -Loa-: Iei'han;c2.I Bi w' Con rectorFrom. } ARD 1r Se= 1 ?av • CROWN F?ISE PROTECTION INCORPORATED P.O. BOX 12113 MILL EEK, WASHINGTON 98082-0113 f`' P11. (425) 481-7669 ico FILE COPY FIRST FLOOR GATEWAY CORPORATE CENTER BUILDING #7 12720 GATEWAY DRIVE TUKWILA, WA 98168 ITT TECHNICAL INSTITUTE DATE: g -2 DRAWN: J J4, SCALE: 1/1 1 mom 1 1 11111111 1 11111_- 1 IMPEll I 1 IMMIII i■1 1_11 11111111 1 0 CO CO (� SECOND FLOOR PLAN NORTH .0SECOND =1'•0" 0 5' 10' 20' 30' Design per NFPA 13 — Ordinary Hazard Occupancy —130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means 1st Floor — O 9 — Add Reliable Model F1 Standard Response Brass Upright 155° 1/2 x 1/2 O 5 — Add Reliable Model G4A Standard Response 165° 1/2 x 1/z O 7 — Relocate Reliable Model G4A Standard Response 165° 1/2 x 1/2 2nd Floor — O 4 — Add Reliable Model G4A Standard Response 165° 1/2 x 1/2 O 6 — Relocate Reliable Model G4A Standard Response 165° 1/2 x 1/2 0 Ad ir= ramairV4annes s herecs117.-1 ;� m. •aha =WIN, pa+rv, tat -=periarK:tr =la rarreved. — L'[iK Avattzbie in a 5.^..�3 ►, c4:4- x RunS5. IT '. x x ' x , x x ' x . t�rtiC?1. B57-n['h Connector from WARD RD 3 Mme.,. V rr .r n, .;.....-,r . RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C—CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL J❑IST/TRUSS CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 SECOND -FLOOR GATEWAY CORPORATE CENTER BUILDING #7 12720 GATEWAY DRIVE .._ TUKWILA, WA 98168 - ITT TECHNICAL INSTITUTE DATE: $- Z DRAWN: /L SCALE: %ry ; 2ve STAFF LOUNGE NEW CJ LAB ETT LAB EXISTING 110CD o►. 110CD Ca 110CD EXISTING THEORY EXISTING 110CD 110CD 2 EXISTING NEW THEORY NEW CARRER SERVICES 711111lII IIIIIIIIIl Il111T11IIIIiiiiiiii1111111111I1111lIlIll1 1111111111111111: 110CD EXISTING 110CD Op 00 0 0 0 WOMEN NEW LIBRARY LOBBY 110CD 110CD EXISTING EXISTING EXISTING 110CD EXISTING EXISTING INTERNET CAFE 110CD INTERVIEW EXISTING EXISTING 110CD 110CD 110CD EXISTING BOOK KEEPER EXISTING 110CD BOOK STORAGE INTERVIEW NEW FAA OFFII E First Floor Scale is 1/8"=l' 110CD 110CD EXISTING REGISTRAR NEW OFFICE IIu 11111.1.111.1111.1.1111111111111.1.117. 110CD STORAGE EXISTING rEi TESTING 110CD 110CD i>cg^^ 110CD EXISTING EXISTING INTERVIEW 15/75 CD REPS CALL CENTER STORAGE 111111111.111.1111111111.1111.1117 INTERVIEW NEW OFFICE 15/75 CD INTERVIEW 15/75 CD 15/75 CD INTERVIEW 110CD III EXISTING LOBBY EXISTING 110CD EXISTING 110CD OFFICE 15/75 CD INTERVIEW INTERVIEW 1 Without Comments As Noted in Red Per The Attached Letter !nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sut>ie;A: to errors and omissions which do not -authorize violations of adopted standards and o ,ainar c s. The r:. pon. " 1 ty for the adequacy of design rests totally with the designer. Additions, deletion: or revisions to t t se drawings after tis date will void thi-s,acceptance zimd'4f will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b} The Tukwila Fire Prevention Bureau./� [Date: 9 - -1-(e -O � By: ,�� - J7 NOTICE Completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to rnrnencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result n a Re -inspection Fee and termination of the testing. or/ Z1 PAID SEP 26 2008 Tukwila Fire �. _.._:,2t2135i WASHINGT❑N ALARM, INC, 1253 SIJACKS❑N STREET SEATTLE, WASHINGT❑N 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL W W WIWASHINGT❑NALARMIC❑M TtlKW1LA FIRE DEPARTIVIIEM Please call: 575-440Z and give this job N0.08- F- `icy and exact address for shut. Gown or restoration approvaN 00 0 n (f) 0 a) 0 0 0 0 o — -OMNITal OCE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance ATE: O atnt-an inspections RA y: V /o\ New Alarm Device Ad00 3 CHH Existing Alarm Device To new Power Sup in I st floor FAC Room EXISTING THEORY EXISTING LOBBY STUDY GROUP STUDY GROUP EXISTING EXISTING EXISTING STUDY GROUP EXISTING EXISTING <E> EXISTING EXISTING 110CD 11111111 lllll 111111111111.-T:T=A 1=T:1111111 111111111111111141111.14.11111 111 ri NEW OFFICE EXISTING THEORY 110CD New 11111111111111111111111111111111111111111111 NEW THEORY NEW OFFICE EXISTING THEORY ETT LAB EXISTING EXISTING e nd Floor Scale is 1/8"=l' ,j2ttftitttl EXISTING SERVER E TI XISTI EXISTING STORAGE NEW COMPUTER LAB XISTING • :111111 lllll 11111111111 :11111111 l llll 111111111111111111111111111111111111111111111111111 EQUIPMENT ROOM EXISTING tEXISTING INSTRUCTIONS OFFICE AREA EXISTING THEORY INTERVIEW 15/75 CD New 110CD „lefegtet- WASHINGTON ALARM, INC. 1253 &JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL WWW,WASHINGTONALARM.COM New Alarm Device Existing Alarm Device A B C D E F G # OF DEVICES DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) .212 X ITT Technical Power Supply = .636 (4.016x269)_ 1000 / 1.08 X 1.04 = 1.12 VDC STROBE .202 X 2 = .404 TOTAL CURRENT FOR THIS CIRCUIT 1.04 CONTROL PANEL AND MODULES HORN-STROBEI .212 X 1 0 .212 0 1.57 X Honeywell FF -08 1 0.04 0.04 0.15 0.15 .404 1000 TOTAL CURRENT FOR THIS CIRCUIT .616 POWER SUPPLY NUMBER 3 0 0 = 4.016 x 363 _ 1.46 X 0 = 0 STROBE Battery 12 VOLTS NP7-12 2 = 0 1000 0 .539 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES . Smoke Detector 0 0.00055 0 0.00055 0 Manual Pull Stations 0 0.00055 0 0.00055 0 Heat Detector 0 0 0 0.00055 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe 12 0.142 1.704 Horn/Strobe Combination 4 0.212 0.848 Bell 0 0.111 0 0 0 0 0 Sum Column For Standby Load (Amps) 0.040 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 0.960 (G) Sum Column For Alarm Load (Amps) 2.702 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.224 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE. HOURS PROVIDED 0.960 0.224266 1.184 1.3 1.540 24AH ops -F -KG)y VOLTAGE DROPS FOR ITT TECHNICAL INSTITUTE WASHINGTON ALARM, INC. 1253 S.JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL WWW.WASHINGTONALARM.COM I.--, 1.*. 0 a' 0 D 0 00 1 L91 (0 11 I _) > 0; . _... III z� _J - E (I} w e I <..... Z( J T J0 Chi , - a- (NI,r E 0 _ Y 0 F- .r- DATE: 09-15-2008 DRAWN BY: M. McILWAIN CIRCUIT DEVICE 1CURRENT # OF DEVICES CURRENT FORMULA: OHMS PER FOOT X DISTANCE/1000 X TOTAL CURRENT =VOLTAGE DROP POWER SUPPLY NUMBER 1 HORN -STROBE .212 X 3 = .636 (4.016x269)_ 1000 / 1.08 X 1.04 = 1.12 VDC STROBE .202 X 2 = .404 TOTAL CURRENT FOR THIS CIRCUIT 1.04 POWER SUPPLY NUMBER HORN-STROBEI .212 X 1 = .212 4.016 x 391)_ ( 1.57 X .616 = .97 VDC STROBE .202 X 2 = .404 1000 TOTAL CURRENT FOR THIS CIRCUIT .616 POWER SUPPLY NUMBER 3 HORN -STROBE X = 4.016 x 363 _ 1.46 X .539 = .79 VDC STROBE .077 X 7 = .539 1000 TOTAL CURRENT FOR THIS CIRCUIT .539 Symbol Legend (NEPA standard symbols) IFACPI FIRE ALARM CONTROL PANEL POWER SUPPLY HORN/STROBE MANUAL PULL STROBE Wire Legend CESvM2DON 16 AWC. 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GENERAL NOTES; 3. ALL NORA 5 TO CONEOPxt T9 NATIONAL ELECTRIC CODE STANONSOS. 2 YSRINC NETNOO 5 TO BE OPEN 69O.ING EXCEPT WN£RE ET :5 Ex9OSED AND BELOW SEVEN LTV -TILER :T 3$ TO w 1N (-Ammo, 3. all JUNCTION FAIXES, C(Ti£R6 MO wcx 80X£5 ARE TO ELE PA)N'CO 969 PJLI 9168696) ARE TO 8E MOUNTS AT a8' TO 5S' AM'S 750 ETON S. ALL INEXXTH 90699. STRODES, .TORN STRO9S ANO 48i 90NN STROBES 6)9 TO H£ 909NLED 60 A3Cu£ NTT POOP OR 6' BELOW THE (X)UNO, tt .3C!svoa E5 LOWER, IFACP) 6 S%TON£ DETECTORS 9? AL,E. 6E INSTALLED :N ACCORDANCE WETN 9.9 9OL6 8888) A) 36" AWAY FREW W.& ATR E'ANO3.LN0 SYST9AT 09639ER 8) NOT ;N 6109E 00X M(9Pf TO ANY 88,0049669849 .0NF FIXTURES T. E8TEMOR 36x9'44/58908£ SOUL£ CE WONTED 064 THE TOP ;S CF TCT£ OUTSIDE NAI;. Or +NE 6xATOING, A5 Bow A5 POSSIBLE 909 auagAANA vOLOLo19 FRCx4 THE PRE DEPRRTNENT ACCESS AVOWAL 6 ALf. %MINI .9ENETRADNC ANY 990 RATED 66569R SHALL BE SEALED YA7H 616'£8`•63. W44OH WILL PREVENT 9455AC5£' OF' =LANE" AND NOr 069565, 9, 986:3 CU5 DNOPPE:) 0£:43891 AT 10`0". NAV WALES EXTEND TO B'6". jJ WASHINGTON ALARM, INC. 1253 S.JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL WWW.WASHINGTONALARM.COM I.--, 1.*. 0 a' 0 D 0 00 1 L91 (0 11 I _) > 0; . _... III z� _J - E (I} w e I <..... Z( J T J0 Chi , - a- (NI,r E 0 _ Y 0 F- .r- DATE: 09-15-2008 DRAWN BY: M. McILWAIN A STAFF LOUNGE NEW CJ LAB ETT LAB EXISTING 110CD 1 111 11111111111111 1 / 110CD E(11 110CD EXISTING THEORY EXISTING 110CD 110CD N7 EXISTING 110CD EXISTING NEW THEORY 110CD El<1 EXISTING NEW CARRER SERVICES '4P.K1b, I III; 711111111111111111111111117111111111111111111111111111111111111 11 111 1111111 1111 110CD WOMEN NEW LIBRARY 15/75 CD LOBBY 15/75 CD 110CD 110CD EXISTING EXISTING EXISTING 110CD EXISTING EXISTING 7.77.777.777=1 tiiiim1111 INTERNET CAFE INTERVIEW 110CD EXISTING [i 110CD 110CD EXISTING NEW FAA OFFICE 1 1 0 C 110CD EXISTING BOOK KEEPER EXISTING 110CD BOOK STORAGE INTERVIEW 110CD E EXISTING NEW OFFICE ;I 1 I 1 1 1 I 1 1 1 1 1 I 111 1 11 1 I 11 11111 III I C INTERVIEW 15/75 CD 1.11111111111111111111111111111 INTERVIEW 15/75 CD 15/75 CD INTERVIEW OFFICE REGISTRAR 110CD ›{g STORAGE EXISTING STORAGE 1 110CD IEKI EXISTING 110CD TESTING P INTERVIEW 15/75 CD EXISTING INTERVIEW 15/75 CD FHC 110CD g<1 EXISTING EXISTING FECij 110CD LAB REPS CALL CENTER LOBBY 110CD EXISTING EXISTING 110CD kor 15/75 C INTERVIEW INTERVIEW 11111111 1111111 NEW OFFICE First Floor Scale is 1/8"-1' Sc pe f Wok WASHINGTON ALARM, INC. 1253 S,JACKSONI STREET SEATTLE) WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL WWW.WASHI\GTONALARM,COM 0 0 ATE: 5-2 \/ /0\ \/ /0\ New Alarm Device Existing Alarm Device STAFF LOUNGE NEW CJ LAB ETT LAB EXISTING 110CD gi 110CD EK 110CD EXISTING THEORY EXISTING III 110CD 110CD EXISTING 110CD EXISTING NEW THEORY 110CD EXISTING NEW CARRER SERVICES TII11111111111111111111111T1111111111111111111111111I1111111111 1111111111111111', 110CD WOMEN NEW LIBRARY 15/75 CD LOBBY 110CD 110CD EXISTING EXISTING EXISTING EXISTING EXISTING 110CD INTERNET CAFE 110CD INTERVIEW EXISTING 110CD 110CD EXISTING 110CD " `— EXISTING BOOK KEEPER EXISTING 110CD BOOK STORAGE INTERVIEW NEW FAA OFFICE First Floor Scale is 1/8"=1' 110CD EXISTING REGISTRAR NEW OFFICE I I I -u 711111111111111111111111111111111 111 110CD i' STORAGE EXISTING Ea TESTING 110CD 110CD EXISTING • 110CD EXISTING INTERVIEW 15/75 CD REPS CALL CENTER STORAGE ;,401111111111111111111111111-111111111.0.11 INTERVIEW NEW OFFICE 15/75 CD INTERVIEW 15/75 CD INTERVIEW — EXISTING LOBBY INTERVIEW 15/75 CD R;1 EXISTING 110CD OFFICE EXISTING �110CD 15/75 CD INTERVIEW INTERVIEW WASHINGTON ALARM) INC. 1253 SIJACKS❑N STREET SEATTLE) WASHINGT❑N 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYA\ AAL WWWIWASHINGT❑NALARNIC❑M 00 I n n l 0 U I 0 0 5-2 Q • e U \ / /o\ V \ / /o\ New Alarm Device Existing Alarm Device Contact: Neal Rider (206) 328-3288 Gateway Corporate Center 12720 Gateway Drive Tukwila, Wa. /IRS ALARM LBQ$j@ Fire Alarm Control Panel Fire Alarm Transmitter Digital Key Pad/Zone.Annunciator Exterior Bell/Strobe Horn Horn/Strobe 000 Mini -Horn .,., - (' Bell Interior Strobe -4 Smoke Detector 410 Above Ceiling Smoke Detector Rate of Rise Heat Detector - 135 ORate of Rise Heat Detector - 200 2 135 01 4,A Fixed Temperature Heat Detector - 200 Fixed Temperature Heat Detector - 135 Manual•Pull Station Waterflow Switch Tamper Switch - PIV, OS&Y Air Pressure Supervisory' a 6 D 5C b., FtQ,r. > :� is -1� S'p.e.ct" 4161 F A ----FA f Ca) F P ; riPor 1 01 b) enTil : t d r 7-1 te.p /11p/1 �T r 1 •7� .i,r Ca� S C4) Fie)€�t 1 .�J tt re, a'rt/ s co j o liftc. ING PARTITION 540 CENTER IN Ll a ALIGN NEW GUJB W/ GtUB OF JAMB 4' x 8' W ITEBOARD CARPET 2 DEDICATED 20 AMP CUIRCUITS CARPET CLASSROOMS 214,215,216,211 AND 218 TO BE ON SEPERATE CIRCUITS CARPET — FOLDING PARTITION RACK SEE STRUCTURAL DETAIL ON SHEET A-4 C AS -. # ® CARPET -co ALIGN 4' )< 8' WHITEBOARGS TYP. (2) PER CLA35ROOM saw <I■CCC11111CCCC111111 ®C0 . E "1C1111111111CC11(-!&Ci)`.RI $C UIPM11111 :1CC111�1C�s�sCCIIC�II�i ,, :ICC■ �1��111-_■CCCC►.Cii:1� IHh!iIUI!IIIi! ■■wi�NN 20111C®Ii1 :IwCI lA`wI1tAA��lnCt�111 OFFIC CARPET CARPET ALIGN �Ili_t CARPET D� / Wall I • IMERIFIll Mit ,1 :I•GnglIP 11C11111r1 IIINIII l//a I MIME 1 llip111►710111111111i IC wiiii»ilii111l IrC►C%llIIIINi 1111111111117701111-- rICI�� Jnu I :_IsamiL� II• r 11�/ is ►7' `fNatrarAI Ardiessmi 1111111111011111101111111 0 TILE FLR PER PROJECT STANDARS. TYP. AT EA. RESTROOM FILL IN EXIST. DOOR 4 RELITE. MATCH EXIST. WALLS PATCH CORRIDOR CARPET INTO ALCOVE eimmemme EXIST RE5TRNS NO WORK 1 HR UJALL TO MATCH EXISTING EXIST. ONE HOUR CORRIDOR ►;.1 Without CC 0 As Not•d I lments Red PARTIAL 2ND FLOOR PLAN \I SCALE Vs" = I'-0' These plans have bee reviewed by The Tukwila Fire Prevention Bureau for onformanco with current city standards. Acceptancq is subject to errors and omissions which do no authorize violations of adopted standards and ordinan es. The responsibility for the adequacy of design re is totally with the designer. Additions, deletions or evisions to these drawings after this date will void this ceptance and will require a resubmittal of revised rawings i'or subsequent approval. Final acceptance is sulNect to field test and inspection by The Tukwila Fire Prevntion Bureau. Date: ? -7 00 By: 5U2 TUKWILA FIRE DEPAR FMENT Please call: 575-4407 and give this job No. 79O-- F /Z3 and exact address for shut- down or restoration' approval. F, WENATCHEE OFFICE 272 ROLLING HILLS LANE WENATCHEE, WASHINGTON 98801 (509) 664 - 5181 FAX 665-8750 cc uJ 0 ILJ oc cz QD DRAWN GAP CHECKED DATE 11-11-99 SCALE 1/8" = 1' - 0" JOB NO. 99065 (70(( A=12 pommy, MAR 2 3 2000 FILE: 9965A-2 �1 -302-Jk FIRST FLOOR NOTE DESCRIPTION SQUARE FOOTAGE 1 2 3 4 5, 6. 7. NI1TES GROSS MEASURED AREA: 33,039.00 S.F. (OUTSIDE OF WALLS) VERTICAL PENETRATIONS AREA: 251.62 S.F. (INCLUDES WALLS OF PENETRATIONS) FLOOR RENTABLE AREA: 32,787.38 S.F. (GROSS AREA LESS VERT, PENETRATIONS) FLOOR TENANT RENTABLE (WINDOW LINE AREA): 32,436.38 S.F. (DOMINATE EXTERIOR SURFACE OF TENANT AREA LESS VERT. PENETRATIONS) COMMON AREA (INCLUDES WALLS OF COMMON AREA, EXCLUDES VERT. PENETRATIONS) 3,513.65 S.F. FLOOR USEABLE AREA: 28,922.73 S.F. (FLOOR TENANT RENTABLE LESS COMMON AREA) FLOOR R/U RATIO 1.1215 (FLOOR TENANT RENTABLE BY FLOOR USEABLE) A) CALCULATIONS ARE BASED ON BOMA STANDARD METHOD OF FLOOR MEASUREMENT FOR OFFICE BUILDINGS, 1996. B) BUILDING DRAWINGS BASED ON WORKING DRAWINGS OF LPN, ARCHITECTS AND TENANT DRAWINGS OF DAVID KEHLE, ARCHITECT. 1) GROSS MEASURED AREA IS THE BUILDING SQUARE FOOTAGE AS MEASURED FROM THE OUTSIDE FACES OF CONCRETE PANEL (DOMINATE EXTERIOR SURFACE). 2) VERTICAL PENETRATIONS APPLIED TO STAIRS (EXCEPT FIRST FLOOR OF ITT SINCE THEY ARE USING THE UNDER ENCLOSED SPACES), DUCT PENETRATIONS, ELEVATOR, AND TWO STORY SPACE AT LOBBY. MEASUREMENTS INCLUDE THE WALLS OF THE PENETRATIONS. 3) FLOOR RENTABLE AREA IS CALCULATED BY SUBTRACTING THE VERTICAL PENETRATIONS AREA FROM THE GROSS MEASURED AREA OF EACH FLOOR. 4) FLOOR TENANT RENTABLE AREA IS THE FLOOR PLAN SQUARE FOOTAGE AS MEASURED FROM THE INSIDE WINDOW FACE WHICH IS THE DOMINATE FACE OF EXTERIOR OFFICE IMPROVEMENTS. THIS NUMBER WAS USED IN CALCULATING THE FLOOR R/U RATIO. 5) COMMON AREA IS THE FLOOR SQUARE FOOTAGE OF HALLWAYS, BATHROOMS, ELECTRICAL ROOMS, MACHINE ROOMS, AND SPRINKLER RISER ROOM. THIS AREA DOES NOT INCLUDE THE VERTICAL PENETRATIONS. 6) FLOOR USEABLE AREA IS THE FLOOR PLAN SQUARE FOOTAGE USING THE FLOOR TENANT RENTABLE AREA (#4) LESS THE COMMON AREAS (#5). THIS HAS THE COMMON AREA AND VERTICAL PENETRATIONS TAKEN OUT OF THE TENANT AREA USING THE WINDOW LINE AS DOMINATE TENANT SURFACE. 7) THE FLOOR RENTABLE TO USEABLE AREAS RATIO IS THE 'LOAD FACTOR' APPLIED TO THE TENANT USEABLE AREAS IN DETERMINING RENT. BMG MUSIC #108 3,106.11 S.F. PROGRESSIVE INSURANCE #110 2,780.00 S.F. Dr „F I L Re-c*c-e,Ra . y.... &;. erg t,. At - /-4 Hro re / 0 ..: ..:Cn cot) 4,) /7412 rr t ci 0 1 1—. e.4/) c' / f• J 44;f4. 9 7 I T T TECHNICAL TRAINING INSTITUTE #100 17,847.33 S.F. ,,..v. -m.. Ir:t.+n'.'� s..n1� . i�NL^.'t:Y,.arirt••+!IlyM.+4�S�1�'�L:aF�Y.. O Pet,14.11„.r ' 0 -11- MANPOWER INTERNATIONAL #103 1,610.12 S.F. DIVCO WEST #105 390.56 S.F. ENTRE COMPUTER CENTER I#107 1.872.76 S.F. To Washington Alarm Inc. 1253 S Jackson St. Seattle, Wa. 98144 Contact: Neal Rider (206) 328-3288 FIRST ELO 0 ' PLAN 0' 5' 101 15' 25' 35' SCALE 1/16" = 1'-0" DAVID KEHLE ARCHITECT #116 1,325.63 S.F. Gateway Corporate Center 12720 Gateway Drive Tukwila, Wa. SECOND FLOOR NOTE DESCRIPTION SQUARE FOOTAGE 1 GROSS MEASURED AREA: (OUTSIDE OF WALLS) 2 VERTICAL PENETRATIONS AREA: (INCLUDES WALLS OF PENETRATIONS) 3 FLOOR RENTABLE AREA: (GROSS AREA LESS VERT. PENETRATIONS) 33,468.00 S.F. 778.06 S,F, 32,689.94 S.F. 4 FLOOR TENANT RENTABLE (WINDOW LINE AREA): 32,342.52 S.F. (DOMINATE EXTERIOR SURFACE OF TENANT AREA LESS VERT. PENETRATIONS) 5. COMMON AREA 2,258.66 S.F. (INCLUDES WALLS OF COMMON AREA) EXCLUDES VERT. PENETRATIONS) 6. FLOOR USEABLE AREA: 30,083.86 S.F. (FLOOR TENANT RENTABLE LESS COMMON AREA) 7. FLOOR R/U RATIO 1.0751 (FLOOR TENANT RENTABLE BY FLOOR USEABLE) NOTES A) .CALCULATIONS ARE BASED ON BOMA STANDARD METHOD OF FLOOR MEASUREMENT__ FOR OFFICE BUILDINGS, 1996r B) BUILDING DRAWINGS BASED ON WORKING DRAWINGS OF LPN, ARCHITECTS AND TENANT DRAWINGS OF DAVID KEHLE, ARCHITECT, 1) GROSS MEASURED AREA IS THE BUILDING SQUARE FOOTAGE AS MEASURED FROM THE OUTSIDE FACES OF CONCRETE PANEL (DOMINATE EXTERIOR SURFACE), 2) VERTICAL PENETRATIONS APPLIED TO STAIRS (EXCEPT FIRST FLOOR OF ITT SINCE THEY ARE USING THE UNDER ENCLOSED SPACES), DUCT PENETRATIONS, ELEVATOR, AND TWO STORY SPACE AT LOBBY, MEASUREMENTS INCLUDE THE WALLS OF THE PENETRATIONS, 3) FLOOR RENTABLE AREA IS CALCULATED BY SUBTRACTING THE VERTICAL PENETRATIONS AREA FROM THE GROSS MEASURED AREA OF EACH FLOOR. 4) FLOOR TENANT RENTABLE AREA IS THE FLOOR PLAN SQUARE FOOTAGE AS MEASURED FROM THE INSIDE WINDOW FACE WHICH IS THE DOMINATE FACE OF EXTERIOR OFFICE IMPROVEMENTS, THIS NUMBER WAS USED IN CALCULATING THE FLOOR R/U RATIO. 5) COMMON AREA IS THE FLOOR SQUARE FOOTAGE OF HALLWAYS, BATHROOMS, ELECTRICAL ROOMS, MACHINE ROOMS, AND SPRINKLER RISER ROOM, THIS AREA DOES NOT INCLUDE THE VERTICAL PENETRATIONS. 6) FLOOR USEABLE AREA IS THE FLOOR PLAN SQUARE FOOTAGE USING THE FLOOR TENANT RENTABLE AREA (#4) LESS THE COMMON AREAS (#5). THIS HAS THE COMMON AREA AND VERTICAL PENETRATIONS TAKEN OUT OF THE TENANT AREA USING THE WINDOW LINE AS DOMINATE TENANT SURFACE, 7) THE FLOOR RENTABLE TO USEABLE AREAS RATIO IS THE 'LOAD FACTOR" APPLIED TO THE TENANT USEABLE AREAS IN DETERMINING RENT. AM ISYS #201 3,667.21 S.F. r LrcVU,UN BAKKEN STRATEGIES #202 772.92 S.F. AMERICAN STATES INSURANCE #203 2,694.30 S.F. INDUSTRIES #208, 209, 210, 211, 212 8,941.53 S.F. O 0 I T T TECHNICAL TRAINING INSTITUTE #200 11,605.9 S.F. 0 MaCB \\SPORTS GROUP #,x205 1,812.85 .S.F. 1 • Washington Alarm Inc. 1253 S Jackson St. Seattle, Wa. 98144 Contact: Neal Rider (206) 328-3288 Gateway Corporate Center 12720 Gateway Drive Tukwila, Wa. SECOND FLOOR PLAN 0' 5' 10' 15' 25' 35' SCALE 1/1(0" = _011 -33 tom• 3-4 z 1- s 0 HANGER U—HOOK HANGER 2W COACH SCREW COACH SCREW ROD _— ROD _ROD COUPLING _ ALL ThREAD ROD PIPE RING - HANGER 4C CONCRETE ANCHOR CONCRETE ANCHOR ALL THREAD ROD - PIPE RING HANGER 5W, 5C. ' 5S IDE. BRIM BRACKET SIDE BEAM BRACKETS • (CLIP) ti FASTENER _ NUT AND WASHER . = _ ALL _THREAD RCD PIPE RING HANGER 6W SHORT STRAP _I4 r FASTENER '_SHORT STRAP x HANGER 8S NUT AND MASHER _{ =HEX NUT AND WASHER - ALL _THREAD POD PIPE RING RETAINER STRAP TCP -BEAM CLAMP (INVERTED PosIT1oNI ALL THREAD ROD - PIPE RING 'GER CEILING FLANGE . _ CE 111 NG • -FLAGE - FASTENERS - ALL THREAD ROD *- P IPE PIPE RING g; HANGER 12S TRAPEZE `y NUT ALL THREAD ROD PIPE RING HANGER ;14W, 14C, 14S EYE ROD EYE ROD ROD COUPL I NG ALL THREAD RODt PIPE RING SWAY- BRACE SB -2 TOPCG-*225 }'x 4' BOLT 'QUICK END— t21 NUT C 2x2x4- SQUARE WASHER .SCHED.▪ 40 P 11' X 9`-0UON SCHED.40 PIPE" { 11' X 74-0' U0 FIG.1000 /CLOD FAST CLAMP_ TOPCO *240 _ — QU I CK FOUR WAY 43. SWAY BRACE S$il+'x 4' BOLT NUT L 2x2x+ SQUARE WASHER - TOPCO 11225 QUICK END — SCHED.40 PIPE 1111 X 9'—O' UON FIG -1000 TOLCO FAST CLAMP -- Sr- • 3 • 3. 4 1 - TE T 1 gW.LL C 'r�L- - ITT "A A .:'IAT4C\-L hzX \T ..T,., 552.27 c Y -=T E C4 v r�v� t.e•.ri -- 1— 4- i 5. AT -33 • i 1, -43 .31 r y4 GENERAL isiOTES 2) _ SCOPE OF WORK CONSIST OF ADDING ANID RELOCATING SPRINICLERS 4) ALL NEW FITTINGS TO BE CAST IRON. --- _ - ALL NEW RANGERS TO BE PER DETAILS ON THIS SHEET - PENDENT SP rICLER CO NC E-4) - EXISTTNG SPRINKLER PIPING JUNKIE _ NEW SP R PIPING .334 RELOCATE SPRINKLER , EXISTINGSPRMKIER - NEW HANGER NEW LIGHT Sr 4 • 2 - —1 .43 ACCEPTEa Without Comments El 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 Date 1 po By 5/2- 243 FILE EMI TUKWILA FIRE DEPARTMEN1 Please call 575-4407 and give this job No 00—rev-t3 and exact address for shut, down or restoration approval. r-r-mt4iVehirty,tw6.141 _ 12,-77-c) cirire_vokly IMPORTANT localities eubfeet le freezing conditions. It Is the owner's reaps/lability to provide heal throughoul wet pipe sprinkler - systems areas end in enclosures tor dry pipe deluge end labor ypos at waves ',snivelling wafer supplies to sprinkler syslem4 T Is drawing end the inierinalon end design epplicellen herein conleined Is the property st Grinnell fire Prettalen Systems Compsny. inc. end/or Ifs subsidiaries end la twined upon SIVOS* senditIons !hat the some- be returned to CEPS upon request/ ell storm -alien herein contelsod shalt be treated es sestet* and confidentiol, no reproduction a las droving wr any part h•reof shell be mode athouf wilt -lea censer./ et GFPS. Greeted b • CtIna,*11- Design_ System 411. 'All fights reserved'. Copyright b Grinnell Corporation 199a. CONTRACT RESPONS 1B L 1T1 ES ITEM STREET WATER CONNECT I N 1.INDERGROUND WATER MAINS EXCAVATIONS SPR 1 NKLERS OR FICE - SYST Li TYPE WET DELUGE___I] DRY PREACT ION - APPROVALS 1S NS F A GED AREA ON PLAN LS 1 El CUT GRINNELL FIRE PROTECTION - SYSTEMS COMPANY CONTRACT WI TH DRAWN BY: 4114 1-1L.- 1 SYSTEM DES 41C RA C Deis I TY GN DATA THESE PLANS PREPARED AT t SYSTEM AREAt 1215 CENTRAL AVENUE SOUTH SUITE 128 KENT WA 98032 7425 - - CONTR. LIC 4 *14-P137LE TEL 0 (253) 859-5068 (253) II T4-5010 FAX (253) 859 5255 P3 AT P3I. WITH WU FLOW -33.24..Z3 -tisPtsts. 3V•3342.3- -stommst 1 JAN 2 6 2110 CONTRACT NO= 1.22.1 341 7 { rx t prnr1,r1117nA �� 1 ~"'.SS h it ,4 414 sl 44 ti Y� I 4711 'it+fl �P+ 'm!�"" i 3403+ it rllmrr rr. � rrt 11 is '� 1 t r o tt dt a r r 1"11 4 Fr i 1 'f wr' f d to '� k 1.�7 4 >d+�� 04f+ ! 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"C '� `•i• J- 1 l rs"t irw l tt'Arerog'r"'w0'+et 4,040 +f Ari +7rMo r Q o''o(Wa MM b t3 43;70' 7 rA rr+r11Qr ,1 ,, 1t 4r Ir PI r'' t 1 ca 'Fr t + 0 ft4 l ; S J t1 sr A a. ft ! xR d { f )13 I ars i d r° � '7 7 4 a r >` Frr M f 1, dd f k 4 41 c Is YS r t,1 sr ,l f,, hd} ' r Y 1 1 T 4 p t f r 1 ,f ' 14 a a 4 )ra t \/ 00 0'0 1.441 rr 417 ,r,Z 511111 1747455474 r79,1*451r1M1404(14445744$1145.117,3445,44 54 37 44 3 It 1.3 it 74 444 Nr.71.° 11153A5100141'74 44,54. 74 r17 ,51 s F4110 ot .11 .,1 ) , , 4 .; I I 1, A A 7744 r34 prs. 4 443111 173 3ei4 d 4' �, .3" '4 Sr t 44 +5441 + 4,5, e - ,4 ' r i fi .r r 4' 4 ,47 rt { J r 1 i i 4 l +r lrlltl� t 34 4 M S 0151 ' 1t1 4 ' i �"f 1, i 1 !f d g r rf �x $d1 yrefk t flyrr l�°3431( fpr r 1 4 ` '$ 4 ,d t 3 i g 4 1,1 434 } (14 4r� 4�� M OCCUf'' LOAD 142 /20* 3"T 11 occur LQA©ir - 12011 35''' b2r/ 20■ 31 .hwN 1 4, 4,, a+ 1 34 1 ,r 4 105.4 ft' EXIST EXIST. /557550555 EXIST J `I EXIST. r WOMEN -4 NO WOW 141 47 5 7 ti 1 4 4 r} 0Sk Px 1i 1 R 171 1 : 4 � 1/ 1 ,1 4 1 yl t 4+ r r la fl 31 1 1'I 4 P 4 34 4 ! I ,r Is a I I 4 r< 1, 4 ! I4/ t 41 1 43 J 11 71 1'1 I3 1 44 at i 4 4534-.53.73- '14.453 534.•.+7 v J. Ny 1.41 rt. - .. ,= . . 334 adl 4 1 1 4 4 I S µ 4 1' 1; { i 'I '1`t ltd r q 41 S l r ry 1' 4 t r "1i1 744 4 '411 y rli 4 y i d 1 4' 4d 1 f t' ;1 !i 1< t 14 3! `� y i 4 i'1 4 �1 1� * J 15f� 1 4 4 1 7 4 4 fi 14 A�77 4 ird d r 1 r rt C l; 31' 1 44 1 1 1 4 1 4 40f A 441 3 41.14 13 it I '/,l1 1 4+44 , 1 • .r . .f. T . , . •, '1 .,,r v 4' M ."' — 1 I � w ',�"+,. 745 3 x 1 14 Ir r 44 a k{ " 1 5134 yr ! ; r 114 a SECOND'FLOOR PLAN'riw I Ir i }{444 4..'.�, 1.1' a ,.� .! r ' S .''k 4, 4 5q' 4' ,,, 44 M '. '\, 4, •' "..,' 1'.i a 611 r 1e r,' 4 t� d 1' r r 3 75 r f SCALE: 1/8'40 ! �i; 1 j 1 3 1 7 1sA 1 I 74 1 k 0 15 1 r+ 1 x 1' 1' r 1/ d 'r 74 t � d r< R r 1 1 1 t t 14 4 9 f ..13.;,.A -2'r f 31 4 +�r ! r ,1 d' It r 4 4 1 4 7 1 4 +1 ,Y 7 NA . , ' ..n. ++-3 I4 4 4 r '4 11, 51 1 4 f r 444- 1 1 d i 1 3) +fit 1 y I, w,5.. , ,w 4 7• e I 11 1 ! 1 1'r{ t 444 r "4 05, 1 1 t1' t 1 t 9 4114 j1+ 44 1 r a 1 /44 4,„,— . a 4„-. 5 —'r v,Y 7 A 1 I 1 -3' l4 rd 1 4 tft 45 7 44 I a1 { 44 13 91 755 4 4,5 srl IV 4 1 • 5,5555.505.5.5,45. VTIGE t OFFICE 13 115 .74 .530 lc 3 CI V 4111% rt r 14 1 (77 ,777 550 110 7 i'755 15 171`7 re 374 14'lz 415 t 15 11 117 ct 44' 57 43 44 4 loL e0 Ar 00r 4,11 14 trr 1:tv 4,77 C/1577 4:1413 14!d5t7 4 k A ee,5 55575- 11 1755 7s! 15 ler 143414t7 a se 4 42 PC 1o5 COACH SCREW HANGER ROD 1 43t, 47 I FIG, 200 ADJUSTABLE RING 'HANGER COACH SCREW ROD AND RING 4 ACCEPTED Without Comments As Noted In Red Per The Attached Letter The,,e plans have be4.n rev ewed by The Tukwila Fire 4 Prevention Bur -iu for conformance \kith current city, Addition4 ocletrons or revs Ions to the.se d awn -c" .14- r 1 this date will void th .,,acceptonce and wit( require d 1 Final acceptance is subject to field test and iin,,pection by The Tukwila Fire Prevent= Bureau Date I / 61 03 By pi -5-10 1, ove-es 01,44 -of Nir esceld gLg d30 381A and give thIs job and exact address for shut down or restoration approve,. SCOPE OF VVORK 11 ft AIID AND RELOCATE FIRE SPRINKLER HEADS AS REQUIRED BY REMODEL GENERAL NOTES 1 lo, = EXISTING CONCEALED SPRINKLER HEAD 2 • = EXISTING CONCEALED SPRINKLER HEAD TO ALL HANGERS TO BE TYPE 48 SEE DE:TAIL VERIFY LIGHTING LAYOUT BEFORE INSTALL REMAIN occdp 774 3. ks st 45, 43 Mitt 15 '44i tei 14 43 FIRST FLOOR PLAN 4 4 ie .55 3.7 14 4 10 .77 rt 715 t i441 54, 444 1 74ohno be 747 4 4 oh ill 4'? VIC I \I 11\11 MAP, 77. el 7 4f 41 Irrr (57 44 4554 HANGER -A sir ii0OK P 8 COACH SCREW ROD F FLUSH SHELL, LEGEND G CEILING FLANGE' ,42 H SIDE BEAM BRAC4T M ALL THREAD .ROD N 'TOGGLE NUT 04 P POWDER DRIVEN ,STUD R EXPANSION BOLT 4' PIPE SPIKE 3 711 t 571 FITTING LEGEND 4115 PIPE -0 -LIT 4) f PLAIN ENO FIT FITTING 353 SN GROOVED SNAP D PPLE +THREADED SHAPED NIPPLE + 4 WAY EARTHQUAKE 'MACE ,k ript sr•vcnozt To JUPITER UNE OF PIPE IN INCHES STATE CERTIFICATION 35,SPRINKLER,, LEGEND SPR DIIFIC h, AND TYPE 4- .4 tiDEWALt DRY rrpt 14 TEMP RATING " o 1434 1 55 4417 APPROVAL4 REQUIRED TUKWILA FIRE DEPT Is ito SYM MANUF ROME sr 47 SPRINKLER i TYPE THREAD SIZE )45 1 17 ts 54217, ks 315 or" HEAD Eseuics I63' 72 -3 31334hot PI 'It ITIRE it 43. DIAL 22 DUALITY CONTROL BY 0 DATE APPROVED OR 1'4' ABRICATION Y 3 DATE GENERAL NOTES ALL MATERIAL AN0 EQUIPMENT TO BE NEN AND in.i.i.stED OR TM ,44 APPROVED!, 3,„ PIPING DIMENSIONS ARE tom* YO cbcrEo ExcErt RISERS suo bo4Nsoss 41' 1 11 51710wI4 THUSLY Lrli /I) WHiC01 ARE END TO END EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE wrn41 1,4 43 44 3 NFPA PAMPHLET NO 13 APPLICABLE EDITION y PIPE HAHGERs AND METHOD 43), HANGt40 TO De 14 ACCORDANCE WITH ,s, PIPING SHALL se IN ACCORDANCE WITH NPPA PAMPHLET NO 43 APPLICABLE EDITICIt4 JOINING of PIPE AND rirrisos 'THREADED k WELDED SHALis IC IN ACCORDANCE 4 WITH NITA PAMPHLET NO 13 APPLICABLE !EDITION 07 77 OWNER TO PROVIDE ADEDUATE HEAT IN AREAS PROYECIED SY A WO PiPE SPRINKLER h) SYSTEM T? PREVENT WATER IN PIPES FRom FREEZING t i 7 r' 1 re Ail yost4+3 OF ELECTRICAL pt VICES OF REQUIRED) TO RE PRINIvEio s BY y, PAINTING Of PIPE k EDUIPMENT (It REWIRED) y5, se f.ROY11)3ED 10 FURRING OF PIPE k EQUIPMENT (If REQUIRED) TO OE PROVIDED 1- $Y OTHERS, Al sr o 3154 3; t 15 171! 5 El 41 t 14 453 .155 045 PIPE NOTES ' 1 ALL NEW THREADED P,IPING`TO BE SCH-40 REVISIONS NO DATE SY DESCRIPTION 33. 70 4 CONTRACT WITH 4 C PRECISION BUILDERS 37 41 71 43 PROJECT ,NAME 3 1 ITT TtCHNICAL4,INSTITUTt,"' 55 GATEWAY 1 -BLDG 2 4' 3' "12720 GATEWAY OR, 't SUITE 0100 3 64 3 at:1).4g21 475 -7 ks1 3 15, 55 35 14 Ye 14 2707 70fh AVENUE gAST ITtEL2-4 92 161:;42:90 FIRE PROTECTION '!1 ,T.440144A ifv4, 984244 * FAX (253) 922-0100 DESIGNER DATE ev J09 NO It -24-2003 HEET aINTCAR 33, 12-7290 3:4 la I 444 I 753 043,55 f33.3,9 33. 333 o - 4- 33. 333 9.3 3.3 ;3 t `-s 33. A 4- 313 .33 4- 431 8 t .4- fi 4-.- 4-- 4- '.- 4- k 4 L +w w "'vim -33 -4. 3-3 43. 43- 4 3 3-4 '!r }e .,, 7- 4- 43. 39, r - 4- f 39. 333 s, 3.3 -13 4-.- 39. R Y- -43 333 v -4 r 33. a-. -33 '3 '. frs,y 3.3 -33 ▪ 73. x ' rt - .t33R 115. v 4 ,44 t 4- 4- _.A 4- v 33 -33 333 313. 3. 33- -sr ,313 -T -r- 43- 333 -31 8-'-k, a 331 x 4- 3'33. 3-7 -4- a- Sri r 9.9 333,3 -34 33- l4- .34-. 4 '' f 3 t 133 4- 34- 4- ,a. y 4- 4- i 3-3 -3t 1 3S 44 f� -3• 3 M F } .{. }331/4. }j 33-39bT ) -* T' 33- 4. t. 4 3.3 4- 33- 333 3.33 -x 39.3 -33 sr - x i- 33 .33 4- 333 33-4 .-c 3.7 333 .T„ -9 3.3 -33 31- 3.4 3. 3.3 333 3.3 a L- a E.. t -- -'S 33 d - r 4- 4- _,4- 14, 4. 33 3-33 33, -33 313 3333 .33 -33 .13 33. .33 33. 9.3 34- .33 33. St- 33- 3.33 43- 3.3 33. .34 ▪ 3-33 133 1134 3.4 3.3 33- 3-3 3.3 ▪ 3.3 4.4 31, AO - 3.3 34. 93- 33- fi tt 313 43. 4,4 33- 33. 313 .33 33- 43 3r. 33. 33- 463 334 3-3 3,3 3.33 433 343 .43 13, 3.3 -33 3-43 .33 -33 33 3,3 313 sit ar 33- - 34 33"- -33 -33 3-33313. 34 933 33- 3.3 34- 3. 3.3 4-434 33. -44 -33 33. -33 33. -33 43 31 4-3 343 31, -993 3.3 13. 3-3 3.3 33 33 333 -33 343 -933 33, .33 341 33. 331 -33 333. 43- 3.34 3.4 43 -33 34 .31 -33 PARTIiL FIRST FLOOR PLAN 4 ▪ 3 43 -43 34. 3-33 3 33 33. .334 333 9-3 4.▪ 34 33- .33 394 53, Ted 333 3.3 .33 94- 333 3,3 -333 33- .33 3,3 313 .33 3133 93- .33 13- 33- 3,3 IPS 13 339 13-3 33- 33 33 43. 334- 44- 3-3 33- 3-3 3.3 333 So - 3.3 3-3 -39 4.13 333. 333 39333 -33 34. 33. GENERAL NOTES - 3,4 EMSTING FIRE SPRINKLER HEAD TO REM -Alt -4 - = EXISTING FIRE TYPICAL HANGER -TO re- 3-3 -33 14- 3.3 4 333 33. 33 34, 3. SPRINKLER HEAD TO BE_ PLUGGED -44 SPRINKLER HEAD TO BE RELOCATED 313 33- 3-1 33 -33 3433 33. 3-7 3. .31 -13 .33 34, 7. 3.3 33 -33 33-9 3.3 .33 3,4 331. 3,3 3.3 33. 33- 4.3 33 -39 -3333 43. 333 3.3 9.3 34- 343 3-3 33. 3.4 -33 93, 33- -3 333 ,333 333. 333, 53. 121- With -out Comments As Noted In Red - Per The Attached Letter 31 ▪ 33 These plans have been reviewed by The Tukwila Fire Prevention BLreau for confoi mance w th current city standards Acceptance is subj- t to errors and - omi,,sions which do not authorize violations of adopted standards and ordinance The responsib 1 ty for the adequacy of design rests totally with the designer Additions deletion or revisions to these drawings after this date will void this acceptance and will require a *" resubmittal of revised drawings forsubsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau and give this job No -44 333 ▪ 4.▪ 3 and exact address for shut - -,,down or restoration approval .34 -93 43 33. 3-4 933 3.3 93, 43 33. 34. -33 tat FILE: .39 -33 3.3 33▪ . .313 33- 393 393 34 43 13 33. 333 333-3- 33- 3333 333 133 3-3 .33 .93 3,3 3. 3-3 133 ▪ 33 S6015E F----71WQRK: ADD/RELOCATE FIRE SPRINK -43 .34 -39 333. 33- .93 13. 33.3 HEADS FOR TENANT REMODEL' 333 .14 331 -31 33 3939-3 33. 33. 933 93 1.3 ▪ 34.13 ▪ 3-33 • 393 1.3 .93 333 is 3 ▪ 3333313 3.3 31, /334 31▪ 3 39- -31 33 313T- 93- 433 333 .33 -43 3,9 -44 -31 33, 43. -33 33, CERTIFICAT ON HANGER LEGEND A U HOO B COACH SCREW ROD O BM CLAMP / STRAP E EYELET F FLUSH SHELL G CEILING FIANCE 14 -SIDE BEAM BRACKET -- K SHORT CLIP M ALL THREAD ROD TOGGLE NUT P PO DER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE Z 3/8 ELCO 7E710" SPRINKLER LEGEND 933 -4 WAY tARTHQUAKE BRACE W EARTHQUAKE BRACE "STRUCTURE TO CE ER UNE OF PI E RICHES -.FITTING LEGEND TENP RATING 3:t 256 500 PLAIN E APPROVAL REOU RED TSN THREADED SHAPED PPLE SPRINKLER HEAD SE ORIFICE MEAD ,ESCUTCWTEmp TY 'RUBLE CONCIAER .34 AU TR BY APPROVED FOR MCAT St TE - GENERAL NOTES ALL TER AL AND EQUIP ENT TO RE MEW AND L STED OR rig APPROVED. SHOWN THUSLY ( 441) WHICH An Ent /0 ENIA 3.. E FatfouAKE DING SHALL BE -PROM& IN ACCORDAN WITH WPA PA MILEY 1104 13. AP UCABLE EDITION PIPE AN ER5 AND NEMO Of NA GI** 40 BE TM ACCORDANCE WITli top AmPHLET NO 43. APPUCABLE EDITION. P1110 SHALL OE ACCOROANDE Wi I+ NF PAIIPHLKT- 140 13 APPLICABLE -EDITION WITH WP PAMPHLET 0 13.- APPLICABLE EDITION. OWNE 1 11 °VIDE ADE01.1 Tt HEAT III AREAS PROTECTED A WET PIPE $ IWNKU SYSTE1A TO PREVENT W TER *I PIPES FROM -41 39- 3333- ALL MR 0 ELECTRICAL COXES (W REQUIRED) Tiit PROVIDE* * EQUIPMENT .(EF REQUIRED) To BE PROVIOED 9 OTHERS DESIGN CRITERIA DESIGN, PER NEPA13 ORDINARY HAZARD PER CITY OF TUKWILA 313 3-3 4.3 333 39 31. 333 334 PIPE NOTES., t Ali SCREWED PIPE TO BE AWED XL - 33. 3.4 33 3 444 REVISIONS ESCR MON aii 31.5 SGA CORPORATION 641-4 204114 STREET SW - LYNNWOOD WA 98036 -33 33. 44 3341, 3.333 493 pROJECT PROGRESSIVE 1N*SURANCE :12720 GATEWAY -?Dii'IVE SUITE 1)0 .39 ref Y'i4grTIg OCT 2 0-146 AT 11ot,-; FIRE PROTECTION 7e 2707 70T11 AVENUE EAST TEL 253) S26-02290- I. TACOMA WA 98424 FAX '(253) 932-6150 A 4 33 DES1GNE CUNT CARR DATE _ JOB NO 0-18-99 As 3,43 MI 1111111111111111111111111111111111M11111111111111111111= , EIIRIMIIIMNIMIIIIIIIIMIIINIIIIIIIIMIIIIIIIIIIIWIIIINII 11111111111=1111111111-1111111111 ill IIIIIIIMIIIIHIOMIIIIMIMMIIIIIIIIIIIIIIIII 111111111MMINI NMI ill 11111111111111111111111111111W01111111. will1111111=11111 ,111111111111111111W- 4)-,....-f.---111111 11=11111111W- _ - , - 11111111111i11111MIUMMEIMI - , --1 1......m...n, . am nommomenns OOP' IIIIIDIIIIIIIMIIIII I WARN IBM MS= 1 11111.111111M1=1111111 NSW MI At - NE I mud nom 1 I I Ellikri I Mirillial- I I I I- I II 1111M11111111M441111M1 SIMI MUM INN Ell • F---41 • - _AM -. -6 101111111111111101111111111MIMIIIIIIIIII MOM itillffinlina 111WAL • I . , -,_ ''S-1 7----', & 4 93 33- 43 3r. 33. 33- 463 334 3-3 3,3 3.33 433 343 .43 13, 3.3 -33 3-43 .33 -33 33 3,3 313 sit ar 33- - 34 33"- -33 -33 3-33313. 34 933 33- 3.3 34- 3. 3.3 4-434 33. -44 -33 33. -33 33. -33 43 31 4-3 343 31, -993 3.3 13. 3-3 3.3 33 33 333 -33 343 -933 33, .33 341 33. 331 -33 333. 43- 3.34 3.4 43 -33 34 .31 -33 PARTIiL FIRST FLOOR PLAN 4 ▪ 3 43 -43 34. 3-33 3 33 33. .334 333 9-3 4.▪ 34 33- .33 394 53, Ted 333 3.3 .33 94- 333 3,3 -333 33- .33 3,3 313 .33 3133 93- .33 13- 33- 3,3 IPS 13 339 13-3 33- 33 33 43. 334- 44- 3-3 33- 3-3 3.3 333 So - 3.3 3-3 -39 4.13 333. 333 39333 -33 34. 33. GENERAL NOTES - 3,4 EMSTING FIRE SPRINKLER HEAD TO REM -Alt -4 - = EXISTING FIRE TYPICAL HANGER -TO re- 3-3 -33 14- 3.3 4 333 33. 33 34, 3. SPRINKLER HEAD TO BE_ PLUGGED -44 SPRINKLER HEAD TO BE RELOCATED 313 33- 3-1 33 -33 3433 33. 3-7 3. .31 -13 .33 34, 7. 3.3 33 -33 33-9 3.3 .33 3,4 331. 3,3 3.3 33. 33- 4.3 33 -39 -3333 43. 333 3.3 9.3 34- 343 3-3 33. 3.4 -33 93, 33- -3 333 ,333 333. 333, 53. 121- With -out Comments As Noted In Red - Per The Attached Letter 31 ▪ 33 These plans have been reviewed by The Tukwila Fire Prevention BLreau for confoi mance w th current city standards Acceptance is subj- t to errors and - omi,,sions which do not authorize violations of adopted standards and ordinance The responsib 1 ty for the adequacy of design rests totally with the designer Additions deletion or revisions to these drawings after this date will void this acceptance and will require a *" resubmittal of revised drawings forsubsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau and give this job No -44 333 ▪ 4.▪ 3 and exact address for shut - -,,down or restoration approval .34 -93 43 33. 3-4 933 3.3 93, 43 33. 34. -33 tat FILE: .39 -33 3.3 33▪ . .313 33- 393 393 34 43 13 33. 333 333-3- 33- 3333 333 133 3-3 .33 .93 3,3 3. 3-3 133 ▪ 33 S6015E F----71WQRK: ADD/RELOCATE FIRE SPRINK -43 .34 -39 333. 33- .93 13. 33.3 HEADS FOR TENANT REMODEL' 333 .14 331 -31 33 3939-3 33. 33. 933 93 1.3 ▪ 34.13 ▪ 3-33 • 393 1.3 .93 333 is 3 ▪ 3333313 3.3 31, /334 31▪ 3 39- -31 33 313T- 93- 433 333 .33 -43 3,9 -44 -31 33, 43. -33 33, CERTIFICAT ON HANGER LEGEND A U HOO B COACH SCREW ROD O BM CLAMP / STRAP E EYELET F FLUSH SHELL G CEILING FIANCE 14 -SIDE BEAM BRACKET -- K SHORT CLIP M ALL THREAD ROD TOGGLE NUT P PO DER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE Z 3/8 ELCO 7E710" SPRINKLER LEGEND 933 -4 WAY tARTHQUAKE BRACE W EARTHQUAKE BRACE "STRUCTURE TO CE ER UNE OF PI E RICHES -.FITTING LEGEND TENP RATING 3:t 256 500 PLAIN E APPROVAL REOU RED TSN THREADED SHAPED PPLE SPRINKLER HEAD SE ORIFICE MEAD ,ESCUTCWTEmp TY 'RUBLE CONCIAER .34 AU TR BY APPROVED FOR MCAT St TE - GENERAL NOTES ALL TER AL AND EQUIP ENT TO RE MEW AND L STED OR rig APPROVED. SHOWN THUSLY ( 441) WHICH An Ent /0 ENIA 3.. E FatfouAKE DING SHALL BE -PROM& IN ACCORDAN WITH WPA PA MILEY 1104 13. AP UCABLE EDITION PIPE AN ER5 AND NEMO Of NA GI** 40 BE TM ACCORDANCE WITli top AmPHLET NO 43. APPUCABLE EDITION. P1110 SHALL OE ACCOROANDE Wi I+ NF PAIIPHLKT- 140 13 APPLICABLE -EDITION WITH WP PAMPHLET 0 13.- APPLICABLE EDITION. OWNE 1 11 °VIDE ADE01.1 Tt HEAT III AREAS PROTECTED A WET PIPE $ IWNKU SYSTE1A TO PREVENT W TER *I PIPES FROM -41 39- 3333- ALL MR 0 ELECTRICAL COXES (W REQUIRED) Tiit PROVIDE* * EQUIPMENT .(EF REQUIRED) To BE PROVIOED 9 OTHERS DESIGN CRITERIA DESIGN, PER NEPA13 ORDINARY HAZARD PER CITY OF TUKWILA 313 3-3 4.3 333 39 31. 333 334 PIPE NOTES., t Ali SCREWED PIPE TO BE AWED XL - 33. 3.4 33 3 444 REVISIONS ESCR MON aii 31.5 SGA CORPORATION 641-4 204114 STREET SW - LYNNWOOD WA 98036 -33 33. 44 3341, 3.333 493 pROJECT PROGRESSIVE 1N*SURANCE :12720 GATEWAY -?Dii'IVE SUITE 1)0 .39 ref Y'i4grTIg OCT 2 0-146 AT 11ot,-; FIRE PROTECTION 7e 2707 70T11 AVENUE EAST TEL 253) S26-02290- I. TACOMA WA 98424 FAX '(253) 932-6150 A 4 33 DES1GNE CUNT CARR DATE _ JOB NO 0-18-99 As 3,43 1 1'-0 1/1° / (o, fi I 11. A Ii -a REFLECTED CEILING . PLAN 5' 10' 15' 25' 5' SCALE lie° .i'-0" 1384 5.F. x 12 = 1,6/ 0.5 WATTS ALLOWED NoTs<5 = ►,vGI�•'� E• /Js v7 � PR -i N3144.4.47- *m .t 5 ro R -r, t 26.5t4w LtwoG'SC __= DpAO WAwS. rit -- Wc►VII.C&+ .61.941014t.CR. gsm, 'co (u4,04,...► tai G - M N IW✓✓ = CAME- ADPC-D oW- RE.t oG lenr. SPRtwW.4.4i . OS4+1> 6E- 5 C-' -h)- Aid a+s?II*iot.4 ,Tcs" tris I' ix:411.a : Zz.,E13ARTMEIVIT P a se call: 575-4407 and give this job No. ct.(o S 3 and exact address for shu'io down or restoration approval; F" ,. I`' rtY 1'� { [p f I E,l....0 lam r 1 1% i' �1 to a✓ El WITHOUT COMMENTS. .)EAS NOTED ) PER THE ATTAC E-) LETTER The drawings affixed hereto Ware been reviewed and acce 1` ' ' '1‘, the Cita )f Tukwila Fire De ' ' is or revisions t.) date will ✓oi require a res, _ Final acceptan.= inspection oy a retire ; I as �l department DATE: , (z hkc,BY: 5 c CITY OF TUKWILA 575-4407 1-5 VICINITY MAP' SPRINKLERS-- USED SYM SPRINKLER ORIFICE SIZE. TYPE 1 FINISH QUAN • t*4 War CovcsA&CC_ ♦,vo TEMP 1 650 REVISIONS MK DATE BY A n PROJECT NAME' TEINA►.rr (4PRosieme1J'T FDR cep. -r . *am. e up -P. cTZ , c:34 -4,b, 7 l Z1Zv CortA'TEw/►Y Pa. . TJILvat4.A, Sm/A en, 16E. FF)1RE PROTECTION ATRIOT 2004-A 48th AVENUE CT. E TACOMA, WA 98424 (206) 926-2290 FAX 922-6150 DESIGNER 12-ZO- W, I 12-3111 DAT E JOB NUMBER _(t of c) LIN / -tt tot STAt aS N (11 i 1•) 1 ;tot r Fire Sprinkler Pion Scale: 1/8' = 1'-0' 6GoP0- = Fort- N art tip _ E-141 G+ tCt " a. N tg-LiE.a- v t¢^.os ,444 R.4.41/0 E . V t P. trod sA -cc, BEEuacA - t RE,t-oe-Act¢0 4(''17-t t-tiet Jf-R HE.n.O • i1 f; 1 (,?- 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 i, _.missions which do not authorize violations of adopted :tandards and ordinances. The responsibility for the 'dequacy of design rests totally with the designer. editions, deletions or revisions to these drawings after ' -fits date will void this acceptance and wit! require a submittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. otection P47 Key Plan N.T.5. Vicinity Map N.T.S. Date: Wt /q g By: UKWILAFIRE L)EPARTMEN1 ease call: 575-4407 and give this job No.1 �2 and exact address for shut- down or restoration apdroval. SPRINKLERS USED ,,c_4-CgEW'MjsYm • MAR 3 0 1998 SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP IE'Re� G- 4cf0�6R NAP 0 asp 4. 14.5" REVISIONS MK DATE BY A A CONTRACT NAME:Tenant Improvement for: I. T. T. COMPUTER INSTITUTE GATEWAY CORPORATE CENTER - BLDG 7 12720 Gateway Drive - 2nd Floor Tukwila, WA PATRIOT FIRE PROTECTIO FIL 2707 70th Ave. E. Tacoma, WA 98424 Phone: 253-926-2290 Fax: 253-922-6150 DESIGNER 1 DATE SHEET 1 JOB NO. 7AvF- t.►si -t 1 3 -30- 9 S t OF t t2- 374,4- l ..i , • - These plans have been reviewed by The Tukwila Fire • Prevention Bureau fo- c:.iformance w;th current city 'standards. Acceptannc ir3 subject to errors and omissions r.thich do net authorize violations ofadopted standards and orainances. The responsibiiity.for the • li Edequecy of desi rests totally with tt'e designer. Additions, deletions cr revisions to these drawings after 3. this date will void this acceptance and will require a submittal of revised drawings for subsequent approval. -etsPeN oFFicE cf; , ,`") t • ' . - - - ti) I ft •Exis-riNo, sPRINeA.C.Z. To ZEMA id - t 6•xisri,v4 121z//e -re. Me ZeLogArITO NEW WA4(.S _ 4. Ace. H.4.,04.frAi To dte 3/08Wig Socrs 1 3/8" Are • S. A Z. I. GX/4/A/4.% TO 8f8,..s. AFF . . SCOPE OA. In/OR K PAT1ZioT F ieE To ADyggcLo (...A-rir s pit INK1..ees Fib re NEW VAL...3 4„, c(ii.),46,5, -r, r,65.,4ms.„) pcce. • - - -- •A/FPA 13 6 eT, mato P[Pc-; sciabor...c. • totSdOp lard nt ,__ • 1 11111111111 tV.;2:10.V.47-:4104 SPRINKLERS USED .---------''' sym .../'-------- QUM TEMP 'Flee 0 -IA 46,*-14e4.5,e0 Beandi4T ADD4 . . Without Comments El As Noted ln Red 0 Per The AttaehedLetter SPRINKLER PLAN accept:me is subject to field test and inspection by (he Tukwila Fire Proventida Bureau. 'DaBy:ta: (/ -•(/ 0" TUKWILA FIRE DEPARTik.e.EIC Xbase WI: 575-4407 and etz itAs i',Db 92 -s -0g5 -- and exac address for shut- down or restoration approval. N _ _ LUN C ff..; t'n Ar -&A as -11V—TeLe 1k kir _ix/770x vige.rA/ 4V4i, • SITE PLAN Ni _ z I, APR 197 L' r _ ew__E'NERA Z NOTE' 5 _ I. z, ft •Exis-riNo, sPRINeA.C.Z. To ZEMA id - t 6•xisri,v4 121z//e -re. Me ZeLogArITO NEW WA4(.S _ 4. Ace. H.4.,04.frAi To dte 3/08Wig Socrs 1 3/8" Are • S. A Z. I. GX/4/A/4.% TO 8f8,..s. AFF . . SCOPE OA. In/OR K PAT1ZioT F ieE To ADyggcLo (...A-rir s pit INK1..ees Fib re NEW VAL...3 4„, c(ii.),46,5, -r, r,65.,4ms.„) pcce. • - - -- •A/FPA 13 6 eT, mato P[Pc-; sciabor...c. • totSdOp lard nt ,__ • 1 11111111111 tV.;2:10.V.47-:4104 SPRINKLERS USED , .„, , ,,, sym SPRINKLER ORIFiCE SIZE. TYPE & FINISH QUM TEMP 10 . 46,*-14e4.5,e0 Beandi4T ADD4 ' '-'" _ . : REVISIONS MK DATE BY A- - CONTRACT NAME: PROG R E SS GATEWAY CORPORATE _ . 12720. GATEWAY TUKWILA, WA - - TENANT IMPROVEMENT I VE INSUI. PARK, 7 -DRIVE 4*110 , 98168 pFIATRIOT - - • •REPROTEMON . - 2004-A 48th Ave Ct. E. _ Tacoma, . WA 98474 -^, - ;.,„-, A 0 ft..% , ,,,,,,,,i, (Phone) 926-2290 (Fax) 922-6150 C- DESIGNER 1. •, DATE J SHEET 1 JOB NO. Ks.,650 if-i_Z/17 _ _ 1 . 0 1 i iZ -327Z • 11 11 II 11 11 11 11 11 II II 11 II II 11 _IL_ 047,?.) IK w4l.r_s Rrn.IoJED t: t t'• 1 // I I 11 II 1=- �� EjC15T, T. L _ 11 NF�.I v./aLL.S —1_ 1 lil so kft 2 O \L 4v r-1 L {e) '-1 P•Q OF vJciZa�� • tsT P1.1.02 D1 -D6+ r", /7--;,\ �' , 1 , ,• I ', WIT`H3'.1T C.., '.1. I S. 1 R ) 0 PLR THE A, TAS E) LrTTER The drawings affixed h :r'ta h iia been 1. reviewed ani acce,ite 1 ')y the City of Tukwil Fire De.A. A i ai.i lis, ��.I .ins i or revisions to ta3) :; ..'.31.1 ;3 ' tis date will voi.J thi 1 n ' •. Ii require a resub:r,itt..l U revise Final acce?tango is s!,ih --‘F b ,'i 11• inspectiJn oy a re,.,rese„hati✓e w- this departs • cent DATE: 12A•Ve BY.3t rgrio CITY OF TUKWILA 575-440/ 1 Z j��IKWII.A FIRE DEPARTMENT Please call: 575-4407 and give this job !_00 P L and exact address for shuts damn or restoration approval, FITTER_ NOTES 1) RELOCATE (.3) NEJs•I'S AGO 14E..C> (=-C42. TNR. p.GCEL, RCiOW1'5 2.. 012.2, 44,4►7.C SPAGLN(f - 130 43 Maw Perz NCAD; NO'SMAL.L 2LZGt-1 i2JLt." No4.16.eRs AFE RT(z , Vvr, t F rc. s,iasR - ' -r SPRINKLERS-- USED SPRINKLER ORIFICE S' M SIZE- "RPE & FINISH • .. 2.F....L... moo 4- QUAN TEMP I -o•>'v I6,6' G01 -4c..114 -Ela- v./IA viz_ REVISIONS MK DATE I BY I2-l(r'")19ic1.- 1, ,4 eu%Lx - R£i 2- Hos roe_ KE►-"i[o 4../wuh PROJECT NAME BMG MUSIC CoATEWA * 13LC44 7 (ITT 12.72.0 [.ATEv./A -( �f2-tivE_ PRE PROTECTION ATRIOT 2CC4-A 48rh AVENUE ACoMA, WA ?8424 `2061 926-229.0 FAX 222-5150 DESIGNER >7�V� L.IbliGGCS DATE JOB NUMBER 12-1765 t. fl lL)I: WITHOUT COMMENTS. o 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, deli--4ions or revisions to these date will void this ace .n .3e an III require a resubmittal of'reviseJ aings. Final acceptance is subject to ci31.1- inspection by a representative of tnis r department DATE: /1/2.1/9.) BY: ,30--; CITY OF TUKWILA ti 575-4407 TUKWILA FIRE DEPART:At-1\2 Please call: 575-4407 cinci give this job No. — 29 7— end exact address for ch down Ca restoration NUMMI , .,,,... i-ttE_NA/JALLf F100 FLNJ I FITTER_ hIOTE-S: t) izet_oc."-rs. 1-4eakt7S AND A.00 1..% Fc12 -14E. Akt70CC, t24:)e.,•‘ 2.) 0237- 140.Z.A2C, - I 30 43 Netio4 ?Era. A.13,7 r1/4o-St-etAL.L. Z.P.-1 A--17-re-A- -OF v4c421‹.. rwr r-tix3P- 51-06, -7 • I 111. .^ • 11 u 12,g3 LL ----- - ---------- • _ Li *"//... 3 P SPRINKLERS-. USED SPRINKLER Sri WE_ rfPE FINISH QUAN TEMP • EL.C-+ I-Avv 14,5a c.c:4-1C-g-re•A-re-¢- REVISIONS MK DATE BY I A I A PROJECT NAME: BMG MUSIC 51...pe. 1 (ITT E3t-oc,n) 1272.0 G.o."TEN.1-46.-e (2.1N/E-. ATRIOT ARE PROTECTION -18th AvENuE CT. F. COMA. WA E8424 2061925-2290 .9.22-6150 DESIGNER DATE JOB NUMBER r,A•ve- it - tc,--‘73 12-1765 ail to 1 4- ; l I ; 1 , I I , 1 I Cie 1 1 _ 1, / 4„, -. r F100 FLNJ I FITTER_ hIOTE-S: t) izet_oc."-rs. 1-4eakt7S AND A.00 1..% Fc12 -14E. Akt70CC, t24:)e.,•‘ 2.) 0237- 140.Z.A2C, - I 30 43 Netio4 ?Era. A.13,7 r1/4o-St-etAL.L. Z.P.-1 A--17-re-A- -OF v4c421‹.. rwr r-tix3P- 51-06, -7 • I 111. .^ • 11 u 12,g3 LL ----- - ---------- • _ Li *"//... 3 P SPRINKLERS-. USED SPRINKLER Sri WE_ rfPE FINISH QUAN TEMP • EL.C-+ I-Avv 14,5a c.c:4-1C-g-re•A-re-¢- REVISIONS MK DATE BY I A I A PROJECT NAME: BMG MUSIC 51...pe. 1 (ITT E3t-oc,n) 1272.0 G.o."TEN.1-46.-e (2.1N/E-. ATRIOT ARE PROTECTION -18th AvENuE CT. F. COMA. WA E8424 2061925-2290 .9.22-6150 DESIGNER DATE JOB NUMBER r,A•ve- it - tc,--‘73 12-1765 S c t PE O PAT', 01 T ''. YC �47--7.. - Z40_7° --- Z,V_7" A Z¢ �-7 B COACH SCREW ROD / D / I 1 Met)/,/ EX/f7-/./L s- 74-A4. rc A/da/ c:' /e-- .zcde coe.e/vice, y = �, _ l_t11=" VIII CA( 764/0 t---c",15"1ip/G. DRcr'S-TA" :cuC,N JA/d.1,/ 0-1C - ,14 !/41211_ LtJ. ' AL> Ccs/L/-✓i� C TYP/CAC rC 4 _ 7 ) - - 1 1 4 4' . • P t -4- 4--r �N - W4 L6 --r -, - 1 f: / E, Nd./ "0A.f Neve oc,eR/OOH 1 • N • 4- i 01 NE-W. G.74LG • AlAgi � L Y • _— _ - - - G ; ---- C 0 SPRINKLER PLAN 0" IN IA ( to 4 GENERAL NOTES 1_ DENOTES EXISTING 2_ DENOTES EXISTING DENOTES EXISTING 4 -- — DENOTES EXISTING AREA ize 1 IN76zu.eeAN Ave" SITE PLAN NTS SPRINKLER SPRINKLER SPRINKLER PIPING O REMAIN 0 BE -RELOCATED O BE REMOVED AND -PLUGGED ACCEPTED �RWITHOUT COMMENTS. O AS NOTED IN RED O 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 - inspection by a representative of this department DATE`:.. Zb1 BY 4A: 51.0 CITY OF TUKWILA 575-4407 tUKWILJ' FIRE DEPARTMENT. Please call: 575-4407 and give this job No. 9(r) 5 3111 and exact address for shut' down or restoration approval: FILE DEC 241996 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP EYELET - F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT - P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T - U V W X Y Z STATE CERTIFICATION SPRINKLER LEGEND +�R UR 44° Y cc SPRINKLER ORIFICE SIZES ANO TYPE x o u a W N 1- N I 5 3 7 1 O V 1/2"z ' IA1 Mild.L'..� 1 SPRAY i€ 8 16 2 O Q 1" `t FfI Natabrar 3 17 4 32 SPRAY I-61 E 1" Q Q 1/2" 2 8 16 2 SIL < 4 1" 1 TYPE 0 * 1" 1" DRY 0 t" WAY BRACE TEMP RATING - -----2 - EARTHQUAKE ? o 0 165' Z w; li } a t] 4 - WAY EARTHQUAKE BRACE cc 0 G N Q l ' Q 212• Wo Y (] 1/2" a 1- STRUCTURE TC CENTER LINE OF PIPE IN INCHES 286' s < 1- @ 1/2" til CL O 350° 1" 4 1" FITTING LEGEND F 500' 1/2" 1/2- P PIPE -CI -LET F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE C,1)' of 71-C1../4/ A TSN THREADED SHAPED NIPPLE O 1,///f12 7ARGN/ TcjL T_ __ _ SPRINKLER HEADS USED SYM ; MANUF MODEL 1 TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH IESCUTCH I FINISH TEMP QTY • i KEC.a6E t t F//CZ -___J�CGEifd-L_YIle-+-1FZ—.LdtlL N12---ISS--7 - - F F I t I I i i I I I 1 TOTAL QUAL:TY CONTROL BY—_ - - -_____ =-DATE -- - _' T APPROVED FOR FABRICATION 8Y - -- DATE GENERAL NOTES - - - 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. - - 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 6. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY d7NE',C 9. PAINTING OF PIPE & EQLIPMENT (IF REQUIRED) TO BE PROVIDED BY o TNsr'A:.5 10. FURRING OF PIPE & EQU PMENT (IF REQUIREC) TO BE PROVIDED BY 6TL/C/ 5 ........ DESIGN CRITERIA /, 6+16 rDa-6 6 gD - - 14 no -PA /3 - eg0_ Nd eD P/PC ScAdOt/bf _ PIPE NOTES /. ACC P/PC 'r0 4f- ACG/ED t<4 I -- -- REVISIONS NO DATE I BY i - DESCRIPTION - I t I CONTRACT WITH: S GA ` 6414 204TH ST SW 1200 LY NN WOOD, WA 95036 PROJECT NAME: L 1 12720 GATEWAY DR 107 TUKWILA, WA 93163 NEW ONE HOUR CORRIDOR .- PATRIFF099CF 4)- 0 FIRE PROTECTION 2004- A -48TH AVE CT E (0)926- 2290 TACOMA,WA 93424 (F)922-6150 DESIGNER _ -Kcri FIs H _ - _ SHEET - - I DATE 12JZ415 L— -1 FPI J4Q43-N. .. P„ I?ON36c9 OF' 128132 S $ BOND T D,a Z c1 H 1 1' TR K 411 nrimicoto iggebto rarei amni.ale Erwa p S^ 10 +III1Il 2 Jr: If P La4e .17 Waskink ton ------H I77"O St'T. v 0 S 1311" {T ✓R WY VICINITY MAP m sr TIT" Yl 7oA i t D 2w ajENE COVION MfMORIAI MCM PARK EX. SANIATARY SEWER 1 2 i i W' w 0 0 w C9 w CD z 1 - co X w 1 1 0� W z W z EXISTING EDGE OF PAVEMENT EX. SS MH EX. SAN. S R. LIFT STAT •N EX. SS MH RIM = 16.9 EX. I.E. = 5 0 I.E. IN = 4.1 0 1 = EX. CB RIM = 13.59 I.E. 4 11.69 (8" DI E) 1.7J V i W -1 EXISTING FIRE HYD. - Em W co FIRE DEPT. CONNECTION EXISTING - FIRE HYD. INSTALL' - I -12"x8" TAPPING TEE 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING / INSTALL' I -12"x2" SERVICE TAP 10' WATER EASEMENT (TYPICAL) EX. SS MH RIM = 16.83 I.E.. 4.78 18" CONC. E) LE. - 4.29 (18" CONC. N) LE. = 4.13 (18" CONC. S) 10' WATER EASEMNT (TYPICAL) W EX. SS MH 0 1 SANITARY SEWER & WATERLINE EXTENSION PLAN EXESTENS ason WTR. --r-------- ay rl N 400 36'QO" E.--J190.0Q' INSTAL' 8" DETECTOR\1C--HES SHEET DET. SHE 4" D.I. r EXIST. 8" WATER LINE Gateway Corporate Center - Phase V SCALE:1" = 30' EX. CB RIM 13.56 I.E. = 11.86 (8" DI E) EX. PWR: VAULT 8 BOLLARDS TO REMAIN • EX. SS MH RIM = 16.50 I.E. IN = 6.58 I.E. OUT = 6.38 1 L C XOSTONG BLDG. ______________ 1 1 1 1 J EXIST. 8' WATER LINE - GATEWAY DRIVE (EXISTING) N 40° 36'00" E. 502.10' • • 14 =x8' S 82 LF 8" DI i P.I.V. 0 6 0 0 0 0 58 LF 8" DI EX -2" WATER SERVICE 11 22" WATER SERVICE II C.O. NEW 2" WATER 1 -METER AND SERVICE INTERIOR SAN. SWR. BY OTHERS SPRINKLER ROOM i X14 -EX. CB RIM =12.56 I.E. = 11.16 T8' DI N) I.E. = 10.96 (8" DI SA I 10' J C.O. p 14L BUILDING F.F. =15.5 EX. CB RIM = 14.67 I.E. = 10.57 (8" DI E) I.E. = 10.57 (8" DI N) I.E.= 10.77 (8" DI W) INTERIOR SAN. SEWER BY OTHERS 1 1 1 C.O. 1 10' 1 EX. CB KIM = 12.86 I.E. = 9.96 (8" DI S) I.E. = 9.96 (8" DI 11W) SS CO RIM = 15.3± LE. = 8.5 1 1 EX. 8' SS @ 0.56% 1 INSTALL' 1-8"x6" TEE /7 LE. = 5.4= II 11 11 .11 1 011 SII m I1 w IA -II 11 011 m11 d11 8 LF 8" DI O 0 'fit N Z 11 i INSTALL' 1-8" 90' BEND (MJ) CONC. BLOCKING EX. CB � RIM 13.43 I.E. = 11.73 (6" PVC El EXISTING 6" SD • 7 \10' SANITARY SEWER EASEMENT (TYPI XISTING 12" WATER 4LF6" PVC SAN. SEWER @ 78% r JA SPECIAL NOTE: ALL EXIISTONG UTILITY LANES TO BE REMOVED OR ABANDONED SHALL BE CAPPED OFF AT THE OUSTING MAONLONES. N 40° 6 p0" E. 190.00' INSTALL' 1-8" 90' BEND (MJ) CONC. BLOCKING 1 j • \\ 30' c (4 - _ EX. 12" SD = 4 = = _ =_-_ �.1 FX. CB RIM = 13.16 I.E. = 10.46(12" STL. W) I.E. = 10.46 (12" STL. E) 14 INSTALL I -8"x6" TAPPING TEE 1-6" GATE VALVE (MJxFL 6 F " DI EXTENStOW (-51/4" MVO HYD. ASSY. WITH 5" "STORTZ PUMPING PORT CONC. BLK. 1 EMOS:ON LILDD EXISTING 8" WAT 1 MI til �-I 3� r� C.O. ,INTERIOR SAN. SEWER LINE - -- --_ _..A_ - 0- BY OTHERS .1 BUILDING #9 ONIMMIO SPRINKLER ROOM ELECT. 0. ROOM � EX. CB 1 RIM = 14.19 I.E. - 9.2 (12" CONC. N) LE. = 9.1 (8" CONC. W) 30' F.F. = 15.5 x .w EX. SS MH (REMOVE) RIM = 15.02 LE. = 6.47 (8" CONC. E) LE. - 6.77 (8" CONC.N) LE. = 6.32 (8" CONC.) --- C.O. - - EX. 8' SS 0 INTERIOR SAN. BY OTHERS TO BE REMOVED OR ABANDONED 42 LF 8' DI INSTALL' 1.-8" 45' BEND (MJ) CONC. BLOCKING .fv��P.I.V• \` EX. 8" S EX. 8" SS 20 LF 6" PVC SS 9.0% CAP OFF EXISTING 8" AT MANHOLE 10' WA TER EASEMENT (TYPICAL) • INSTALL' '1 RS CO RIM = I 3! I.E. I -8"x6" TEE I.E. = 6.2± EXISTING 12" W LEGAL DESCRIPTION: ORO i EXISTING SS TO BE REMOVED OR ABANDONED LF DI EX. SS MH RIM = 14.71 LE. = 6.06 (IN) LE. = 5.96 (OUT) INSTALL' 1-8" 45' BEND (MJ) CONC. BLOCKING F 8' DI 8"DE CTOR CHECK PER DETAIL FIRE DEPA'FZT. CONNECTION EX. CB RIM = 13.21 I.E. = 7.41 (15" CONC. E) I.E. = 7.61 (15" CONC. Wl EX. 15" SD NEW WATER METER 8 RVICE LINE 3 EXISTING WATER / METERS TO BE / REMOVED PER 7 CITY RECUIREMEVT AND CAPPED OFF AT EX. 12" MAINLINE Tat portion of the Stephan Foster Donation Claim No. and of the C.C. Lewis Donation Claim No. 37; in Section 10, 11, 14, and 15, Township 23 orth, Range 4 East, W.M., in King County, Wa ington, described as follows: COMM CING ata point which bears__NartrziO° 01' 05" West 920.15 feet from a monument at the point of intersection of a curve co -the centerline of the Duwamish-Renton Junction Road, said point of intersection being aPirrairnately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; North 49° 24' 00" West 835.00 feet on a line parallel to the 150.00 feet Northeasterly of the centerline f said Duwamish-Renton Junction Road, to a point which bears North 81° 44' 15" East 199.17 feet from the point of curve on the centerline of said Duwamish-Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THENCE South 40° 36' 00" West 20.00 feet to the Northeasterly margin of the right-of-way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right-of-way); THENCE North 49° 24' 00" West along said right-of-way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00" East 400.00 feet; THENCE North 40° 36' 00" East 702.10 feet; THENCE North 49° 24' 00" West 325.00 feet; THENCE South 79° 15' 35" West 12.81 feet; THENCE North 49° 24' 00" West 67.00 feet; THENCE South 40° 36' 00" West 692.10 feet to the TRUE POINT OF BEGINNING 12.10' 2" WATER SERVICE LINZ SEWER LINE --- N 1 SS CO RIM = INSTALL' 12"x2" SERVICE TAP 1-12"x8" TAPPING TEE 1-8" GATE VALVE (FLxMJ) CONC.. BLOCKING 1-I2"x6" TAPPING TEE I -6a GATE VALVE (FUMJ) 6LF DI EXTENSION WITH 5" STORTZ PUMPER PORT CONC. BLOCKING SURVEY DATA: EXISTING 12" WATER cc I cc EASEMENT (TYPICAL) Co EXISTING FIRE HYD. SD EX. CB RIM g 13.46 12. EX. SS MH RIM 14.90 EX. SAN SWR. EX. 184 SD VERTICAL DATUM: NGVD, FEMA FLOOD INSURANCE STUDY REFERENCE MARK 324; ELEVATION 24.46 NGVD BASIS OF BEARING: RECORD OF SURVEY NO. 8611179002, BOOK 52 SURVEYS PAGE 114 • LEGEND: EXISTING DETECTOR CHECK TO BE REMOVED AND CAPPED OFF AT EXISTING MAINLINE EXISTING CONTOURS EXISTING STORM DRAINAGE PROPOSED STORM DRAINAGE EXISTING WATER PROPOSED WATER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED INTERIOR SANITARY SEWER •S TIMM EXISTING FIRE HYD. CNI EXISTING 8" WATER TO REMAIN 36' RIGHT OF WAY DEDICATION EX. CB = 6.14 (15" CONC. W) ( Lu 3 1 JUN 0 7 1991 EX. CB RIM e 14.06 L E ADDED WATER & SANITARY SEWER EASEMENTS CC CITY 1 - CO o Li cc co al 0 co CO CO en CO CO 65 CT) ai th 41 - a. Zi;.o co c (I) 2 x cn SID 0 Gateway Co CO co 0 0. 2 co>;.,0) L. (15 Ca co 0 CO • STAMP ri a. 1= C if ovis Viga Va hes C 10 2 0 CO co .0 CNI 128132 STORM DRAINAGE NOTES & DETAILS: 1. All work and materials shall be in accordance with the "Standard Specifications for Road, Bridge, and Municipal Construction," Washington State Department of Transportation and American Puhlic Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must be on site whenever construction is in progress. 3. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the City of Tukwila Engineering Department (433-0179) must be contacted for a preconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not shown hereon which may he affected by the implementation of this plan. The contractor shall contact the utilities underground location service (I-800-424-5555) prior to construction. The owner or his representative shall he immediately contacted if a utility conflict exists. 6. Catch Basin - Type I - per WSDOT/APWA Standard Plan B-1 or Associated Sand and Gravel CB -I5, or equal. 7. Catch Basin - Type 1I - per WSDOT/APWA Standard Ilan B -le (48" 1.D. or 54" I.E. as designated) or Associated Sand and Gravel CB -19, or equal. 8. Unit covers as designated are WSDOT/APWA Standard, (per Standard Plan B-12). 9. All Type 11 catch basins shall have ladders or safety steps per WSDOT/APWA Standard Plan B-12. 10. All catch basin frames and grates shall he ductile iron per WSDOT/APWA Standard Plan B -2a. 11. All catch basin grates shall be depressed 0.10 feet below pavement/curb level. 12. All oil/water separator CB grates shall he of the round solid locking type. 13. All storm drainage conveyance pipe shall he one of the following as designated: a. Helical corrugated aluminum (or asphalt -treated steel), minimum 16 gauge or greater as shown 2-2/3" x 1/2" corrugation, with watertight connecting hands. h. Concrete, per A.S.T.M. C-14, Class iI, nonreinforced hell and spigot (with hell flush with C.B. wall of used), with rubber gaskets. c. P.V.C. conforming to A.S.T.M. D-3034 - SDR 35. d. Pipe may be any of the above provided: 1) Pipe joints must be of the same materials, and 2) Where a pipe material is specifically shown on the plan, that material must be used. e. Minimum pipe cover shall be 2.0 feet. f. Smooth wall spiral rib aluminum (or asphalt -treated steel) pipe, 16 gauge, w/34" x 3/4" ribs at 7 1/2" o.c. g' ADS type N-12 high-density polyethylene corrugated pipe with an integrally formed smooth interior to the requirements of A.A.S.H.T.O. M-294. 14. All pipe bedding shall conform to WSDOT/APWA Section 9-30.7(1)B for aluminum and P.V.C. pipe, and Section 9-30.7(I)A for concrete pipe. All trench backfill shall he compacted to 92% minimum dry density per A.S.T.M. D-1557-70. 15. All pipe shall be laid on a properly prepared foundation according to Washington State Specification 7- 02.3(1). This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that entire length of the pipe will be supported on a uniformly dense unyielding base. If the native material in the bottom of the trench meets the requirements for "Gravel Backfill for Pipe Bedding," the first left of pipe bedding may be omitted, provided the material in the bottom the trench is loosened, regraded, a compacted to form a dense unyielding base. 16. All building roof drain downspouts and footing drains shall be directly connected to the main storm drainage conveyance system through an underground pipe system. Roof drains and footing drains shall be separate systems and shall be constructed of 6" (or 8" diameter where shown) P.V.C. (rigid, nonperforated for roof drains, perforated for footing drains.) Sufficient cleanouts and bends shall be installed so that the system can be easily maintained. The system shown hereon is schematic only. The drainage/grading contractor or landscaper may alter the layout as required to better dram the site. The contractor shall keep a dimensioned record of the location of all pipes and cleanouts and submit same to the City, Engineer, and owner upon completion of the work. 17. All roof and footing drains shall be located in the field and adjusted as necessary to avoid impacting the existing trees denoted on the grading plan to be saved. Drain lines should be located outside the dripline of trees to be saved wherever possible. 18. The storm drainage system shall be constructed according to the approved plans which are on file in the Engineering Department. Any deviation from the approved plans will require written approval from the proper agency. 19. Structures shall not be permitted within 10 feet of the spring line of any storm drain pipe. 20. Construction of dewatering (groundwater) system, if required, shall be in accordance with the A.P.W.A. Standard Specifications, Section 61-3.02, 1981 edition. •21. Prior to occupancy, the permanent storm drainage system must be cleaned out by pumping. (Do not pump or dispose into any other stream, storm sewer, or sanitary sewer system.) 22. Rip rap rock for erosion protection shall be of sound quarry rock placed to a minimum depth of one (I) foot. Rock aggregate to be as follows: 1/2"-2"- 10% - 40% 2"-4"-20%- 40% 4"-8"-40%-70% 23. Testing of all storm sewer pipe will be at the option of the City of Tukwila. 24. When plain aluminum pipe or pipe arch is used where it will be in contact with concrete or concrete pipe, all aluminum surfaces in contact with the concrete or concrete pipe shall be painted with two coats of paint. The aluminum pipe to he painted shall be cleaned with solvent to remove contaminants. After cleaning, the pipe shall be painted with two coats of paint conforming to Federal Specification TT -P-645 (Primer, Paint, Zinc Chromate, Alkyd Vechicle.) GRADING GENERAL NOTES: 1. All work and materials shall be in accordance with the "Standard Specifications for Road, Bridge, and Municipal Construction," Washington State Department of Transportation and American Puhlic Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must he on site whenever construction is in progress. 3. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the City of Tukwila Engineering Department (433-0179) must be contacted for a preconstruction meeting. • 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore he considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not shown hereon which may affected by the implementation of this plan. The contractor shall contact the utilities underground location service (1-800-424-5555) prior to construction. The owner or his representative shall he immediately contacted if a utility conflict exists. 6. The temporary erosion/sedimentation control facilities shall he constructed prior to any grading or extensive land clearing in accordance with the approved Temporary Erosion/Sedimentation Control plans. These facilities must be satisfactorily maintained until construction and landscaping is completed and the potential for on-site erosion has passed. 7. All earthwork under paving to he used by vehicular traffic shall be compacted to minimum 95% dry optimum density per A.S.T.M. D-1557-70 (modified Proctor). 8. Unless otherwise noted, all elevations shown in paved areas on the plans are top of paving. 9. Immediately following finish grading, any disturbed areas not specified for permanent landscaping shall he seeded and stabilized with permanent vegetation, consisting of rapid, persistent, and legume grasees (minimum 80# per acre). This is to include: 20% annual, perennial, or hybrid rye grass 40% creeping red fescue 40% white clover 10. The site work improvements shall be constructed according to the approved plans which are on file in the Engineering Department. Any deviation from the approved plans will require approval from th,t proper agency. 11. The contractor shall keep parking lots and street clean at all times by sweeping. Washing of any traveled surface will not he allowed. 12. All parking and driveway areas to have positive drainage to collection/conveyance systems or overland sheet drain areas at one percent minimum slope; plan details shall not supersede this requirement. 13. Open -cut road crossings for utility trenches on existing traveled roadways shall be backfilled in accordance with City of Tukwila, WSDOT/APWA Standard Plan B-11, and mechanically compacted. Cuts into the existing asphalt shall he neat -line cut with saw in a continuous line. A temporary cold mix patch must he placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 30 days and shall be the thickness of the original asphalt or three (3) inches, whichever is greater. 14. Extruded cement concrete curbs around asphalt edges shall he constructed per detail. "F2 V2„ 5„ 2 6 1 MIN EXTRUDED 'CONC. CURB NTS (60 c.) 0, 2 n -0" For OV V O p 0 c) ,. 0 3"- MIN._ COMP CONCRETE P 6' MIN. COMP -TOP-COURSE UPPER 1.0' OF SUBGRAD COMPACTED TO 95% ASTM D-1557 S TDS. ADDITIONAL. STRUCTURAL FILL MAY 5E REQUIRED DEPENDING ON SOILS CONDITIONS. SOILS ENGINEER TO VERIFY PAVEMENT SECTIONS PRIOR TO CONSTRUCTION CTED DEPTH CLASS 'B' ASPHALT _EMENT. - CTED DEPTH CRUSHED SURFACING OR 4' ASPHALT -TREATED SASC-: HEAVY VEHIC E PAVEMENT SECTION NTS UPPER 1.0' OF SUBGRADE COMPACTED TO 95% ASTM D-1557 STDs. ADDITIONAL STRUCTURAL FILL MAY BE REOUIRED DEPENDING ON SOLS CONDITIONS. SOLS ENGINEER TO VERIFY PAVEMENT SECTIONS PRiOR TO CONSTRUCTION. a" MIN. COMPACTED DEPTH CLASS_'B_ASPHALT CONCRETE PAVEMENT. 6"I . COOMPAOCT D_ DEPTH CRUSHED SURFACING r ASPHALT-TREATtD 8ASE. it LIGHT VEHICLE PAVEMENT SECTION NTS` { WATER GENERAL NOTES & DETAILS: 1 All work and materials shall be in accordance with the "Standard Specifications for Road, Bridge, and Municipal Construction," Washington State Department of Transportation and American Public Works Association, Washington State Chapter, 1 988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must be on site whenever construction is in progress. 3. It shall be the sole responsibility of the contractor to obtain street use and any other related permits prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the City of Tukwila Engineering Department (433-0179) must be contacted for a preconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities no shown hereon which may be affected by the implementation of this plan. The contractor shall contact the utilities underground location service (1-800-424-5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. The water main distribution system shall be constructed according to the approved plans which are on file in the City of Tukwila Engineering Department. Any deviation from the approved plans will require written approval from the proper agency. 7. Connections to existing facilities shall be sealed off until construction is completed. No connections will be allowed until the new water mains have passed all pressure and purity tests. 8. Water Main Pipe, Bedding, and Trench Compaction: A. All water main pipe to be cement lined, Class 52 ductile iron, conforming to A.N.S.I specifications A-21.51 (A.W.W.A. C151-76), or latest revision. Cement mortar lining and seal coating shall conform to A.N.S.I. A-21.4-74 (A.W.W.A C104-74), or latest revision. B. Pipe joints to be pushed -on, mechanical or flange joints. C. All water main pipe fittings to be cement lined, Class 250 cast iron, conforming to A.N.S.I. A-21.10 and A-021.11-77, or latest revision. D. All water main pipe bedding to be A.P.W.A Class "C". E. All water main cement concrete thrust blocks to conform to standard details shown on the plans. F. All water main trench backfill shall be compacted to minimum 92% dry optimum density per A.S.T.M. D-1557-70 (modified Proctor) prior to testing water mains for acceptance. 9. All water main pipe 10" and smaller to maintain a minimum cover at 36 inches below finished grade. Where utility conflicts occur, water mains are to be lowered to clear. 10. All water mains shall be pressure tested and disinfected in accordance with the specifications of the Washington State Health Department and City of Tukwila Standards. All inspection and pressure testing shall be done in the presence of, and under the supervision of, the City Engineer and/or his representative. 1 1 . Contractor to provide plug,; and/or temporary blow -off assemblies for testing and purity acceptance prior to final tie in. 12. Fire Hydrants: A. All fire hydrants shall conform to the City of Tukwila Standard Plan Nos. W-3, W-4, W-5, and W-6. B. All fire hydrant ports shall face perpendicular to curb and toward driveway as shown on the plans. 13. Domestic Water Services: A. All domestic water service lines to be type "K" copper, standard galvanized, steel pipe, or PVC pipe. Service connections shall be in accordance with City of Tukwila Standard Plan No. 202 or No. 203 (double straps and corporation stops). B. Meter boxes to be installed by the contractor. C. Meters to be installed by the City of Tukwila. 14. Buildings shall not be permitted within 10 feet of the spring line of any water main. 15. All water mains not in public right-of-way require 10 foot wide easements to the City of Tukwila. 16. All fittings shall be cast iron or ductile, with flanged or mechanical joint connection, and be the same thickness class as the pipe used. 17. Live taps to be coordinated with City at least 48 hours prior to construction. 18. All pipe fittings to be listed and labeled U.S. for fire service; installed, tested and flushed as specified by NFPA Standards No. 13 and No. 24. Properly completed contractor's material and test certificates are to be provided to Washington Surveying and Rating Bureau and the City of Tukwila. Concrete Thrust Block Provide 0 ring seal per T.M.C. NOTE: FOR TAPS ON CEMENT LINED, ASBESTOS CEMENT, ''AST IRON OR SIZE ON SIZE UP TO AND INCLUDING 12" 1.0. 2. ASSEMBLY TO BE PRE -TESTED. WATERMAIN TAPPING TEE (CITY OF TUKWILA STD. DETAIL # W - 7) NTS BACK OF EXIST. OR FUTURE S/W SEE NOTE 1 PROPERTY LINE `•` A SPACER s.. .;,• :A CONC. METER BOX BROOKS 65 -ST 1/4' SHACKLE RODS (COATED/ TO VALVE OR NEXT PIPE BELL �. ADAPTER FL ( NJ) WT( WAIVE (FL 1 FL) 0 S 1 T FLANGED 00.11LE CMECK VALVE 0.0.4.5 APPROVED AND STATE CROSS•COMNECTION REGULATIONS. SECOND CHECK WAIVE IS REOUIR4e :F DETECTOR VAULT 1115 WITHIN 1700' Of AN A&T(R ATIV( WATER SOURCE (I.,. ^080, RIVER. GATE YA1VE :Fl 1 FL) 7007 INDICATOR VALV( TTE (FL R FL) i., 4.0AP'T R L F L R V) [ 1/4"d S,IACL.( RDOS (COATED) _-. NOTES. 1) PIPE gig FIRING S12E0 14411 WART NITH INDIVIDUAL EON REO'NTS R SHALL S( DETERMINED 01 THE FIR( DEPT. 2) PIT LOCATION TO RE OUTSIDE OE UTILITY EASEMENT ON PRIVATE PROPERTY. !) 12' CLEARANCE SMALL IE PROVIDED (DLI WORKSPACE AROUND ALL FITTINGS '0 INSIDE OF VAULT. 4) CONCRETE VAULT SHALL HAVE A 48" r 48" STEEL HATCH OR T40 3' X 3' STEEL HINGED t700RS (PIPE INC. E25. 76633, or EQUAL) L. • .7 dT t r , 63 Do cu W ‘,..� wy � DM[ SMALL BE A 4 A P.I.V.. r , , �I / CD,,, . ® ......,..„ ....., �. ✓ `� I { /'r. .W,- i _ TO WILDING EIRE SERVICE GUARD POST HYDRANT PORT FACE TOWARD BLDG. OR FIRE LANE 4' FIAN6E0 CHECK EASY( ' PIP( UP WIT)4 AT LEAST 714) D CONNECTIONS 3-4 FEET ABOVE RADE PAINTED SAFETY RED. ti 4132 FD CORN WATERTIGHT CEMENT (1.BOLI' 577 LA PIT OR GREATER! PIPE INC. 4'8'07'27' TYPICAL SPRINKLER PIT (CITY OF TUKWILA STD. DETAIL #W-9) NTS NOTE' GUARD POSTS SHALL BE 6' LONG x 6" DIA. CONC. FILLED DUCTILE IRON POSTS BURIED 3' BELOW FINISH GRADE. PAINT WITH TWO COATS OF RUST-OLEUM NO. 2766-111 GLOSS YELLOW PAINT ADDITIONAL GUARD POSTS MAY BE RE. QUIRED PER PLAN /DEPENDING ON HYD • EXPOSURE TO VEHICLE -J CL VARIES PER PROV IDE THRUST BLOCK - If FIRE HYDRANT PLACEMENT DETAIL NTS t a ,F_Tri 2.. FIRE HYDRANT TO BE PAINTED WITM TWO COATS OF "RUSTOLEUM" 46 59 YELLOw GLOSS. HYDRANTS TO BE MUELLER 4A-2 40 15 OR MUELLER A-4 19, OR EQUAL. HYDRANTS TO CONFORM TO A.w.w.A. SPECIFICATICNS C 502-54, SHALL BE COmPRESSICN-T'YPE AND SHALL HAvE 2 -PIECE BREAK- ING FLANGE wITH BREAKING THI BLE AT THE GROLND LINE OF STEM. HYDRANTS SKALL CONFORM TO CITY ORDINANCE #1567 18" PUABER TO FACE STREET OR AS DIRECTED BY FIRE HYDRANT SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR, HOLDING APPROX. 8 OLNCES OF OIL. OIL RESERVOIR SHALL HAVE NOT LESS THAN TWO "0" RING SEALS. THE UPPER STEM SHALL HAvE A BRASS SLEEVE. noW mINImUM 3' AND MAXIMUM 10' 03 LCD JL - YO COURSE GRAVEL OR CRUSHE HYDRANTS SHALL BE EQuIPPED WITH TWO 2L1'' N.S. T. NeOSE PORTS AND ONE 5" STORTZ PLPPER DISCHARGE PORT AND SHALL HAVE A PENTAGON OPEN -LIFT OPERATING NUT, HYDRANTS SHALL I -(AVE A 6" M.J. BOTTOM CONNECTTON AND 51/4" T•tekIN VALVE OPENING; SHALL BE DESIGNED FOR A 42" BURY AND St-IALL HAVE 18" ABOVE ,.,RADE LEVEL TO PUM- PER DISCH.ARGE PORT', TO BE U. L. APPROVED AND HAVE A 2" OPERATING NUT. 18" TOP SECTION CAST IRON VALVE BOX wITH SLIDING EXTENSION (RIO -i W/TABS). 2-3/4" COATED STEEL SHACKLE RODS. G. Is. CY - 1:3:6: CONC. MIX POUR IN PLACE TO BLOCK mAINTAIN CLEARANCE FOR BOLTS. H. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN A.ND REQUIREMENTS OF TUKWILA muNICIPAL CODE 14.24 AND CITY ORDINANCE 0729. FIRE HYDRANT ASSEMBLY (CITY OF TUKWILA STD. DETAIL # W -3) NTS 12" EXIST. OR FUTURE S/W FREE DRAINING GRAVEL MIN. 6" DEPTH 1 1/2" AND 2" DOMESTIC SERVICE NTS 24"COYER SEE NOTE 1 ANGLE METER MUELLER H-14286 OR EQUAL STOP tPT INLET FLANGE OUTLET DOUBLE STRAP SERVICE SADDLE SEE NOTE 2 NOTES: 1. SEE SPECIFICATIONS FOR APPROVED TYPE OF PIPE 2. 90. ELBOW 1 RAISER PIPE SHALL BE GALVANIZED FOR INLET AND OUTLET SIDES SANITARY SEWER GENERAL NOTES & DETAILS: • All work and materials shall be in accordance with the "Standard Speciflcations for Road, Bridge, and Municipal Construction." Washington State Department of Transportation and American Public Works Association, Washington State Chapter, 1988 edition. Together with tht latest edition of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must be on site whenever constructioafs in progress. 111, 3. It shall be the sole responsibility of the contractor to obtain street use aid any other related permits prior to any construction activity in City right-of-way. 11 4. Prior to any construction activity, the City of Tukwila Engineering Department (433-0179) must be contacted for a pre.construction meeting. ip 5. All locations of existing utilities shown hereon have been established bylield survey or obtained from available records and should therefore be considered approximate only abd not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not shown h reon which may be affected by the implementation of this plan. The contractor shall contact the utilitie underground location service (1-800-422-5555) prior to construction. The owner or his representativtt shall be immediately contacted if a utility conflict exists. 6. The sanitary sewer system shall be constructed according to the approved plans which are on file in the City of Tukwila Engineering Department. Any deviation from the appived plans will require written approval from the proper agency. 7. All new sanitary sewer lines shall be sealed off at the existing trunk con, ection point until all upstream construction is completed, cleaned, tested, tamped, and accepted by the pity of Tukwila. All construction debris and water shall be removed from pipe prior to opent g seal. 8. Manholes and Lids: A. All Type I - 48" manholes shall be constructed per WSDOT/A WA Standard Detail B -23a, with eccentric cones. B. All manholes shall have a minimum drop of 0.10 feet between nverts. C. D. All manholes not in paved areas shall have locking lids. It shall be the responsibility of the contractor to adjust all mull ole tops to match final asphalt elevations and ground elevations in landscaped areas. 9. Sewer Pipe, Bedding, and Trench Compaction: A. All sewer pipe shall be one of the following as designated: P.V.C, conforming to A.S.T.M. S-3034, SDR 35. 2. Ductile Iron, Class 50, conforming to A.W.W.A CI51 3. Pipe may be any of the above provided: a) b) Pipe joints must be of the same materials, and Where a pipe material is specifically shown o the plan, that material must be used. 4. Minimum pipe cover at manholes shall be 8.0 feet and 5.0 feet between runs. B. Pipe bedding shall be A.P.W.A. Type "F" with material confor ing to Section 9-30.7A(2). C. Trench backfill shall be compacted to minimum 92% dry optimum density per A.S.T.M D- 1557-70 (modified proctor) prior to testing sewer lines for acceptance. 10. Side Sewer Laterals: A. Side sewers shall be 6" minimum diameter at 2.0% minimum sitope. B. Side sewers shall be tested for leakage at the same time the main line sewer is tested. If not tested together, provide test tees at sewer main connections. C. Buildings with greater than 10 unit shall be serviced by one of the following methods: 1. Double 6" diameter services connected to truck by standard tees or into manholes. 2. Single 8" diameter service with cleanout, connected to trunk into manholes only. (Alternate connection methods are depicted on plans.) D. All lateral connections to sewer mains shall be made with a wye or sweeping tee. 11. Construction of dewatering (groundwater) system shall be in accordancewith the A.P.W.A Standard Specifications, Section 61-3.02, 1981 edition. 12. Whenever sewers must cross under water main the sewer shall be laid at such an elevation that the top of the sewer line is at least 36 inches below the bottom on the water malin. 13. Buildings shall not be permitted within 10 feet of the spring line of any sanl itary sewer pipe. 14. Prior to occupancy, the developer shall grant 10' wide sanitary sewer easements to the City of Tukwila. 15. Cleanouts shall be provided at the right-of-way line for laterals entering the public right-of-way. Ft" .toni Pork ng Poe Maierpi As l.ow "Ty The En0rivf, 41 SANITARY SEWER CLEANOUT NTS • Reg & Cam Adwortment Section (Leveeing Nnos Gracie Nine. Ophanal) Pf114001 Cone "Eccentric unitise enterer. Kocifiedl 101114 4. 4_____COns104041 10 11414 Channtil & Shelf to tee NOTE f-Reontorcono Sten) (For Precant Bait, and Integral Rm., ONLY/ 019 SO IN/FT on mach 40noron lor 54%1A • Present Boi• and Wove) Riser - Crushed Storfactno Tap Cannot C' MIN compaclul depth, lot Prima. Bases onis Seporat• Car in 410,1 Boll Of Streetar• 4/04,01 gaze SECTION 0 23 SO IN/FT in each otiorec,ion for 413" 014 0 19 So IN/F T in emit dor•clson lot 54' DIA AASHIO 9-199 unless othererse shoen on pions 0. noted In the Stonclor SPeCIfIcatiOnS. Handholds In odjustment seCtion shall hove 3' minimum Clear once. Steps in monnoie silos nove 6' minimum cirearonce. See Standard Pion Ali reinforced cosi In piace concrete show be class 8, Non-reinforce0 concrete in chonnei on. sheii 5908 Pe Class C. eii precast concret• shot, De CIOSS 40. of 2' minimum. Knockout or cutout hour slyer is eouor to pipe outer diameter plus manhole eali thickness. lacr.lteutk hole Minimum distance b eeeee n holes Is I'. elth IFSDOI Standard Specifications and meet the strenoin requirements of Federce Specification FIR -F-6210, moving surVoc•s shot. be ottrilshea 10 assure non -rocking fit eitn any cove, position. strength of 60.000 PSI ono be placed In Ine utope, hall 01 The DOSe minimum clearonCe. for heights of 12' or less. minimum soli becoring value over IT, minimum soil Deoring value eauas 3.800 pounds per souore 4007, For details shoeing Grode Ping, I. °doer. Steps. Hondnoras ono lop SioDS, See Stanoord Pion .urscellaneous uonnoe Details.' SANITARY SEWER MANHOLE TYPE 1-48" NTS STREET SURFACE\ Bovvw SEE TRENCH I DETAIL EXCAVATION MANUFACTURED TEE FOR NEW MAIN LINE OR MACHANICAL TAP AND APPROVED SADDLE FOR EXISTING MAIN LINE SEWER MAIN VARIES 1/8 BEND IF APPICABLE PROPERTY LINE 6 MINIMUM AT PROPERTY LINE UNLESS OTHER- WISE DESIGNED ,fSLOPE .02'/FT MINIMUM MIN. BEDDING APPROVED 6"X4" REDUCER FOR RESIDENTAL CONNECTION UNLESS OTHERWISE DESIGNED NOTES: .CLASS "A" BEDDING SHALL BE GREATER THAR 15 FT. *CRUSHED ROCK. PEA GRAVEL OR NATIVE MATERIAL FOR DEPTHS *BEDDING AND GRADE SHALL BE PRIOR TO PIPE BEING PLACED SANITARY SIDE SEWER NTS 1" CORE - 3 HOLES NON-SKID PATTERN TO BE CAST INTEGRAL ON TOP OF COVER 2" MACHINE SEAT 2-1/2" CAST IRO NON-LOCKING COVER SECTION .4k -.A 26-3/8" 8 WEBS- 1/2"THICK 25-1/4" 1-1/4" 33-3/4" CAST IRON FRAME - MIN. WGHT. 210 LBS. NOTES: COVERS SHALL HAVE THE WORD "SEWERS" IN 2" RAISED LETTERS WHEN USED IN CONNECTION WITH SANITARY SEWER INSTALLATIONS OR "DRAIN" WHEN IN CONNECTION WITH STORWSEWERS INSTALLATION OR "WATER" WHEN IN CONNECTION WITH WATER DISTRIBUTION INSTALLATION 24" MANHOLE FRAME WITH COVER NTS JUN 0 7 1991 USED AT DEPTHS APPROVED UNDER 15 FT. ESTABLISHED IN TRENCH. 0 >- (73 CO cO Ca CO 17; CO 03 co CO Notes & Detai 46.1 Gateway Corporate Center -phase V I, all) 470 167 CO 0 CL cu co (15 1:3 CNI 0 Ta Horizontal TO 0 Checked DB 03 Date 1-23-91 sT.4. MEM Cn 441 Cul C fa 0 Job Number co En Lu Csi cq el co cc cW5 3: it Ne cn csj CNJ u3 0 p.GZf A v4cRIG E E Scc�.rc; ,I8"= t' -c>" Ni k ,1*.i>o d CZ-Ms...OGA.T$ Qrv...ai -r-Sr 5pz.i, ,1GL.ki'7S -fa ice- - - 0-4Ona+-3-e. t404.,/ waLc_s CA IJE; , • A - Qtwws :sk r 'SPR.(. 4I -I .tet.. ©r> - 2. 2. •.*. - GSi .3-iiv srt" S7P2t /-1te 'r o T'r - 2 .3. :.IE - 4.4e.4 PrrrsoGa rt' SP¢t..a.�� tet - P €992 y� 4 %J .J 140, 533-72-%4N irLop. c SPRINKLERS USED SYM • SPRINKLER ORIFICE SIZE_ TYPE , FINISH QUAN TEMP 2 110 rL REVISIONS MK DATE 8Y AM/ CONTRACT NAME: GOtiZPo +-r Grre. , F3t-flGi -7 \ ' "7 2 a G A-•-�..�,�n,-� �,�s.�� ru Mc.w t �...c•. , wA PATHIOT FIRE PROTECTION DESIGNER DATE 2004-A 48th AVENUE CT. E. TACOMA, WA 98424 FAX (2061 9226150 TEL (2061 926-2290 PArRI-P099CF SHEET JOB NO. 12-134 k KWIIA Fil?t DEPAltidint fleas* call: -575-4407, And give this job No, 72 and exact address for shall Pm, or, restoration APPROVED AS NOTED The drawings affixed hereto have been reviewed and accepted as meetiin;; or exceeding minimum rowirements of the City of Tukwila F,ir, •„ &wean of Fire Prevention. Addilbionsorr rrevii brs to these drawings after this date shallil not be construted as b it mel car rr BUREAU OF IR WP.REVENTION (f,T 0 5 STEEL Zoc5T 2_L2Ft_voR/ v j NANL,C.R. 13 3/6 ROC, $ETWEEM Tots"' w ITN 527 /''/I I /�1 j ( Li4LUJ . RSHEP- —�- — — —_4 TUN ta. QGRT I 0 NAED R /./TIPtcaL. I/z." 1L,S CoNc ALEO tAC► W 14LTC-CDV ER. NE\TO c TL.N El 1ST 1NCs o�FtLE wqU.a fLooR_ I'DiZoP GE�vniL SEC�g‘10N NO SCA\r- t /-o ---t 1 �l 4 • N • E.N-T tZF_ Co MPU -t C- 4 Plate 1W-9 // ENTRE COMPUTER S P RRNKLER- i RtsER FIRST FLOOR KEY PLAN 'TN PIC ` Sr'- ST 3 0 o G f 1 l �e t 41111MM. /Mg % Q��. 0 -{ L�--� -� ---1 i- - /9 L _r._ / -4 E.NnRF_ C-0MPu-r NPIPING N oRTN U064 9017Z2- 1 IL _4 271. I D ao ob • 7 tle '-4 1 t REw-oc.Fvv . 1B N i2S AoU NEA DS 0.11 moo ( Id 7 _ 1 6 SECOND FLOOR KEY PLAN ! 4 N o1ZT 1A EX 1ST( NI. �-I CRIStw to I N CoR-\DCR.. ENKtST1 NL. STEL S1N-115OL No -res 5 L I i♦I ©1 ,+ I 1 2/1 4 a - t 2.4-1,1 O0 �kiL1 R 0,1 6914 I °I' ,p.--.1. •t S P>_c_ S Pt« #Z 1i, C�buTS1�F_ vNtjL1.- C1=1LI1•1(> PIP►NG PL - RE.LOGPiTE. 7 1-kE-i=‘05 A pa Z \AxiaeLs EX To Rt=t`'Ngtt l \ W - 'D • - DENOTES A t/-_ ►%S C Rca_IRbLE CDNCE-ALEo l-1EAc w/ V•41MTE_ CO\tEP-. TO t 1ATCkl 7-41STI►.IC, N • - D E.NOT E..S A NEN" PENOE147 NE -AD rrTh R - IDE -NOTA NE -AD ER • - DENc7TC.5 is Eli—Si-1w> HEAD TO REIN/WO-1 a - MNo r - fa E. L STI ►.► L. P►PE ► OuTLE1- / -t EN.�TE.s R Q►P� NcaN&k-R - - - - - QE -NOTES E'$ tSTl PIP% 4C. SIZE AS NOTSD - Dt_NoTr_S NE14 PiS'►tv(, SIZE- CAS NO -[GD U013 # 610I773 F 1 1-5 VICINITY MAP N -N N 07Es I� AD n RG�..o GATE. NW_os qs NEOCZ 2) \Al�(S1�ER T1$RUBE. O- o f N Gb S T 3) V\ ATcN EX IST%N L. E-\EA?.5 yN) 1N�PE.C..-CtoNi P4=t2 TV11\NILA FIRE DEPT PLAN R'J t Ew s)s voowkl RSA lVIfl-ioN DET M CO 0t= SiSTEt"� ACCEPTED WITHOUT COMMENTS ❑ AS NJTED IN RED ❑ P:=R THE ATTAC - ED LETTER The drawings affixed hereto have been reviewej ani accAr tej ay the Ci y of Tukwila Fire DL t Al i ions del Ions or re✓is ons to t i s r r this date ‘fill v i 1 tit i t i an /ill require a re Ja-rift I of re✓iJeI Jr wings Final ar .,,fan e i Seo t) 1 11 Insdec ion by a re,Jre,t,n a i✓e o, til, dear ent DATt / Z -2Z-fen), CITY OF TUKWILA f>? 5/5 440/ • rim L -� TN 0 TENANT --S -E-- TLS ILA 91r DEPARTMENT PI', se cal 575 4407 c.r Iry his job add es for shut L. n ur re -to a407 apdrovaf % CONTRACTOR S LICENSE Lc # RELIAFP 102L1 1 i Reliance Fire Protection, Inc. 500 South Lander Street Seattle WA 98134 (206) 682-663G t Fax (206) 682-6744 REVISIONS Tel CUSTOMER G q- W Ay CORPORATE CEN-TeQ, B%-xCx' 1 .. ADDRESS INT UQBP04 't 5 $ 6 13'3x-° TUtTYst1L) WR APPROVING AGENCIES PROJECT ENTRE CO MWu-mR. ,. t SPF SPcc. 4'1 -` -c. JOB NO DRAWN BY DATE SCALE DRAWING NO - AS -NOTED t-! NYMAN/ 1Z%7/90 145 =1-0t 1 OF 1 A B F H 1 K L J .1 +:1 Oil .i1 a- 9--10� .4 101 41 'el I:1 1:1 1- 111 qtr tc+ ,11 1:1 .il +il �F 12sT F�.00cz� F 12E SP2l KJ l_L EJ PL_ A r -J O, 1:1 If) .1 If 'S1 +.1 NI 1i1 SCOPE_ Or= WOrZ.t<'. p_E.Wc:s.TG/ A -DD V- -O`› P-1 i T-1 - we.� p+JF-1 ��`t HT1 ?^i . mor -IF fZM 'Tv r- Po. ► 3 A' GAT? OF TJ I� 1i1 = �x1� I.y . lE+n►1� £-C HEp.1 �.oc.<+T,o..! l01 = E14 -+S7+1-14.71 OLTT T ® = AD/CP cl(- 11 = P1_L16 OUTLET 3i �+1"��c� �''�/E4-.C� F1Eo0 �� AC:: -4 G1T-t' TiJ+Lv.i i - 1--.== - - -- - -- TUKWILA FIRE DEPARTMENT. Please call: 575.4402 - and give this job No. and exact address for shut down or restoration approval: ACCEPTED ❑ WITHOUT CEMENTS. ❑ AS w.,F c_) I. RED ❑ PER TI -IE ATTAC ;ED 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 - inspection by a representative of this department DATE: _,__,__,_•BY: CITY OF TUKWILA 575-4407 11 JAN 1.9 iS45 s� HANGER LEGEND A "U" HOOK B C D COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J K "J" BOLT SHORT CLIP L M N P R "L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR T U V W X Y ••••-,. 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE n STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND a CC CC cn= SPRINKLER ORIFICE SIZES AND TYPE 1- 1 2 - 7 SPRAY 16 8 16 2 0 0 3' 4 17 32 SPRAY ❑ a E_J 2 3 7 ` 16 SI DEWALL 8 2 44 2 DRY TYPE TEMP RATING 0 0 cs 165' 212' 286' 350• 50C' o )Co o ZZ zQ CL +n 41, O za r 1/2 1 SPRINKLERS USED SYM S'P9/.I(LEP ORIFICE Qum,/ SIZE, TYPE & flNlshl O f‘ -f- 1-t »-L W -`i 6. - 4 GC, -/C W N? >gDDZ TOTAL FITTING LEGEND APPROVALS REQUIRED PIPE -O -LET St, CHAFED NIPPLE THREADED SHAPED NIPPLE or- TiJVCvJ11.A-- DISTRIBUTION 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 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 WITH NFPA PAMPHLET NO 13 APP'_iC'ABLE ED.TION 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 OFF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY QT.' -'- S - - 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY pi",-+ =5 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY T:Is'rS DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY A A A CONTRACT WITH S.ca-A. 414 2.C4 Lam; w:rJwDt'p WA 776- ."2 I• CONTRACT NAME: IMr>7vr✓N+:-�'- r : ITT tZ7ZO ,a,N-r $1 eas FIRE PROTECTION 2X2 4 --A 4%1 1:31-1_s" •4C_- Z. 4. 2. -,G7 TAr U✓tA y./G\ ,"i84 -Z4 1 FA.*% Z. G.1'70 DESIGNER 17A,, L+SIs'-G.K1 DATE I SHEET I JOB NO. 1- Is -75- i l OF 1 I "faleut-+ I`wtto Ve.yv, irr1eA ►est !(c4 -i :b '.. ' til-ew ��� .••. • ..A', IfL 11 D i?.. -:.R Ti-.. ATTAC:-ED:A:ETTER • l{i The. drawings.affixed hereto have been I revie `aed and accepted by the City of Tuk.vil j Fire Deot. Aiditions, delctians i; or reJi3.ons to these dr.a'wings after this ',j date will void this ac::e: tance and will it require a resubmittal ui revised drawings. iR Fin31 acceptance is s_,hjec= to fiald- ' inspection by a representative of this 1 department DATE:�v--BY:... CITY OF TUKWILA SrZ 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job, —� Ido.•• —o and ,:xaci. address tor shut- down or restoration approval, I AUG 2 3 1990 UL Mf�ti.Ir1.H '� .IMM0111111laiWiY.niIM NEMI (YII C - --�- I�E�YiI{�W MIMIC. M • • t�!)"y :1�•) r µl.. wi• _ ..2e: 4,:e':,4111111111 Pl '.i; w „lt/p:'}.3 �f•'S ,.:• .T' -.:-.,..k4. k - •; . VL•,..., , .1.... •1- \tY ."••Iw'•...•: '<A:t. ... `:\ .l t•V• ..,: , , . .. •'• -- • •, ;' itl•. ). }1•..,.. " •^^.'' .: I )w � {•�.s:fi.. .. :..yam i 14(S . iipriii Wm: _ it el ��1 . ip. .. li , 0 I Itr,^... 41ffillatiMMI ___ _ . _, ,,,,,,,,,,,„,„... ,„„,,,. 1 ,.. ,,.... .. Ijj %4jl*,rr4:.r; ;. Clyy -rr •• . • .r..t!,„.,1-4. , , 1100- 0 li 4 .! r .1 '..',.' 1 pli% i. "711111AME . • FrAilaiiiiiiiiiin i impRit . ;1 .i, iii vieth. 4:1'..,4 " :44 44':1:\ .1111 IIIII 111111111 I I g 1 ' : . 4' 4t1 1.1...11 = = 11111111111Awic...AmmumwAllipl E in t±' MAL L "414. 11110.-44r 41111110P'„..„,_.:: Vim''..:aa .� ._.... Sx� ri i- :4k',) .r.I, T::.tr . • . lip • . • �•'�11 (iN 4 ` I :,�, ,' .... . / • • •.'� ; :� .. F •;w,t. s. •. ii ''•..Jt:-' '. � =kr • diii. Nom . y r ... ill r. 1l 1Ym0 •��. 11111111111111111111111 111111111111111 • 111111111 ti 2 -�r-iriaaiiiiiiiiiiiimINIMIll =NNW 1'.17;•111 . I I imp 1,Arniammi .. II .11111111111•11PESIONMINIMINIIIIIIIM_ _ 111111/111111111..2 i _ Mrlikjan y p+�� si mom= __ . a' SOP It' • .• '' . 14N��IT � iiiiiiiiiiir' LL W11111 M11�11��{�1-I IPINWPO 1117�1�i-_i.� ..A', IfL 11 D i?.. -:.R Ti-.. ATTAC:-ED:A:ETTER • l{i The. drawings.affixed hereto have been I revie `aed and accepted by the City of Tuk.vil j Fire Deot. Aiditions, delctians i; or reJi3.ons to these dr.a'wings after this ',j date will void this ac::e: tance and will it require a resubmittal ui revised drawings. iR Fin31 acceptance is s_,hjec= to fiald- ' inspection by a representative of this 1 department DATE:�v--BY:... CITY OF TUKWILA SrZ 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job, —� Ido.•• —o and ,:xaci. address tor shut- down or restoration approval, I AUG 2 3 1990 UL v) 0 LEGEND < TELEPHONE -MUD RING . AND RULL STRING EZf • COMPUTER -MUD RING AND PULL STRING POWER -DUPLEX POWER --4 PLEX EXISTING WALLS STEEL STUD WALLS -- - - MOVEABLE PARTITIONS -BY TENANT (N CARPET ALL AREAS a SWITCHED LOW-LEVEL LIGHTING - TECH AREAS (SEE NOTE BELOW) NOTE: a = SWITCHED SEPERATELY FOR I TUBE ON, 2 TUBES ON AND ALL TUBES ON EXISTING TO REMAIN EXISTING TO BE REMOVED OR RELOCATED . NEW OR RELOCATED sleet_ 5-rtJo WAu. Ie1/ �JUI J e aT 11t1L FoArs1 TM'ej(AUU< aktd AT C. ILII 6 wf souniP SAT -r5 27'-3 9/16" 9'--10 15/16" 35'-O 5/167 "� NEW RECITErte °, BASE CABINET Vh I�r, "IJV ^`•-� t �� '-' li /P QT1.1N TER Ar.P hri ` v-rirgT GOVT. \\\ ECEPTION - ` Ec CCW-11.1'4FAlur . •.r. ii// 3j4 14.'-1 1/8" XEROX _ Lr i L 1-- CL ; -g- 1 I J e�{� L o a a i.. I ( �- =� J i-i--r�_T ';0Qfit` 1 r�0 4£ I I 1 l l 1 I `moi 11 I I ..1_,_(,--A.--.-- <1 ��'- I i 1 1 I 1 I, 1 1 I k' p ` 1 1 1 I 1 1 Z3,�y I 1g• -a'1 1 •� 1 1 1 l 1 1 1 I I I 1 I 1 1 1 1 1 1 1 1 1 L I I 1 1 I LJ L_.J-1 L -J J L_J_J L._..1 I -T ENGINEERING 12' -0' I0' -O" t, 10 OFFICE 9. OFFICE 0 II Un FLOOR PLAN SCALE: 1 /8"= I'— C" P.2/5 VICINITY MAP I de,/ ••••/...;,,, • .••••,•••••• •' I -5 fOtt rreI 10 elec. fricit ree,tvl Af1A 4,r -tr,44:44-r • midrillt-1.1..a.111•1=4L..4,:.0.k..34711111Fel ..,S, 4.4 .14 I Is - 4!.4 C1,44. KE.Y.NIAr` 01•4•11 ..a. • .• • 411•••1, • • • •-•••• I I SECOND FLOOR KEY 'PLAN • 4 1 d O Q .N oa EX- LjRoP STEL_ SW. D-atST 1)3-0 o.c-. ND H LAo12 coNcRETt- SEX. CON EP►S1S SEE. NOTES '7a-N(aNT SPAC. J er iaAU- EX% WET CIzt1asMA 114 1 sS FLbofL • 1 v � � I•j;= ti �A ‘h;'pw� • co o� .2 1 '— - E.wsT►N � 4"� cos MAm.% 0 • tJ _ 11.014onk rI L-10 t 3 to 0 L L/x/'Y 14/12-7: PP ! PLR • =NSTALLAT20/NT NOTES -1) The existing pendent -heads are 1/2" Reliable Amodel- G1 -concealed, -with white cover _plates. - Heads= 165 degree „Plates= 165 degree. New, TI; work to match existing. 2) -Notify the Fire Dept. -.&-Alarm Co. of_- system • reactivation.-- Note- system -is monitored. Tukwila Fire -- 575-4407-- Wash. Alarm - 328-1800 shutdown & 3)..Existing pipinghis -Ordinary Hazard for an -office_ space. Protection_- below the ceiling -only'. - The blind space "is non-combustible. All new - construction=is non-combustible. 4 } All -material is .FM &UJ. for ) New- pipe hangers for ., - 6 )- Drop -,heads _in soundproof room to" be install e ,,New void spacdoes_not=-require sprinklers::_ RELOCATES-' a 15 _HEADS --_ ,' ADDS- .0 :' ,'15 HEADS TOTAL REWORK =:: 30'_ HEADS st els bar :joists' d prior Itcs.sheet-tock. 1 w \WIT r A V LI - E0`• -Denotes an OUTSIDE NOTT— f FVu'tivu 5PRINrtL�y-R 0 tRST \Lo0R, \\ 1 2'j NO SCAM • " REVISIONS } . V Js _ TOMER: _ l.§ k ' CUS♦ GDR? :BM( MU5i G _ - ADDRESS: _vs __S (3 _uIL 1 ?. i :3TKI4 . - _ . APPROVING AGENCIES ' = z, _ = a : = ;._ =_`_ _ -::- ° • . = :`..` .. ; ; 4- z . r : Vie\. PROJECT; rLaoR: 1 EhttltJ1-11MP�ZUYE'('1LR1._";'==. 1 iota .. . _ a- - � = 7-v rcwi +-rl F I IZ� _ _ --_ -- = - - t -"- - ` JOB NO. -'"- - DRAWN BY:, -: ` '_ V, DATE - =-.; - =`- _ SCALE ' =' r DRAWING NO.=_. 4={- _�O111g" -1-F%_►N, _ 14_ ,l `.t1 _q_ 0 _- 1jgrr_1 -'1 _ 2OF,�i_v,`*_E _ - 5 i'l- 411111QPIM --TX: 1 piAl a_�t�� ,� M 6. , / x • ::- 14•_ o - •14 r, . �.M e,.,i _ --..iidi ,--, _ ,,,, .,._ ---- ihmh. __ /-0-41-4 • � *) y . tJ •• • 1► • _. , -----% --- ,.. 1 f 1 f ---- -- 7— - NEW_CEILING HIGH WALLS -- TENANT SEPARATION WALL - LIGHT -OR HEATER - SYMBOL NOTES " existing head toa to-- at'it's.present - - -- -Denotes existing piping. • -Denotes new piping SOUND -PROOF ROan�� location. -Denotes an existinghead-to be,RELOCATED. N • -Denotes a NEW concealed pendent head. t -Denotes a pipe hanger.- ���UNC�. PLAN £X/T J-/rgL(.WAY pER. "TEN A rr VICINITY 1 MAP Ko SC.AL.E ACCEPTED WITHOUT COMMENTS. - AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or rev-15ions to these drawings after this date will voiJ this acceptance and will require a resubmittal of revised drawings. Fin II acceptance is subject to field- inspeckim Dy a representative of this dear, rti' ,nt - DATE:%if BY:..�1�._.� ..-.... . CITY OF TUKWILA - 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. go- 3a 9-- .and exact address for shut- down or restoration approval, BILE ACCEPTED WASHINGTON WBY RNS if RATE BUREAU SEATTLE. WASH. N0V1 31990 As meeting requirements of this bureau tor classification as sprinklered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Emished Installation subject to Inspection for final acc.,.tanca. All comments and acceptances relate exclusively td relative effect of various conditions upon fire insurance rates They are not to be con- str ued as bearing in any way upon the question of whether 'due care" has been exercised with respect to possible liability for personalrn- jury or damage to property It is recognized that hazards which may result in loss still exist, - CONTRACTORS LICENSE _ tic. M RELIAFP 102L1 _ ,- -- - - ♦ - - -. - _ _- $ _ r _ =rte; __ = _ -.. �_ _ y _ _ =k-_' - _' ; _ = Rellance Fire_ Protection;` Inc. 3' - " - -__ .; _ -_ -�� - _ _ -^ _ h --_ -Y _ _ -- •a'�^_ rte Fps..., = t, 500 South Lander. Street �; = j �: -_ _==;fSeattle.WA-98134 = n -r. = e`=; _ Tel (206) 682-6636 - ` _ = Fax:- 682=6744 j _ .>=::= REVISIONS } . V Js _ TOMER: _ l.§ k ' CUS♦ GDR? :BM( MU5i G _ - ADDRESS: _vs __S (3 _uIL 1 ?. i :3TKI4 . - _ . APPROVING AGENCIES ' = z, _ = a : = ;._ =_`_ _ -::- ° • . = :`..` .. ; ; 4- z . r : Vie\. PROJECT; rLaoR: 1 EhttltJ1-11MP�ZUYE'('1LR1._";'==. 1 iota .. . _ a- - � = 7-v rcwi +-rl F I IZ� _ _ --_ -- = - - t -"- - ` JOB NO. -'"- - DRAWN BY:, -: ` '_ V, DATE - =-.; - =`- _ SCALE ' =' r DRAWING NO.=_. 4={- _�O111g" -1-F%_►N, _ 14_ ,l `.t1 _q_ 0 _- 1jgrr_1 -'1 _ 2OF,�i_v,`*_E _ - I; X,. 4 5 7 10 14. 11 12 14 15, 16 va ai„wo'r 411m, ' , M M I 41.-0” 8 % alo GARDLIEE. i Z2-00 4419 g ,ADO (14) iELoc.,A-Tr (1 1 1'— GO ' 4373/4" 3e- 4'V4" 35.- D" ' 35'-0" IZa-o -NIS A Q r4=.„ E -D o Pizw - a Co h soo 11'- t SC.1-1 O?>E fL aG� ,5) R.0(4) � 1 -o I. O 35..0" s'- 4a/Z 10• -'rye 35'. 0" N to 0 • 1 N I'/4 S I /t a 1-. ) 1 • 0 it V/4 I'2 41 1 1Z-0\ 4. 1 _ 1Z _w 1)H14 Af=.OIs.tteup NYn11.►c V a 'SI CA ,1411 TOL) 0 in r1 • I2 61 Jaz 341 0 • 12 41 .41 0 *11 0 500 I V4 0 11/4 _�) AFF 13c10' Q'-12P\FF 1 61,4_ 0 T � QL 0 1 I I i'/z I-7..'-----4---------ill----2. ,..'I I -tfl, , 13 - , 14a C. 1 '_ ' II/L -' ` 7i7,00 -----T 1V4 s'`egs I .r= 8- -T , - 130y (30 �- \ I T L co 1-0 -I. a 1,/z 1 77 w , F _4157 F 0 -SD AFFt / p u. _ G„.c y ,..•Co • torrmir. Iz•G A .IF IS I 0-1Q'/r C30D ca as- - ,159 0- {O'/ JOV kFF .- (300 • 0 _S. R 1CaR,'� F:. 1.41_ • I�?O 1Z QI =10 L ENV, • If) 1 -11:L2 7IZ' g Icflit - - - ',;-'?' -----Ar , --,1, AZ- - i my, , ,„,_.,,_,_ - 17R 30p II/z - —SITtz Ay 1-0 (12 19 2 vz 111 tfi- 11) Ito AFF AFF 1-01 ... :4 Cii .v-.,- .0 ' .. / IC AFF o v t_o ,./ , co .- g• • rio • -7<-‹ • V/c. • • AFF 1-0 ,\ (A(l.), Viz 0 -10 • izt I- to eD • • • t3z)1:7V C '* t .'*‘' - Wz la -Tr N.. __:....")(.:4 ,,.."°]"1-.?- ..›....''..N.1.. --c -'1..‹.-- 8=0— AF F izra AFF 41N_ tA 11/4 "EP AP I \ '''' .., , .. ,,,,, --4,,....., i --* th,,,,;,,,,kpL_,I,,-,_,,s,?----\\, ---)--2--- : ' _riH-, 0, , A ) • • 41 goo 6-5 TENANT- AREA - 20-7 e 2 k2. ,a!r5oo .rF• • - 09 OIZX 2 3 I 41 4 0 a 1300 YDRAuL1CALLY MOST DEMANDING AREA ti SYSTEM DEMAND; 11 36' GPM REQUIRED AT .7 PSI AT 1'1 BASIS OF DESIGN: DENSITY OF Q.:13 GPM OVER ..'el,C./C) 5 • 9 10 COLD CANOP PIPING DETAIL A5 NJOTED to I" PLtJC2 o 'it Z140 1,rJer 1-300 'SECOND FLOOR PLAN 1/8"t1 co s.p.„‘A/. r.-100, 0100 RECE. SSEI=) i i'710SE. CAE3INE-7 DE:TA IL. PIPING DETAIL... NTS 7 9 EIJ 11 NTS PIPING DETAIL_ 2 kf, 2 ;1 a NUT wASHE.R 111111MM141111ieliMIS11,11M11!,1 Ain • eVz" SCH. 10 PIPE. 4° rIAiN R OP NIPPLZ6I-ONG \d/ DROP DETAIL NTS • 10 11 12 - 0 1/4 • 0' • ILE ACCEPTED WITHOUT COMMENTS. AS WirED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviat,ved and accepted by the City of Twirtvila Fire Deyt. Additions, deletions or revi.ii.)ns to those dr,:twings after this requie-o re:Aub.rtitt..)1 of revised drawings. Fin t:.)tt.”-rt.1 is subject to field - CITY OF TUKWILA 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and t;x4ct address for shut- down or restoration approval. 5) PAID 5PxzINK.L.E.R PERMIT NO, AAA HANGER LEGEND "U" HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ft MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND VICTAULIC FIT FSN FIT PREP SHAPED NIPPLE HOOKER MT MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE PIPEOLET SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ZF n STRUCTURE TO , CENTER ...A-1 LINE OF PIPE IN INCHES SPRINKLER LEGEND CC 0 Y cc ORIFICE SIZES AND TYPE '1 'SPRAY 17 32 SPRAY a 1/7 ' DRY TYPE TEMP RATING 0 165' et 500' crr ix 0 1.0 a. 1/2 1/2 1/2 SPRINKLERS USED' SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP 5,3 165 345 1-4 TOTAL APPROVALS REQUIRED DISTRIBUTION VA \es/OR.rlook Cr QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE 117 i APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 AAPLLPROMVAETDERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 81' 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•10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE' 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO v 13, , AWNITDH3N1F3PA PAMPHLET NO 13, SECTION 3-15, BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3•12 PIPE AND FITTINGS, THREADED AND WELDED SHALL 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES 10 FBUYRIPZI-(1)PF,P4t AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 8 ASYLSLTWEMIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE F'ROVIDED 9 PBAYINT?NTGHOFEPRIP7 AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BFRYOMIREHEZEINR/IN AREAS PROTECTED BY A WET PIPE SPRINKLER PIPE NOTES GizooP- REVISIONS MK DATE BY Eir Pep t SI 14) VI *lig 0 3-1410 A A A A CONTRACT WITH' cdTACJTEWAY BLDGi#7 12720 GATEWAY DR. _TUKWILA, WA 15 WORMRLD FIRE SYSTEMS Ceoc.4) 46,44 DESIGNER DATE SHEET 16 JOB NO. • 1-5 VICINITY MAP 1-5 7 K-4 6 1✓G 4i F.r tib 3 r ►'J"t: 4 (L4. r,et-: - 1- r i.tc ;t (t,of Lr!4{ t `^ ' . iEk )- -u Ci7L • I 3 LItLti 'IAk! j {i. • • i • • • • Kr • ft... ram ._›-, F' 1. U'4.- ed—rt 7 t ..,- ., 11,_1.--r.:1--c L,P-..{:->;-4-;r:-- L.. --41.i =----- tAi-;-._:::i_,L;r-,_ EAT -r 1;\ 5�if ICJ II-Jev+i 'y&, 'JAM:t.i f_x twj1 it. (..cr j' (+( Yi t . _ F% •- r i _`J • '- cr F 4 '✓ ?,-/-7-1 1'13 es • r Ji. GROIN ./.• kais. TaANFT 11"'WovE-reian yr FIRST FLOOR KEY PLAN • • I�r 6) rt� -41411111 ME IS. 111 min 'n\ MOE M6I1 . * ▪ _ rrrrrrr�■� - 11 - - 1,1 r 1,1 I 1 -- 11111 11-1BILL G>'!L✓ • !'tom .;. DT : frt C w `moi ',: _ t''c, /7 /, • ". eCt : i. Ft CZ: t --, 614. f :L4 r I 11 1 11 11 II it_ • .� . • A co 1-tA G - =at=tr tom;-�':tz: r tv LIE'J I. 4 LAR 1 4 tit CEI Li IRAN >..� ; '451•. 11- a. NOTE_ '• '---- - 11 I: - - - - + - ,. - i -- i iU ,. rI ` ' ,- m -' • ‘" -41 rff ` Zi 0 t !., t A. r 111 a 1 L.,,1. I W: 4r t3 l 1 - ] .t ' i 3 .3 t rr '' :y 1 Q\ , ,' `� 7 , ei ,�\ Cl r'•-►" r--- / mei v 1 it U 1.-\,-- !--. ,..i.t-.;.--•,i .A li .4� . 2iI-k ExrJnI 3 cEItJAJC- c1K1�i MLw7,1 P_ L -a .J TG TFLA-1 f= "%^/ 6 i Fes+�. f'Rr d c4_4• raP ; C Y-I.+tors. ED iE1TI J.� 1 • 1 • Grk„K / FL=�- R =ter .4_ t;c rrEPS t„,„•<:‘,.! T t 01..4.-07 _4-467!.:17, 1 h. I --1C E L. 51=4 C/ S-TN.% C.2 Itl-'(L. -P- 4D 4 t - Y -;- `T_ ?j r-• { I! 3-11x 4-- - ._ t_ --4 t •t -- r --i I x 1 % - f/ ,•- 4..4 ✓ 1 i r J✓ "4-0c7; ,, l!EI$J -r- ii =►JL. 4,51 4'' %i_ -.G ;F . 166 a- ----` -=jai -E- -1s i'rJ.. Teft'YIs; ,� - _ nom r„.tit 6-;/,- L147 iti l'` ?L`A _:. ='-I' 11 • IL 7, .•:+. 1` ; Cl J�r�ET i-:iLcFtr= Fs -6E1 ', "7 `13', I } J LEGEND NEW Slim WALL TO UNDERSIDE OF CEILING. NEW STUD WAIL W/SOUND INSULATION FORM TYPE/CAIULK @ BASE, 2'-O" E.S. @ CEILING W/SOUND BA'1'1 ' . EXISTING WAIIS . L EXISTING STUD WALLS. EXISTING DUIlLEX OUTLET. EXISTING TELEPHONE OCTI'LET • EXISTING DOORS. ILLIASINA'1'hf EXIT SIGN. EXISTING 3 'TUBE FLUORESCENT TO BE REMOVED AND STORED OR RE -USED. � 1 { EXISTING 3 TUBE FLUORESCENT TO REMAIN. }C� NEW OR RELOCAILD 3 TUBE FLUORESCENT. DUPLEX OUTLET 120v CN PERIMETER WALL. %ALL TELEPHONE OUTLET, MUDRING, CONDUIT, & PULL STRING-ON'L.Y. DATA PHONE. ❑ rA.x Ltr•E j r. ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED o 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 inspection by a representative of this department DATE:/LL'4/4t2 BY: ,..S e6/2., / CITY OF TUKWILA 575-4401 0 0 • rL cry : ,v= -r ►. /pi,. em' -4- 4 f rj k-rF G SY?. +I` rEiUtG :',&- K:_151 " . V.:. r.`1, - ILA' 6:c,l;s.t: t.;t:-moi % f'= -•. �-r - - • I, r 14 f ?° 4 . c.. I..Jc p rrif-V , M{1.:. • r-4-TF�, rr.: �tlTT7, R t 11-1F%►i LCA, L 1KSC`T, thtGtcE •'/-4-E-%. �• r / �.., i - %f — e,11-1-1'4, LAft=C T, 411rr► r 4 T, . - r 1-G C"---(>44" : ,vim: l:t� 'r v,",--1 a t '/' J "P;;•1, rt tijE !frF^ •f✓ --- - TUKWILA TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 94 —33 3 and exact address for shut- down or restoration approval. 141 -gid FLoof - IJ'�# \/ f 1l ``,,C, >;t 4, x �x tom? I I.Ic 1-1A ILL_ 1 ,✓`" � L ; Pcj' - 11- o" W&*rt Maik 1253 S..ladison 3¢aN'fr, WA- 13IA4 �a+u� Coo Ofr Wg'l -8m4 ,G 12?20 &ahwo='i-Pe. Tuku,ila g816g 4 r • ti Z 9 5 4 *Motu, 6k'e61'5-►6 kornS - si tip.... •-u•.xrc---.s-i.- _k^, m., r • 7i i rI ` ' ,- m -' • t_-_ 1i ' - -7S? ` Zi 0 t !., t A. r 111 a 1 L.,,1. I W: 4r t3 l 1 - ] .t ' i 3 .3 t rr '' :y 1 Q\ , ,' `� 7 W ';-`. •'6 c+ ,�\ Cl c ..1 ' mei v .A li • ti Z 9 5 4 *Motu, 6k'e61'5-►6 kornS - si tip.... •-u•.xrc---.s-i.- HE COMPLETE LINE/ 116969 -7=74"..... will result In Improved [ales. ptsoce . construction occupancy snuwn thereon. LI taitapation aubject to irtCt;an f W sheet(s) 011111. °na as ed on the a ttac r[ubmltted Ism for Arteptance applies .to plans '^ •^•*.... { comments and acceptancesorel. various conditions upon tire insura !trued as bearing in any way upon th Thas been exercised with respect tq __ t in loss to y. It is re fury -0r damagep pert y. s ltil xist. tr" .... i o-- ID' -0I' —. 0 V: A 6 e exclusive I e rates.. Tn c?Qu�y on susi a Ii gnized th ed to relative effect of y are not to be con whether "due care" lity..for personal in= hazards which may T EX15711dL-. ROOF Zx4e L 04. On 4 x14 s E Y ISl"f Mt, 1...11\11...") w us/ UHT 1L t.17-5 j ntw PtPi; RECCE Et) PI~t OFtJT NEW TBAft. 51/SP, CE /L/ANA 1Y2' I65 - CHRUti I KE(f 5SED PFA.If>1"V(U NFL/ I NTF.1C J U %' PA I TTTIO N t Zk4 e /L .0.C. w/ s/S GLuf, _.._.._.,..__.....,._.._____..._..._._,,,.__,..........�.....%� G 1415T. (0N[. SI A8 3/8" : i1- v O 0 I 91-0 UN LE 55 N 0.71 1"` oTH F IZIA..l 15R. R.E FLE (TED :i 44/ E)LIN(. FLAN 1/g STATIC FLOWING G.P HYDRAULIC INFORMATION RESIDUA P.S.I THIS SYSTEM DESIGNED G.P.M. OVER THE HYDRA R E SQ. FT. WHEN SUP D WITH WATER A 33J S E HOSE INSIDE HOSE E BASE OF RISER SPRK GENERAL NOTES 1) INSTALLATION TO CONFORM TO N F.P.A. # 2) ALL MATERIALS NEW AND U.L, APPROVED. 3) ALL WELDING PERFORMED IN SHOP AND IN ACCORD- ANCE WITH A.W.S. D-10.9. 4) PAINTING OF PIPE NOT IN CONTRACT. 5) ELECTRICAL WIRING NOT IN CONTRACT. 6) EARTHQUAKE BRACING PER CODE. 7) USE FIG. # 401 POLISHED ALUM. CANOPY, U.N.0 #1 #2 #3 #4 #5 #6 #7 #8 #9 NOT 5 0 I o N FRDM 3 CH8 55M111\1�` -• 0 E'- PZ.- 10 WALL Of'frJifJC, • r l "z -A /061 k. ! f t! IDDM f1C,J. RACK FRONT VIE. L) N 6511 C A [P 11\J E- DF TFF 1 i. CRUICER- MOD. * Z312 5E111. f FL( SFf) HOSE CA/31AIr WI I1/2.' AKIALC. VALVE f IUD' I.105E. RACK ASSEA'1/31. Il 2.41- 4 STU/s/8 ti Y/3 f3P SIDE. VlFLO % Iti to we 2 f, FU L HT DF h'I l S I 1 L ViALL 5 1 r �w o-ta p�; , . 4 2 I 2-9 I°YI 3-qi 013-10 1 1)( s -a 'r i '' wn x� fzc. k ‘-°" ;Is Afx B Lav, .0I 0 -Ib 0 0 qo z-10 0-fD — 0 D -10 — �,� -t5 0 to 3-10 10 -II 1 I 1-1°2:6-k 2 0 ;•,.. 67,10 -I0 r ORDINARY I+AZARG P11>6. SGHFrh ULE . 130 5AI., FT, Mp.X , pIER HF_'A13 2) Co' MAIN 44A1(-,5, 731 4nI4 PVRL.1N5 l/z"EYEPOi':, t 1<1N(, W/ Iz x 3 LAC, ( PRE DRILL 3/B ) PER NPA % .13. 3) 3" f 4' MAIM WI 10(--,S +'TD 1»d4 PURLIFUS f ALB w/11t!ri 3/gEYF,k)t R1A/A V•tx 3 LP6 LPRil'D10'.1_ 3/8) PER NFP4 47 LINE.5 HANG, h �F-;r"14- PURLINS f GLr w/ # 4- 3/8 S)CFL 8n. LiKACkF.-r, ROD RIN(-+ L.A/I CPR(DP-ILL., V4.») PER NEPA IP I!. 5) I'1AIN5 ARS. INP. 131..ACK 5111 , /0 STEEL. ; !o) LINES AZC IMP, BLACK. Sal, 40 6... TIIKE11O(,fiLli THiKIWAL.L ST CI— w) L/15,'1" IRON S.4Qf G.1E D F iTT)hl .,5. HANGER LEGEND - EXP. SHELL, ROD & RING - C -CLAMP, ROD & RING - POWDER STUD, ROD & RING - ANGLE CLIP, ROD &,RING - L -ROD & RING - COACH SCREW, ROD & RING SPRINKLER HEAD SYMBOLS • UPRIGHT ON LINE • UPRIGHT ON 1" SPRIG UP (8) - PENDENT ON LINE 0 - PENDENT ON 1" DROP - UPRIGHT SPRIG & PENDENT DROP SIDEWALL 441 . DRY SIDEWALL - DRY PENDENT DROP TYPE UPR MT DEGREE REL t -.1A11:6 LINT.' 121.0't Ari' QRDPS lac 3 -6,. -/Wilt UNLESS NUTF1) CTl ire. (47) h.3.6 (l2) Iat-Cv 1.l1 h LIN DRO UNL C 11. LINE , 111.0`4 AFT: lx. 2-6/I'c . ( SS N0770 L?T�I(Kk)l.S lx 2 -Co 0111, PON. PLS — — -- ExI5TIN& PIPE NEW PIP O EXIST/N4 UPk1AMT 5P INULER O NEW PFNDE;Illi RT.'fC5sfC/ S RINK( r? 0 Nr -LO UPRIhftT SPR_INVL.ER. , FINISH C PRIME REVISIONS O - J ACCEPTED 'WITHOUT COMME'ITS. [] AS NOTED IN RE.) • PER THE ATTAC;iED 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 acceptan .2 and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department TUKWI&4IRE DEPARTMENT Please call: 575.4407 and give this lob and exact address for shut. down or restoration approval. DATE: 90 go BY: CITY OF TUKWILA 575.4407 TSE FED 1 5 1990 5 ' :-;ri: i. E- b ECM FEB 1 51990 TRIANGLE FIRE PROT, INC.' NORTH NORTH ..-wALkEI ,, BLDA #- 3 L�/ITf. WAY CO Ire. 4 C ATRIA`/ CORP. CE NTE11 MU. it TRIANGLE FIRE PROTECTIO TOTAL SPRINKLERS ADDF.b, WA. STATE CONT. LIC. NO. a ryrwp, n* WV, 4,4I,nNo n+un^P n „,Vwrvw�r,,„q"Bdnu, njt pr, Ilhw�. yam+�rVoroe� 11 12 13 14 15.. 1 10: 41,1. Mr+itOo r 6uir* 10 �, INry,nr fpr irr,o nl. N In 6 0 N 0 M H J *5 11 0 1300 (3©I u- I'/q 1Z -Q • At - 0 I1-0 W4 z -O P0 35R 0 t b , P P I'/® II/ 4 u- 0 IZ, Z IZ•O - 1`/2. ,F? 1'/4 b.. 1 11/4 0 / 1Ya..-. QOD. 13 -3 RUN r1AIN DOv:/N TO 4e poo (.....RuN uN1DE.R DUCT____.. a.... r l l- 0 1T- O- Z-40 11/4 11/4 0 d• 11/4 P q, a ; _, 11‘; .. tI0 / N P �p r O - `J 4 Q1 0 0 9 0 414 Pr4 +14 0/ I t.;,0 300 13Q0 " 11/4 0- 3 500 94 SZ 93'.7x/4 2 10.0 1 - 10 LL 3C,- 4V/a „ Z'- O Ivt, 8 -Co 1•- tl: r r1-- 600 e,,0 ; 9-0 yFy /0 I / 0 rit• IYq 11/4 IZ-O fe I%A - 0 I'/.4 .4 41GL 1-0 EL as RM DI y.,A .. ,.*7‘9,71" a.a.11'1'1': 4.46 ' .ci . ,A . ® 4 Z7 -IC? ```\, IO .. RED 3.9 4 1 , 0 / 35R, 0 Viz p P I BOD F' FIV4 0 w '/z ,p- ,.9-0 ►- • /t9 1-1'%zt' b T'f P, P 0 300 i!/4• 1 l *a— d 1.74 T Gt.-0 q„. Co 11- 0 39P-- !viol 1EN5- 102 I1 -0 11/4 I' -D -J 0 I 0 0 ^v , 14,41 0 351.0 -1 cv 3 S- 0” I Z'- O 3'- Co ,- 1 O'- O 35'- O —. • 0 Pe N0 -- 0 U F _ •�_ ._ G1 4 11/4 1320 13 0 42,1 4Z EZ ive 0 20 I 0 41, 1/2 I • 11/4 0 0 • 6) 0 / e„..11/i.:- P::/4:-, 12V/40 , 7. :4",11,, ;9:: , , .1,/,. „ , , O Lz., to-. ok 34 1/4 IY4 IL- / 0 SToessI 7-3 lo 10 NOTED AF F to 9 0 O P1 o PO ^1 0 0 4 Fs n• „ .-? I 471 I ENf'-N r AREA— 108 Co' 72 K 73 sar 74 i I� N ~pN 0 -- ..., _�•, F a O F0 II M N '44 IA „ M rI 1 fn — '1' -.a II / G-0- -a-- 1- Z. Co -t0 - 9 f ,F• FO -...„1 4 o F 0 1,0 CQ.OP N/1 PPLECLONJe? TYPE F F -7-riP. DROP DETAIL / HOSE. 11/4 F IV Fie 0- F® m ' N 9 l�► n .,4 6_ / 1 / 4.i t.0 11-- m: rt, _ 41(4 419 9 O m. O 9 F1,100 O." 4 a 14 F ft, F P F 0 ly'-0' JJ\J 0 1 N 4177 +u1i4 1-6A 0 38"4 I z'- 4) 1'/4 y/A D IIx 10-0 a )12, i .4z - o t/ 1 0 1 D 0 cp 05 COLO] C..NO2Y 00 A • HANGER LEGEND ' A COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SEE DETAIL. FITTING LEGEND VICTAULIC FIT FSN FIT PREP SHAPED NIPPLE HOOKER MT MECHANICAL TEE PESN co ti H 111 Ii ilkSZ )= i Lip.T et —40 • - (D 1-0 PIPING DETAIL.. 2 RED 411 10 11 0/N 11)1141011 5 rts PIPING DET, II NTS 2 ts SN TSN ZF PLAIN END SHAPED NIPPLE PIPEOLET SHAPED NIPPLE THREADED SHAPED NIPPLE' ZERO -FLEX GROOVED COUPLING + 4 . WAY EARTHQUAKE BRACE n STRUCTURE , TO CENTER • LINE OF PIPE IN INCHES ' CC 0 4 SPRINKLER ORIFICE SIZES AND TYPE 17 32 SPRAY DRY TYPE TEMP RATING Sym 0 165* cc 0 om 43 o op 1/2 1/2 SPRINKLERS USED SPRINKLER °RIME sin TYPE FINISH rJ PI PI NG DE 4;:itittia Stitt SEATTLE. 1e4 ASS. sadbottiever, MOO_ changes or lions ss recommended on the attached usuboutted sod tor construct occ thereon. BMW ttinoetation sublect to I to not acceptation JUL '310 SY „Aric,ocoolents ottd acceptances velate exclootely to telativ• e effect of • IQUALITY CONTROL BY O OUAN TEMP 7 14,5 APPROVALS REQUIRED DISTRIBUTION DATE APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY DATE ACCEPTED WITHOUT COMMENTS. AS NOTED tN RED 1.,0 PER THEATTACHED 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 2tatd•tivill(Void this acceptance and will -rettiiirerireesubrnittat of revised drawings. Final acceptance is subject to field - inspection by a representative of this CITY OF TUKWILA <-1, if trA 12 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut. down or restoration approval. GENERAL NOTES 1 AAF,LLPRONAVAETDERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE. WITH • NFPA PAMPHLET NO 13, SECTION 3-10.3.5. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE' WITH NFPA PAMPHLET NO. 13, SECTION 3-15. . 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL .: 5 PAINPDIN3G-13SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 31. BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS .31 2 .1' 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 8 ASYLSLTWEMIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 BFUYRRoIN7_,G HOFEPRIP5E AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED PIPE NOTES REVISIONS MK DATE BY A 7/7 A A A A A CONTRACT WITH: dAtNEAWAY BLDG. #7 12720 GATEWAY DR. TUKWILA, WA TAT WORMRLD FIRE SYSTEMS 13 14 DESIGNER 1 DATE 1 SHEET , OF -5 zio61112-c JOB NO. 16 I TT iCtAftwAv coRP cm 1 11110 Cuiaoa( De 1wk11VA Lv ,VMIllI1rbN ALAit" ILLS S oir t 214 q 0 .spAskee • -door W.W.,/ 04 iil‘trolS t• Azishs<5 fremst**itti. 0•4 ....TIM& 1.4 �TT 40..1 R OS T ICr40.1 I r 111.119- 114-710.4 440 1.4A --- V. 1.4 orr 0' • ACCEPTED a I , )3 WITHOUT COMMENTS .1. El AS NOTED IN RED Ej PER THE ATTACHE CI LETTER:' The drawings affixed hereto hilve been reviewed and accepted by the...city of-, Tukwila Fire Dept. Additions aeletions or revisions to these drawingsVter this date will void this acceptance and will require a resubmittal of revied drivvings. I. I Final acceptance is subject to,. 'irl -I- ,1-.€.1.1 inspection by a representativert.r. department i ;ISA coe..k-r Arv•V Memory' I - • 4 ...is-1,re cz-r- .......nrsz rit0C Cfs. NIKO 10.41 4 'r.a.oev /,•r, ) sek vimntv '90 MOOD, PG c.en kerro-rz $ *.c I ...Jo. " 44. , Z2U.• -r ,ostwrri, DATE: BY: CITY OF TUKWILA1.171 575-440/ ; !IL ' TUKWILA FIRE DEPARTMENT Please -call: 575-4407! I and give this job No. and exact address for shull- clown or restoration 171)-4-143i. - — - - sr' `-•••••1: L be; . 011. vlf-Nr!Zra Jy _ _ 4' — ( k.oozs 7;.J Z4 0 I- \ < tr,OJTS ) ) Z9,- 91st Ecprip FLOOR FLAK] ,e• FP 4. 1114 - - .,; 0 - ILL 71,44 f 4,4 104 7,1...JC, 1.0DVICZ GO.J.$ LAS: C.0.1 Uri ii&ZP-AOF I rIASTO a *.o AJ ; Z EA 1Kice LA& QS'' -6 'rat -„, 4. ssic..•••• I - T f•.,!.---------.„.. Ise czo-i.,so " 4 5ii,:,' •\.'• '•:.. ; 9ZZAZ. Za*al I 41_ 4e, - , - .N • ; \e" 4 -64` cr.-Kw-1AT <17, tz 0/F.r IT.0 1•44f..1 -.i. c, -mi /111 F5T fLOO FLAW - Ti f t a:- 1. ,„1 8 ••..* • ail\1 Ar A-2 4 1 T T /A1wAI cDRP crrt. 1 12710 tii twa y it&vwik fdA Drdwr by stag. Cothi 1NkSNtNEnTON uutru ass 3 S Jet e.Ir sett,. 5c&4F1e 411411 0 -Sottakt4 (1) • = door holativ 04 = H•ras reM. P►<I N DIS Eh1�.�R. I IsT11. 6 6sr R.cc:t 1 1 • `x'7 " 171-,1 5�-a>// 1701 TTH a oR`' . =1zog1 04/ MAGH I 'Je 0 RO S1 73a� [1513 CC) 4) 44 0 rtur,rt•ir ' ISR\/I - S pecvive rote adse.44 LAB CIeGIJ1T aga*ICVIC Box 1 1-1AsTE-0 eizeAKtm [eo AMR Z fag LAKM 20 Ak1 EA, (IIJD .N • rt 6P LICiNi1NG) <r..Nri D fav 1 DE Fa K• aAGI• 1 LA Ia GI124UI1 AKI✓R. 130X 1 MAST Iz 51REAKg-R Coe> AMP (L -I IJ BizaAKE R ZO #'1R EA. FJG�PENPriNtr GP 1,6HTIF-14 sw<STI1JCa s g it 0 LAt3 jl03t -p 13 0v•N-t"Lp" 4 0 t9 ECONSJD FLOOR FLAN PROJECT NO. 890'5.,r DRAWN 6BY G� W N CHECKED BY LU Pe C , IL K. N 4.1 - l't to 10 el Q 1 oL 2 $ L) PL 2 XI re E. a w AL Y o ii of LAI ~`o — ti tl-?`41W-/-114- N N A !- t m ,_ N a A 73a� [1513 CC) 4) 44 0 rtur,rt•ir ' ISR\/I - S pecvive rote adse.44 LAB CIeGIJ1T aga*ICVIC Box 1 1-1AsTE-0 eizeAKtm [eo AMR Z fag LAKM 20 Ak1 EA, (IIJD .N • rt 6P LICiNi1NG) <r..Nri D fav 1 DE Fa K• aAGI• 1 LA Ia GI124UI1 AKI✓R. 130X 1 MAST Iz 51REAKg-R Coe> AMP (L -I IJ BizaAKE R ZO #'1R EA. FJG�PENPriNtr GP 1,6HTIF-14 sw<STI1JCa s g it 0 LAt3 jl03t -p 13 0v•N-t"Lp" 4 0 t9 ECONSJD FLOOR FLAN rt, • uu:d4'J IIT 41j4E17JY+11 1444 N' f 44'f1r11E4Sfl' JvIryµIY!444U"E.E,EWAtltt(v'P WOE, olk'u14+x *4 `4+.ivdll 4101 IWWiaih.n 4,y4 r_d Ww.iuire0r4,I, Y:YM14SI . t.nr 4' kd W Jm krYn 4{4 It nx11 vp 1md„F.An MII r4.Jd4.r"4"M+W.;4e Y ,, Mr4ir4J VxaA6R'M, v#: ., 44 ,4,rz 11rw.IJ 1,4/r.:CiK t.4,• 40, General Notes: 1. Poche indi+�ates,new broom finish . concrete walks (see rr Walks to be 5'0" wide; 6'0" wide .• at vehicle overhangs, otherwise indicated. 1.•'' Parking should be setback elevations. 3. The International Handicap white on appropriate stalls 4. See Mechanical Design Bu information. 30' from 100 Specs). unless year floodplain at 13.2' Symbol and word "compact" to be painted in Sizes as required by local authority. ilding Drawings for related mechanical . 'See . Electrical Design Build Drawings for related 'electrical information. i . ,See Civil Drawings forrelated site information and building location coordinates. 1L'e1 G11.0 is 1 P9.GT/10 ALL• 1 A 4& swgwicaS i+1JD vElrai�� No>z I zas rbL cowrhoL o me Ne,.1ONs . . All exterior light poles to be located 4'0" minimum from edge of curb 1/2 (TYP•)� . All curbs to be extruded. See. Civil.Drawingsr`,for typical details. • Fire Lane (No Parking) markings are to, be provided as required by local authorities. r{ Or ever,�si l result in ono.o, u11 � � linAt d a tot cone of n 1 .rrY tallaed and . t to ,r,.i;err ` r ' veldts 9K Sws jay not ligneon s�rh1ec e tate:. ther • tnn ati and re insurnoc ar rates. .. p0er 1 r tat ro map °ribearing in a ! way uo ectotlpe Ot,S lthflr. "tidy ter ;onstr Oa as e to oitxl with tit Is r oFpKKad that a'hasbm,itetoV�DartY� ivy or mot in t -F-F pL..ANT IMoi\IuI./sUr cIC 10'X L=oAPH �ot.I� FDA.' T 4-" IrLE.T' . D, L.oADIrG�r FA OF- C-UIzE5 IN i 1NT o - STALL. (TY m *.�+�^1.•..`?r' -x. r*'.%;'^*' � t^" ''rnN �^w, .r.:''r �;,>. t, m,.lr��«•r�,y ateay give R11 GONG,TO .,Ay AL.t.- WHE=12-- -SHOWN e.x-rg 2 2 GONGr 6,U1rYf i 1STI UGC INTIMA LI 4-10LE- L.. ("TY P) WAT£-Q VALVE- SYM50LeNP) P.XISTILI(4 Yes ACCEPTED WITHOUT COMMENTS. AS N',)TED IN RED PER THE ATTACHED LEITER wsi• b Le// c, ,...., e /3- a r e irt rr t.." 1 :7C,y/ c.'s e i/A e Cl -6y ./t< /<w!°74 Pt l r, /4 T ,,---ol,"//0 YP 4/ Ths drawings affixed hereto have been I"evir�' re4 an aocepted by the City of TVIVIII a l=ire :Dept. Additions, deletions or rii.1. !Mi to t"a ss drawings after this 44? „ttt x:•11.1 roll a :c,.,?tance and will ratajro a Es.1;41r+ilttel of revised drawings. Ith4I A:rtt ,tt4n.ae Is subject to field - in,, y •4',t;iti v� a representative of this dt CITY OF TUKWILA yr 576.4407 k'4, 0 Q `,.4)1 3 1986 fUKWILA' FIRE DEPARTMENT,' Please call: 575-4407 and give this job No. ° s- --/? 7 and exact address for shuts down or restoration approvals Al ',x,N'I. ,+ 44 ,V t,•0•,, d� 1 4 Q`i'M. hfVYr VEIEEEt1I'�"11u'kMrtinYl ql CbM11"E>y m WYEE1,11 A,4"WMYt9V.:;1WOY EEPEEK w uu ..wrl,v'nwrur 44 F.1101,' EEE ,swim, mn ,W.4,.wI4Uu fYlr ui A,W.I.,1 L.$4r4"4wayl�4441/1 1/ 444 w0.I4/004r14t Vhff nWllY.4/4/9.101 441,1/14 .4a 01.141, t,ta,4101 1 �� s�r>�dir��ulr�9r�4�t�Y r19tir,w,R �aWl� .lr>t u�ln�a� '� �tw@u. Iwrk It • rG r • r^ 4*, 00 rch tecture and Planning • 1��p1 tiE,E II r M..�. J1'�ILL''�y�ti� gowie,1sI<~ 1i 41� Leason Pomeroy „ Northwest, Inc Royce t Berg:INA:SI President 1127, Pine 4. Street,q,'Suite X300 Seatt e WA" 98101 (206) 583-8030 ����^�`��x r�f�����it '��i��'1r x:15 ti 44/ DESCRIPTION DATE', w1EfeIczv5Iokl gVt(olnNro 6>✓4-4e-41. I2,rior�1� CONSTR.UGTIDN COQ e.rt2 UGTION CO1 2 EC1' 'owe {1Y q -II -a7,. 4-.1(0-8 • 4 -v -a5 '7-13-'88 s 141., ON, , qs r1il+.i &140.t•Iti, �4• two ;NV 'ttAtte0,41; JOB NOI 8 6 DATE 70'88 M}� ,rf CHECK, = j4.a: oY, 1t! a� sa, r,d�,rldti>Y4,a al4x�f. C. 11PI M11 v Y A 4.4 • 411411 AVM. WOW um 4'41144 91, WW1 WO IOW 044.00. • • • , r r' y G! A A h � ,P H �( r ,",, tJ 1t 4441 } • ,r 000 • • • • • ,no r, Aur Jk • • 41. • • "Z/77./RE CaliNeC714W' • • • rr 36, eiroRe • • P/-4445 IVR et2A/T/n/C/4477eW • • • IZ Mar STP /Zee Y•0•47/9N7 • • /S1370.0/647-eR 1/4L1/4 - BUILDING 10 /244/1/5 FOR • F.F. ELEV 17.50 see/Pfeew,i/v/c,it pr/94/5 lit1/40010 $000 01),0 isSip bowevel, system changes or addnons as recomMended on the attached subrcntted and tor construc,ton and occupancy shown tneraott crushed wool at Ocoee to ptooefty ts recoszotted that ha•Mrds which me C. 1/11Ce)fl, MAW/GA Pt/PN 1.149 667 "elk / P. MEW WOO MOW WOW owo 01.01.111. NM ON* WOWO MEOW vlOWWWWWOWD WOOD co L) • • • • 1 PLAN commi. armor ...re mom.. rive... ., ___ 3 1988 uuE5-iu Dim ______________________ 7 ___ didiPilla7rIC 10 714 7 "r.a4Pr3 17-04 • IAA 01 • ,4114 54, 4,4 • • 'ENGINEERING AND P No SERVICES .44 640 44,14 4,44 • ttrt %Pres' en RL.e(,?taycsPei??,,13,11,A':n' B7et sr tri:6,16.(tr,06651f8e10 181 NO DESCRIPTION DATE Revise -D n7,972,-,9 _SANITARY $EWER & WATER SYSTEM PLAN • SE0 2 2 1988 1 1.1~. s D ®� pNMo-res Ex i vT 1 N I.QGgTIC7 • - PE.NoTe. R6WC..TE-P oR. A,t>1,60 HEAD, 0 p.Rgi•- OF •1-10R1‹. WITH AS NOT 0 PER THF A The drawings reviewed and r Tukwila Fire or revisions to these drawings after this--t- date will void this acceptance and will require a resubmittal of r v'i6eU-c#ra gs.'`-� Final acceptance is subje'c4'rd"field- inspec*inn ay a representative of this dep<.rr •ent �. rraarriazioRsl:� VI DATE:/6/93 BY: CITY OF TJKWILA 5/5-440i • TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job d exact address forshut- a Own or restoration pp iv 7 0. z 3. a 33 �I.00R. fLAN AL.t. IiAN64ER5 -fD f -TOP BM, . AM P' r r • .. Li I 7-'. t'• SPRINKLERS- USED SYM trr 11,Y1 I OUM 1000 • 141 ge MOa Ib6 REVISIONS MK DATE BY A �I r'AO.iECT NAME: 'TV-NhNT IM PRpJEMEWTreg.', SAMA HARD I T IZ�20 6Wre.` AY tX. s•.11 -1-e. 209 SAT )A"? Go*R 'rER I3t.a1• - 7 -TUK,WILA 8cQ44 d81Ji AVENUE CT. E TAc MA, WA 9844 ;22C81928x2290 FAX 932.8150 1 DESIGNER DATE JOS NUMBER SWAY z 9 93 :. • LE -61 EN D PEJJ! t; X I sT I Nct HEAD/ TO R.EMA1N pEN ores v1-11\161 HFAo REL.CaC AT D PEN GENT AS 1S. F4DENT AS 5140 0) .L • 111111.11.101.160. JIMIIIONNOCO F oog RANI SCALE: /0'.40" NOTE; ALL HANDERS it, EE TOP IESAM CLAM P5, O. N. A 1 ti WITHOUT COMMENTS. :S ;,;;)TED'. IN Rr 0 PER 1 H E /LTTAC iED LETTER -4-'r The drawings affixed hereto have been reviewed and accepted by the City of { Tukwila Fire Dept. Aiiitions, deletions or revisions to these Ir wings after this date will voi i his a •:,,•- i; anJ will require a resubmittal of revise.] Drawings. Final ).11-,:e is s!.1'. ,.Ct to fi insrvuin iy a redreseniative this dep DATE CITY :;;;ILA.. 5.`5-441;; 1)04. r ��F TUKWILA FIRE. OEPAR rMt. Please caul: 575-4407 ..nd give this job No. v" 29 ' and exact address for shut. down or rest;.EZ L�t�cut� rS (.0 /�h T ! s /yam c L , L ASew bwer SYM ies, ?YP>r, CR.) Fice 42TY REVISIONS MK CATE By /1 I Z/3/1 A Rev. PER AS- ISNI1.T GON1)I'rION5 PROJECT NAME: 17..14•64 .11- I M PRoVEM OJT Fola. C,ATEWAY GOR R 1 -Es 51.t► -7 J/ -rulcuu I L.�, WHA . 27 20 cii]TJ ATRIOT FIRE PROTECTION 2334•A 48th A 9 E: CI. E. TACOMA. WA 98424 FAX 12013) 9224150 T�1X1�0 PAiFIFF DESIGNER DATE ' `/4 /9z J0B NUMBER 11.- 151 Litidigillikl Mt ll�li►. � I Ii ......._ IL 1 i'm R. ■r►. I 1 11 '''iilml ii pm _+ , k... :mrat.._____ ami is mie -L_II:i_aki. .. # ragliEffirmE,i r uffr,„,............._...=........... I i ME MiliiimPilliWN 1rsem ______.. fir► 111111 Rs 2 - wino minwr a in IF inpril lim oI 1 _i6.,.."1miirommorisTo imirom■t■immorsam I .M 11111113111111 -1 IWPo N,:u° ...1_.44 Pir •11111111111 1�IlI �% MIN 1111111111111 LE -61 EN D PEJJ! t; X I sT I Nct HEAD/ TO R.EMA1N pEN ores v1-11\161 HFAo REL.CaC AT D PEN GENT AS 1S. F4DENT AS 5140 0) .L • 111111.11.101.160. JIMIIIONNOCO F oog RANI SCALE: /0'.40" NOTE; ALL HANDERS it, EE TOP IESAM CLAM P5, O. N. A 1 ti WITHOUT COMMENTS. :S ;,;;)TED'. IN Rr 0 PER 1 H E /LTTAC iED LETTER -4-'r The drawings affixed hereto have been reviewed and accepted by the City of { Tukwila Fire Dept. Aiiitions, deletions or revisions to these Ir wings after this date will voi i his a •:,,•- i; anJ will require a resubmittal of revise.] Drawings. Final ).11-,:e is s!.1'. ,.Ct to fi insrvuin iy a redreseniative this dep DATE CITY :;;;ILA.. 5.`5-441;; 1)04. r ��F TUKWILA FIRE. OEPAR rMt. Please caul: 575-4407 ..nd give this job No. v" 29 ' and exact address for shut. down or rest;.EZ L�t�cut� rS (.0 /�h T ! s /yam c L , L ASew bwer SYM ies, ?YP>r, CR.) Fice 42TY REVISIONS MK CATE By /1 I Z/3/1 A Rev. PER AS- ISNI1.T GON1)I'rION5 PROJECT NAME: 17..14•64 .11- I M PRoVEM OJT Fola. C,ATEWAY GOR R 1 -Es 51.t► -7 J/ -rulcuu I L.�, WHA . 27 20 cii]TJ ATRIOT FIRE PROTECTION 2334•A 48th A 9 E: CI. E. TACOMA. WA 98424 FAX 12013) 9224150 T�1X1�0 PAiFIFF DESIGNER DATE ' `/4 /9z J0B NUMBER 11.- 151 fa, • 1 • Lehi E-144 D 1753-10TE 5)(1 s -r I N61 H EAD REMAIN pENore5 Eg I 5-1.1 NI 61 HEAD RE Loc.A.T ED pEN G:Gt,rr As 15. 1351.4 DENT A$ 51-1t/G4N, ripog.. PIMA poi: HANieiTER it, Se TOP KA M c.L.Am 123 UO.N. olaz At v...105 17 17\ L7.11, 1 • 4 .1 L.3 .... 0 WITHOUT COMMENTS. AS NOTED IN RED 01 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tuluila Fire Dept. Additions, deletions or revisions to tL-;se drislings after this 1 date ‘....!11 void thi acce,f,...nce and will req_iire resub of :-e/iso.1 c:rawings. Final i3 ) ,ect repre),:ntative of this :1 d€prt..en DATE: _LI110 BY: 770 PrKL LSCASL40 crti 4 lyre, °RI F tc.e. carr TEMP CITY T AWILA 575-44i.;i TuKWILA FIRE DEMK REVISIONS PAR Please call: 5754407 and give this job No. s and exact address for shut. down or restoration apprue.i› fr; Frjrn)rF17p 1992 1-1 OAT BY A A 'PROJECT NAME: INA/JT 1 MI7RoVt41E.J.IT rop- • JAM E 1-1AR.PIC_ CoATE.WAY CCP cew-re-e_ 5..v.gr-7 -ru K.tv I LA, WA. /„27..2e; 69Fawa1 194? poPROTECTION 2:04.4 48th MNEME CT. E. TACOMA. WA 98424 FAx MC819224150 TEL (20S) 926.2293 PATI*P0990 DESIGNER I DATE JOB NUMBER 6VJAy.E.E. 11/4/9z. 1 I 15/6 • , mai111a,m111111.1111111o1111rk1MA1ab11.N74sS1*. s= iii IuIIIiii I1tl m111 sllmiiiiIlil1 1ag:411.4l. , P I1 1• 11i111i11nNiMiIm1I1II4ImIIIIIII 11 ________N iI 1.111 1 ........... ii AMEMINEKIIIIIIMME k...4 Him" - 1 • imi -Niiiii w'"WL''r.MEIIIIIIIIIIIN h.._ -- rialliMill V IIIIIIMIIISIMII 1111....111b.- I4 Val' Iiiim .14 _izi 111111111 1111111111111•11111 NI 1111111Infitin 111111111ib,401111111111=11111M11111111111.1111111111M11111MUM 1111111110.110111mx..2mil mg 4. 1 1 immiammtwim—r-_,_ firam.--Nmammommui wfflumw.•._ % . -ICA - MENIII VA MINIM lo_.. Lehi E-144 D 1753-10TE 5)(1 s -r I N61 H EAD REMAIN pENore5 Eg I 5-1.1 NI 61 HEAD RE Loc.A.T ED pEN G:Gt,rr As 15. 1351.4 DENT A$ 51-1t/G4N, ripog.. PIMA poi: HANieiTER it, Se TOP KA M c.L.Am 123 UO.N. olaz At v...105 17 17\ L7.11, 1 • 4 .1 L.3 .... 0 WITHOUT COMMENTS. AS NOTED IN RED 01 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tuluila Fire Dept. Additions, deletions or revisions to tL-;se drislings after this 1 date ‘....!11 void thi acce,f,...nce and will req_iire resub of :-e/iso.1 c:rawings. Final i3 ) ,ect repre),:ntative of this :1 d€prt..en DATE: _LI110 BY: 770 PrKL LSCASL40 crti 4 lyre, °RI F tc.e. carr TEMP CITY T AWILA 575-44i.;i TuKWILA FIRE DEMK REVISIONS PAR Please call: 5754407 and give this job No. s and exact address for shut. down or restoration apprue.i› fr; Frjrn)rF17p 1992 1-1 OAT BY A A 'PROJECT NAME: INA/JT 1 MI7RoVt41E.J.IT rop- • JAM E 1-1AR.PIC_ CoATE.WAY CCP cew-re-e_ 5..v.gr-7 -ru K.tv I LA, WA. /„27..2e; 69Fawa1 194? poPROTECTION 2:04.4 48th MNEME CT. E. TACOMA. WA 98424 FAx MC819224150 TEL (20S) 926.2293 PATI*P0990 DESIGNER I DATE JOB NUMBER 6VJAy.E.E. 11/4/9z. 1 I 15/6 0 ".•," --. PEEPTA WITHOUT COMMENTS. 151 ASN;;TEDINRED 0 PER THE ATTAC:-iED LETTER The drawings affixed hereto have been reviewed and acceptei by the City of Tukwila Fire De)t. A Jitions, dela+ions or revisions to t:-1 3s^ At- a.vin sate riis date will vol.! f'ii, require a resu:;:::itil of revised driwings. Final acceptance is ^,!',pct b field - inspection by a redres-Jik.allive of this department DATE :,0 - 91/BY : LvY ✓� Gk CITY OF TUKWILA 5--)-3 575-440/ i4175 15 zre,1y?-1, TUKWILA FIRE DEPARTMENT r3Iease call: 575-4407 .nd give this job o. kfl—i/7 y exact address for shut - i wn or restoration approval. "27'51-011 -551011 OFFICE SILL:5 oFFIC,E OF Fite spi4 fa INA 20 iaafca., Pr 'nitwit* Wk Wlg 0® Vrtwivti by Wgtinssfis It53 S . JeLcksfrr . 1.e0#1'te WA lei414 E1 tom. Ves+w ' smoke deFWte)s Z, atign•1a 14'rcei I keypet %+ audibk 61 I gilt iva.mtrAiitm ttic RF-r,P110 PRI NTI IJG COMFUTF iS fAI RS GO FY i8 H OPK- . OFFICE Wll-N4�5 j Is OF ice ,4 0 r ? 1839 - �.` N ��oorz PLAN hCALE: '/g" •=1'-d NoTEs I.) HAN4 ERS TO e6 3/13" TOP AM CLAMP `'/ v" RerANikui r L 1-5 i WM AREA'OF� WORK KEY PLAN SECOND A VICINITY MAP EXIST StZp,1.K1-1 LI NE� 1-5 -v . N � I r EXISTRE-cuT r . DROP Pi MO PSrAIL, NTS L.EGE3JD ckk, �nl j' - DE? 4OTES Ex I '1 1 N (/ 4- EA I L.ocATIo M. • - DENoTES RE.Loc..TED OR ADDED HEAD. J U L L 1993 ,- l 1 1 i` L V WITHOUT COMMENTS. Q AS NOTED IN RED o 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 dr swings aft .r this date will void this accedtan:e an ill re•uire a re . u'tai •f revisea nal acceptance is subject t) .` icl 1 - inspection by a representative of L.iis • • . rtment DATE:-7oz� �3 BY:�& 57 CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMEN Please call: 575-4407 and give this job No. 613-S /7/ and exact address for shut. down or restoration approVol• TEMP 0 (EVISIONS MK A A PROJECT NAME:-fEWANT IMPRoVEMEI-1 FOR.: PAG TEL14 " / 72o 4'4 -TE JAj CaATTVJA1' Go RP• CENTER 6L-. 7 INTsgvizz AN AVS. So, 4 S # I ATRIOT FIRE PROTECTION DESIGNER 2CG44 45th AVENUE CT. E TACOMA. WA 98424 12C5I 929-2290 FAX 922-6150 DATE JOB NUMBER JJ. ,uJAra 93 17.-1439 PATRIOT FIRE PROTECTION, INC. 2004-A 48th Ave. Court East TACOMA, WASHINGTON 98424 (206) 926-2290 FAX (206) 922-6150 TO r(Jlrw/C4 /R6 DPT.' ol--,Vomms /9C22,1,1 > WE ARE SENDING YOU gAttached 0 Under separate cover via AS- BUI LT Ir Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications O Copy of letter 0 Change order 0 LIE1TTE E (DE mumenuirum DATE /Z/Qr 7?Z' JOB NO./� /37g ATTENTION RE: 7F1Y/fAiri114BeOVEME/iJ7 die J,2/4/6y filhlif /C. ‘yerFiti44e W « 77f B114-7 711H1,11/ 64 LUQ. the following items: COPIES DATE NO. DESCRIPTION 4. ,S-,3UlLT SHoPPR4I,vIN4 THESE ARE TRANSMITTED as checked below: A( For approval 0 Approved as submitted 0 Resubmit copies for approval XFor your use 0 Approved as noted 0 Submit copies for distribution > BicAs requested 0 Returned for corrections 0 Return corrected prints ❑ For review and comment 0 O FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US J REMARKS &»SE /P6.77/#0Vl / Z) SETS «' 15 PRzw/A/4 - v/71 - 9t) u ' ov - L ia,ry ,1"-z. E Co. A GE' COPY TO 40% Pre -Consumer Content • 10% Post -Consumer Content PRODUCT 240 ffsfesj Inc, Cmtm, Mass. 01471. SIGNED: It enclosures are not as noted, kindly notify us a r 4 ra rl f 4 4.44 4•444.--44.444.2 9 + h 1 • I 7 11 0 004 v 44 700 00.40/ rsto 40 • (a/atm/oar 01404 wokres:;(n) lea PLCOO FLAW • • • f 449 j1( rr .99 or or 401 -As 4r0 st. 000 • 51:12.1N/4 1)e KAP RevETmair FzerAgIR 1/ 4rossoor .1111/4,, 4'4 1—NOTE ,THE DOTTED FOOTPRINTS INDICATE6\ REPRESENT FORMERLY APPROVED BUILDINGS NOS 8,9,10 OF THE KAISER GATEWAY CENTER, PHASE APP NO 87-87DR • .0)-s.C•15 • • Art rl ,24MAN4 N. N. 1 \OI 1.00.04.% Onsors......0. Armor.. norms 0Werrorrommolglangler.r• 4-/SNN 404=1044444044 0000 010 als VICINITY MAP ,SCALE, 16=i000' • IsI 190 • 040. 1446 12)4.14 V4 Sc -.6.131 Itet, • • • tcP • THE CALLISON PARTNERSHIP • DOENG EMPLOYEES' CREW UN11 N AN ALYSOS rrol OFFICE. FACILITY vir 141 TUKWILA, WA rt • • Jr. .IN , ' • • ' • „ ' fitPu`bbiar 141604 AakreF; ya. PLCOD RANI C1'.'2. Fr.) MAINTAIN/144GS 006.striemr le v.6Evemrr 4,1-01a4A t712-64 ovrpricu. WWI& 11111. '101111. 01,10k woo %••••.. I ) 1$!a.sUIu..II.IP Itedaree N.01000elmommilmilii0eimorriP00180014,0••••• ,ahs•E•0000ornrseoatgsomesspgpmpap insawkimiewriNsesiteissiewm001 mon MOMS 01•6411.4Marm ••• 11161".n.. 4•41, WAWA,* *NO 11/0 - LA /se :t • ID to So 40 40 eo THE GALLOON PARTNERSHIP • raF-41111V1 [4 Al r/ vr41 -*& 11 A. 140 -C -S .160 CRE011.74 UM/0 111cliSe) 'PL.?* OFF!WE FAG! .ITY TUKVVILJ- A \NA • ' 10 11 12 1 13 14 lir 194 • rfl eft 0 0 0 Y 0 tin .. 1 /4 r r300 f 0 '/4 tL I'/2 sk 55 5 i P t 39R • CRe8 ..,. b 1'ly® 3' 11/4 !L.1 L'' .. O ' X8'3 .:9 I2-0 v/4 •7 / 1'/4 .• - • {'/4 0 0 P 4. xl/ SN -9 . _ 1300 .. t1I Ye e -3 ...__ P R RUN r LAIN DOWN TC RUN UN DICT ;til 49a. 4 . • P / 3-9 9 3'• 7114' 2. I-. to•o I4' '9" ' 11/i 1'/4 $-Co IZ-O • 3C. 1/4' ( I'/4 IZ-o ' 1'/4 5'- Co nn: oI- 9-0 r1- '44,3 600 e • • EL_C. RM, , 49 G,la 8'• G►" M o... - , 4 �0 N '7 -Ip._ ...\ • >. RED JI 0 r 1I- 0 4 41.53 1'2 - 0• 11/4 39� -I.t0 '/z ....._-P P 47 BOO.. 11/4 ._� 2- a- •O /03.9R 0 (9P. ,. • !• L s{ _ 9-Q • I I' /4 K 0 ' ` z -Q I•/4 • 3, /0 (040.- • 04Q._ • 0 _. WO h EN 5 - IO2 G *a; 9 0 PO /0,. 0 �I�.., �`........ _.:. p® ELEV. I1/4 (4 ,?•• 1-75 V `IrU T /139R 13-0 r/z . P Piv� • 11/4 /0 8-s: 3-3 IZ 0 I1 "7Z P PIM IL. IVA 52 X /4 1 2a 11/4 tL . t1/4/41 T-- _(L.....,... 1r/,I i „<it- o - 1300 • -174 *49 11/4 • / 1- 0 '4"439R .. t'✓z P P11/4 iL ' I'/4 ® / 5 Z.9 l' /4i u• - t -o 19z F' PI'/4 LL. • 1y4 4 - 3-9 '1.Z-0 Nr tAyasR • /4 L.- I 2. -0 .. I 4 4 7 i0 1'li 4 t.L 14/4 O / ,4'31 3'.1Z-0 r°gyp 1 %L . P PI'/4 u_ 1'/4 / 0 / e 3 � 2-p I' L-9 •/F 939R m z Pry i:,.1,/4..,.,, O y 33 0 • +ti . ;. ®_- /yz . P1'V 1y4,� 4 46.111.,4/) ,.1,- 11/4 .. 0 `$o ,_b 1`Gt 11- I L .-- i-"( P. r- /� 0 F • P® Co'- Co" 5'- D- Z'- P 13 czp 0 0 0.. O 0 0 • _7O 4' cv 4 (I 7'- C 3 5'- 0" TENANT AREA I oS C. HI, 8- Co'' i. I. o'. 8' - c,, P I9 -O" 0 IU- t P 35.- O IZ'- O 11 o" Ito 01 10.0 /. 114 COLD CANC) P' K7'3 0 0 IY 'g1 ", rYl N m ti m ® Q t ®► F Ftp Q _. /p g�. `'! at ,L 4 ' i__4(Crni*.. IL. Ni �. a- ' ' I0 -IO 4 A;Y-Z.., c_,7-1 CP 4i` ', 2 *17., F F '0 r 1 GH . R oCc , ` .� BUD � �„ `,. ., .. , O O ti _ 0 9 7,0 • - • 4110 NOTED AF F Pe FO 0 ADJ. OR OR NIPPLE C LONC7 TYPE) V// ADJUSTME NT AT r-110- PO 1 N -r - MP. DROP DE -1 -AI N HOSE CABINET' MOD 1500LFyl • r 4 474 L. INgo 1 1300 0 tll 14 F- 0 3` rte. �•,p, F ttIF `p ..t . ;FO Is FIRST FLOOR PLAN • .10 151 IT 2 tft Io RED co PI PI NG DE -TAIL_ 412 is I CO 1. 4-0 o 0 • 0 OT rt RI SEP, 461 4 loiroli 5 0 oo PIPING DE -4M L rso 7-1: 1 P E rip\ DOwN ) PIPING Dt-TAIL_ N TS NT S s--ny LE 4005 UNLESS NO-rEtz) WITH A.NJ TENANT NI FC HANGER LEGEND COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD , FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" Br3LT SHORT CLIP "L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD FSN MT PESN SN TSN ZF WEDGE ANCHOR SEE DETAIL s FITTING LEGEND VICTAULIC FIT FIT PREP SHAPED NIPPLE HOOKER MECHANICAL TEE PLAIN END SHAPED NIPPLE SHAPED NIPPLE THREADED SHAPED NIPPLE ZERO -FLEX GROOVED COUPLING 2 • WAY EARTHQUAKE BRACE Alf' 4 - WAY EARTHQUAKE BRACE n STRUCTURE TO CENTER LINE OF PIPE IN INCHES cc 0 cc a. 1" SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE SPRAY 16 8 16 2 17 - SPRAY 32 1 El 18 2 DRY TYPE TEMP RATING agE itst 165* 350* zo 1/2 cr 1/2 1 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP 7 14,5 • TOTAL APPROVALS REQUIRED OwNER DISTRIBUTION WO QUALITY CONTROL APPROVED FOR FABRICATION BY KA DATE - 1Y6 APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS.. APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 84 -9 DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. ' 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH ' NFPA PAMPHLET NO. 13. SECTION 310.3.5. . 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE , WITH NFPA PAMPHLET NO. 13, SECTION 3-15. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. SECTIONS 3-12 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING' IN AREAS PROTECTED BY A WET PIPE SPRINKLER 98.. ASPAYLSLINTWTE ING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 7MINR.o HOFEPPPSE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10. FBUYRRQINTJOIFEPRIP*t AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0-1-1-4EPZ5 PIPE NOTES REVISIONS MK DATE BY IV 7/Et IP 1 A A A A A A CONTRACT WITH: cdTAYEWAY BLDG. #7 12 720 GATEWAY DR. TUKWILA, WA FIRE SYSTEMS DESIGNER 1 DATE E3.7"2/sdriu.01 It /7/58 SHEET 21001121 1 2 o 12 13 14 15 16 1 2 3 4 6 7 8 477. 9 10 11 12 lk nO Nl ray m Phe - ,, III 13 14 15 I 01 4'1'- O 131- 71/4' 'I I V4 r ,1L " 1'/4 05 • • .4(,0 4159 12-0 14- , I'/'I U.. 39R Z -- ►Z•0 - I r/4 -4 - r0_ I%4 1'/40, -2 _ . V/4 - : 0-- _.._ 1_ - __ _ L'/4 , _ _ , W,_ _ _: __ 1'/� _._ P s //� ,t II -0 _J9 .L 41. ) 2010 12> OD " I'/4/ I (L / 1'/4 -- - -- -- / I' /z - 1Z-0 - - 1 4Z•G - . .- -3 _ P tom'`-..` 1 �' r-1AIN ' / N -TO 1 1. RUl11 � � RUN UNI=E . DOGT) tet 1 / 0 11/ / 1•'/4/ - AO 13 D -440 (300 /4 - L. IV 4 ZA 3 la r/: P '3 GOD P '! tr coo t'Z -O i uti1p ; �,,4 G, I -I 8 • Cr: , .' a -Y 1� ,n • ---r• Ao- * ® / �4 9 2 to.° j t� LL ,Iv G- id C� f•— 1300 1 1'/4 9 LL 3G'- 4'/•a" 1e. O' IZ''-O } 1'/4 • IZ-0 It -0 t 9-0 t ; -.9 0 - qZt ;7-1C, 0-0 I'/a * 0 ti 1P tA /0 9-0 e stogy it 1 /9 t-7'/zT r T`f P. /0 0 N/ 0 ,:jdCpe zo 0 (otQ P1 (v_Q LIQ NI / 0 #Li ,.A - (Op .'o„I lY s I'/4 WOMEN5- I0Z ®.- { 0 co' I 0 *53 • AI 5Z 14 SI 44-9 *419 0 / 28 0 4-24 NI to I'/4 IZ-O 1300 4-47 N 1 I rn- 4 41GZ 4,$ F 17'/z� -iN P P _ F • N /O O PO / 0 35'- O• IZ'- O' 4- co . 7- C. Iz D 35'-O" I z'- 6 8, - I O -O' 35'- O' t4 -p '-Co d- - - Cv Id' -''""1., gyp- � � p P a! 0 -7oEN II a �y 3171 0 '7-ENANT AREA- I OS I G, ri, S' Co' =y 7 0 ' *73 r ✓•_"'-_.,,..."".....,...---- 0 Ci F zhjp\�ryrl ����,I 4111em _ -e--E::.- -s - a Co -10 EL - 1/49 41 �® '- F ® O% - 0 m � 4 m 4r T % W� / 9-Q io-lo 4 -1710 0 11/4 13 0 IVA Ts- riz Li_ 1v4 0 s 44 37 ▪ 4.2 4t 11/4 P r1V4 174 ,C,C2L1r CO ®44771- 0 OPEN TO A rack/ E Vizt 11- 11/2 0 tz-10 8- 11/4 p 34 11/4 0 13-0 0 0 5- 0 itl7 1.300 41, 1-0 AI R LOB "Ti— 107 BOD 41/4 414 t- 15 0 9 0 IZLO a + 4-0 0 — A AS NOTED AFF AV F MP. DROP DETAIL_ .4111 II 1 40 FO 4115, 1300 At 74 IL) q / �\ t� 4 .....,� . rw,wr...►.M•� m "..r.�w.-«'�...�ww.,. • • 1^ 1.. „.. n,�W. . w. .✓•M1 jT 0 � 0 o; F® 0 0 PO , C)%zxlNKtt 5'-0" IZ'-O 11di ti U. -Co A.• -E—.- O1- ' NI; tt.l t0-0 -13 Q 4177 P r �P FIRST FLOOR PLAN / 1-10SE, RACK. \t\i/ COO' OF r/z” 1-105,E. gowmoor PI PI NG DE -TAIL_ lo rlI -(,)/ z. (1, I 5 -;7 RED ID 0 hrt 4 H)IIHIIK FI 9 0 0 p T DI 41 62.0 9-4 eld 14 Co co i 412,,,r--12 g* :1-941 , , 4,,.., 414 411.g 441,0 ti • fi CC7LD c,afNOPY go 00 • -TO ic\13cwr rr- sacio • 0 r 0 00 • 40011 TYP nirs-sc 1\v 0 1/49 tr 00 PIPING DETAIL 0 EA, FLANGE 3 rn y7-PIFE 00\/../N TO ) PIPING DETTAII. NTS NT LI STE P -17-7E. 110 t+ 1, 4i HANGER LEGEND A COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP "L" ROD rvi MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SEE [DETAIL - FITTING LEGEND VICTAULIC FIT FSN FIT PREP SHAPED NIPPLE HOOKER MT MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE PIPED', ET SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE IF ZERO FLEX GROOVED COUPLING 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE )0 ,STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND cr SPRINKLER ORIFICE SIZES AND TYPE 1 2- 1 SPRAY 16 8 16 2 1/7 4 17 SPRAY 32 3/4 1' 2 8 16 2 43 - DRY TYPE 0 TEMP RATING o 165* e 212* a 500" 1/2 1/2 1/2 1/2 SPRINKLERS uSED, SYM SPRINKLER ORIFICE SIZE, TYPf 1 FINISH QUAN TEMP 7 0,5 465 1$4 - TOTAL. 1 Al APPROVALS REQUIRED, DISTRIEsunoN OTAIN QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 AAPLLPROMVAETDERIAL AND EQuiPmENT TO BE NEW AND UNDERWRITERS ! 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (16) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. SECTIONS 3 12' 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 OF REQUIRED) TO BE PROVIDED BY OTHERS • 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED , BY 07/-1E.R5 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0-1-1-IE_SZ5 PIPE NOTES REVISIONS MK DATE BY A PER 5U12,VE"-t" A A A A A A CONTRACT WITH CdTAC, It NAME 12720 GATEWAY DR. TUKWILA, WA WORNIFILD FIRE SYSTEMS 1 2 3 4 5 6 10 11 12 13 14 15 DESIGNER I DATE 1 SHEET I JOB NO z OF "5 21001121 16 1 2 h y4 I i t 3 rw 1 x IN I,w, PI 44 1 N 11 V+1N'0 4 1 5 6 OA 7 8 411 n r rw 9 10 11 w row r{ • P 1W 12 4 Pr r Ir L K I1 G EXISTING FIRE HYDRANT • • • 4 264' , ` StHIILL WASH 198 f As meeting requirements oNthis Bureau for classification as sprmklered however system changes or additions as recommended on the attache,' \ sheet(s) will result in improv rates Acceptance applies to plans as submitted and for construction ttr►d occupancy shown thereon Finished installation subject to inspection for final acceptance *comment', approvals and accr.{I13ncefelate exclusively to relate offset of vassal, upon tirensuirmce rates The' are not U construLd a , , Ir y t t any N ay upon tl grresUoa of wether dus e has heel uerc►ssai1 with rr%pec' t{jle liability for personal esx t or damst1 to ept oopoitp 1t 1& rawer, tat hazards 1tCttl� m�J • • • •• • • WATER r`IOTOR C.CNG POST INDICATOR VA BUILDING NO 7 w/ NEW A S SYSTEM WORMAL0 START POINT WOR1-1ALO TO START /'\T S FL 1-`. KIL,E Ik1STAL.LED C3`td OTHERS IN510E f3LDC . NEW FIRE r3Y • • • • • • 12' DIP HYD RANT--____+� OTuERS IMOD OMB 4114INI k9 NEW FIRE HYDRANT r3`( 0 -TI -1 R5 ` o('/ Goy' / \Q q 4 pc`' / / 44)ct 1 1 DETECTOR CH°Ef VALVE IN VAULT p ir:jv q Is/C2—Ver,-12 0, pievr • SITE PLAN "= 40'-0' LEASE SPACE GH= 8 8 °—SUSP ACT LEASE SPACE CH 88 • • km T© WE 1 1� BUILT- OP R,.CXCP"' ON r1a-rAL_ rDEC -r V/\LLEti' HWY 'Y r WATER FLOW TEST DATA DATE STATIC RESIDUAL FLOW ELEVATION LOCATION SOURCE E.R, RIGID INSULATION ON/ STEEL TTZVSSEs 4T fT� 41 sL ROSS SEC—TION SCALE 1/8 I 0 1I' r-1 143 P51 92 PS1 3500 GPM 0 S 133RD4 134TH PL WS R 7 11 NI ,P ► 11 rl r ,444 11 ( 12 i 11 y' r r M PM ry rP t d N V t7"^0 13 14 15 + Nr 11 ro e y *r m n+ EM 9N P l u V rmM, r r to*, a 1 r 16 '' 44, 1r r PhI 4.00 I � t ,' u1 p) gzs 13 q '1 If ACCEPTED 0 WITHOUT COMMENTS AS Iv,.,TED IN RED 0 P,_R [HE ATTACHED LETTER The ,tr.a,vings affixed hereto have been revt3 ved .end accepted by the City of TUKtvil I Fire Dent Additions, deletions or re /i iorl, to t lese drawings after this date will vai .1 his acceptance and will require a resuurrllttal of revised drawings Final acceptance is subject to field inspectun by a redresentative of this deportment DATE iz -Y—S BY CITY OF TUKWILA 5'/ 3 575 4407 G �� `�✓- S_ /i , ioecv( 4414 -S r4/t /Cfte— ,7 5 TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job , Sir al ' pact address for shut d�I ur restoration approval ✓'P Fi IL HANGER LEGEND\\, A 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 BOLT O K SHORT CLIP L "L ROD M MACHINE THREADED ROD N TOGGLE NUT P ' of POWDER DRIVEN STUD N R WEDGE ANCHOR T U W FITTING LEGEND F VICTAUUC FIT FSN FIT PREP SHAPED NIPPLE H HOOKER MT MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE P PIPEOI ET SN SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ZF ZERO FLEX GROOVED COUPLING �—► 2 WAY EARTHQUAKE BRACE is' 4 WAY EARTHQUAKE BRACE n STRUCTURE TO CENTER N LINE OF PIPE IN INCHES SP4?4►h1L R ILFERIE.141D 0 a °C (n = SPRINKLER ORIFICE SIZES AND TYPE W W N 1 16 8 g SPRAY OO 1/7 17 32 SPRAY 0 /4 3 ? 1 SIDEWALL 8 16 2 1/7 2 DRY TYPE O TEMP RATING U 165 212 286 350 500 z a�Z- W8 c Q 1/2 Ra 1 66) I AI 1/2 CO z z 1/2 1/2 SPRINKLERS USED SYM SPAINKLER (Ara SIZE. TYPE & FIN)SH QUAN TEMP TOTAL APPROVALS REQUIRED WGR E3 CITY OF TUKWILAA OWNER DISTRIBUTION W s R B CJT7' OF TV KW I LA OWNER WORHAL 0 TCT/.L e, QUALITY CONTROL BY t\A 13 DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 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 ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 AND 313 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 QTHFRS 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY CYTH E RS 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTH E RS PIPE NOTES DESIGN CR ITER IA OP,D1NAH,AZ,^R0 GROUP— 1 O 13 GPM Ct‘/EP. 3000 SCJ FT' PER *A/S,R13 REVISIONS MK DATE BY A A A A A n A n A CONTRACT WITH S S G CORPOR.AT ION PO BOX 339`7 B SFATTL_EE, WA 98133 s r \/ . c.•^11 NN 36,7 - 9 a 3 CONTRACT NAME GATEWAY BLDG. #7 12720 GATEWAY DR. TUKWILA, WA TTY WORMRLD FIRE SYSTEMS I I O Co S 4 `I' H A.\/ I= E "TAC 0 t 1 , \N/A. SAF 4 CZOG) 9ZZ- GGzI41 f?u11O1I.04„r, PER IT NO SPRIkJk,LER PERT -IIT N DESIGNER 3 J'/\FLAI'llLL.0 15 DATE I SHEET 11/7/SS I 1 OF 3 16 JOB NO 21001121 , r 1,1 IMi•,1 ^yvty Y, in:,V uy ^dni lW,IypuigM4,M l,� n MM �: i� fF, B COACH SCREW ROD TOP BEAM CLAMP H SIDE BEAM BRACKET M MACHINE THREADED ROD N TOGGLE NUT SEE. DETAIL VI L4: , 11Z,-0.. ' FITTING LEGEND FIT PREP SHAPED NIPPLE H HOOKER tlI • r1 139 I '/4 VA ru .)11.N111111!!!�� 0. MECHANICAL TEE PIPEOLET SHAPED NIPPLE THREADED SHAPED NIPPLE ZERO -FLEX GROOVED COUPLING 2 WAY EARTHQUAKE BRACE 4 , WAY EARTHQUAKE BRACE SP'R'IN'K'LER LEGEND SPRINKLER rz Low SIZES AND TYPE t TEMP, RATING umrr 1 1/2 1 1/2 RELIABLE {"IQCQ G ✓� `$HQRT ACU+ .... PROF' N I PPI,,;•E RELIAI3L_E, f'100.G+3' SPRINKLERS USED SPRINKLER ORIFICE SIZE, TYPE & FINISH I /Z , GEC., CNR/WHT TEMP G5' G'5 Aoi Tri N1 ,,:AT hijC) pp "TY E CSNO PE W/ INT, c'ld 11 AFF TuKWIL.A ,PVD WA3HIIIGTGN SURVEYING & RATING BUREA) SEATTLE. WASH. We, UTI' op Tu►c As meeting requirements of this Bureau for classification as sprinklered; however, system changes or additions as recommended on the attache) sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Etnlshe) installation subject to inspection for final acceptance to rale approvals and acceptances relate rates. They �r be cooi nstrued as bt,�arin{, in . y res act to po�slLuE: IIS:.}ri.ry t r wca Q.1'•1/=* I..D 7;P70'"VED SO comments, ;QTY CONTROL 8Y effect construed conditions uponrfire insurance r�astinn of yr it EDFORFABRICATION BY irerhay beamu a to po ty. P FOR injury or damage to poverty. tt Is recognized that hazards c result in loss still evict.���r S.FW. 1'10D. SIOO RECESSED HOSE CABINET', Nor . 1500L.FN O5E /HOGE RACK. IG w110dOF I /z` !-I I-1OSE CABINET DETAIL_ DATE 1 INSTALLATION BY DATE 1 ALL MATERIAL AND EQUIPMENT TO BE - NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY '(1-6) WHICH ARE END TO END„ 3, EARTHQUAKE BRACING SHALL' BE PROVIDED IN, ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-I0.3.5. 4. PIPE: HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO, 13, SECTION 3-15. 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 'ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3.12 AND 313. 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 O'TNERS 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 0TH E R`5 10, FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY T' t ERS PIPE NOTES L DESIGN! CRITE,R cDrzDIN/.RY I-1AZ.As. C: ED !GZC L,P- 1 0,13 GP 1'1 OVER 300 SG?. FT. 111 =-- 1I1 I'/4'• 13 UTTER BA L. L 13 , VA •NOD. Be.- SGSOZ w/ BUILT IN TAr1PER SWITCH. 8' D.L. EKY OTHERS /''')<,171/z" ATR •'•^// Ve,. NUT ND \ /ASHEIZ (SEE DET/NIL F WASHE=R AT RIGHT MK DATE BY REVISIONS t-1/•'T"EP. 1AL L1 ST ITE f`1 c r'i, I . I Co" I=L ELI HC LE t•--i0D. E A�Gz,r1 \/A / -T' R I I'1 z I NOTIFIER I'1OD,"wFD WATECZ I N p 1 CAT C)R. 3 I RELIABLE NoD•"C° WATER t --107-01;Z /-a L "az. r-1 �► 1 5' �/IGTULI G S-r-(L_r' 7S" COUPLING CONTRACT WITH. s. G. cc, w.PC>R,' T10NJ P.Q. 13^% 15 9E,A`T'TL•. E. , WA.. 5 133 L I _T` E r• ' F` ITT E @ AL_ ' , i►P4CDP5 ARE: 1-5)W/SNoR`T" AD..), (DROP NIPPLE.. z) ALL. GEILJNIG,,AIz.E ,\r .8=Go A..F.F 3.) ALL' LINE IHIANGE.R5 A.C. I7Yal— V. O. N. PIPING DEVIL. NTS SCALE : 1/C" = I'•CY WORMRLD FIRE SYSTEMS I I 0 co 54'TI--1 ~E. TAOOMA 'Nisi^ , S 8l Zai CZoc.) GG►94' SHEET IJOB NO.. Z , OF '5 ,210o1121n?r ,r •w,4 1�