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Home My WebLink AboutPP - 4385 S 133RD ST BLDG #F - FOSTORIA PARK BUILDING #F - PERMITS AND PLANS4385 S 133RD ST BLDG #F ASSOCIATED PERMITS 12-F-036 09-S-146 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** 33`- Site Address: 11,SC---- T s s King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? ❑ - Yes [3'No Tenant Name: 1;0 A MAIL 13 Property Owner's Name: SEl W 1 NC— Mailing Address: 4Ot'. �= W OU.St3 J 11 City CONTACT PERSON -if there are questions about the submittal. Name: S V6N) \S Company Name: 1 VFk.; 1 � ,WACO Nu( (J.k 9c 1(2 Day Telephone: State Zip 20. 7V2 141-6 Mailing Address: CVO S LUCA Sr E-mail Address: 51��'� %1�"S�� l , ml�.can�lty Sa IIU6 Bt Fax Number: Valuation of Project (contractor's bid price): $ "I Scope of Work (please provide detailed information): — of j (Slt\ cNO _CCAN w \ vu, j� s R(�Ol o i �ll�- vc-rvc i mCMIAV4 (uo COMM, Chi -An (ANL -1 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,f or 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 OWN Signature: OR AUTHORIZED AGENT: Print Name: Plan Permit App doc PAID FEB 21 2012 TUKWILA FIRE 7 3 //G7i 5/14/10 Date: Day Telephone: TFD FP Form 8 s ,c4r1 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bay Valve 4385 S 133rd St Permit No.: 09-S-146 Date: September 22, 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'/ 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. (C NO 1 7 r1ri-u w' -r -vv r -q FOSTCRIA PARK / 386. — 1/389 S. /3 3 5-r 1/y 3s- - gy97 5. / 31/ PC. cri N Fostoria Park Building #B 4475-4485 South 134th Place Owner: 425-828-6300 8" 1/389 /00 % 4439 340 ALL RISERS 8„ / = GO4e1Rq;s LooP /NGC. HO RANTS Z /40 ALL. BUILDINGS w^ Oct 20 2009 3:27PM FSI nyyrrirrn FSI Confidence Plus, Inc 1014 North St., Suite 200 Sumner, WA. 98390 253-826-0099 1 253-826-1033 Fax www.fsicpi.com 253 826 1033 p . 1 0 Protecting against loss of property and life ... Inspection Location: Fostoria Industrial Park Inspection Date: 10/6/09 Address: 4439 S 134th PL Tukwila, WA Contact Person: Kim Bentz Phone: 425-828-6300 Site Private Service Firemain ! i ,..-- " ' . - - -elm •(:., ; .. NoKii Supp\1 \ \ \ \ - — --- -,-, ....T..' tN• ., .„,...,\ 1 i •N ."\,.... \ , ...- ,,,,. • - "‘ 's.., , '. r -, nem '-..•._,• , ,—. ‘•M\ IL-IPINE . .-/ ../, 1 .-.... •' 7 ... ., # 4 'A •/ , -L,r. /'L,r,,...., .. _ // I I. t/\. /":------, OMI .,4 .a,./. i..? ., / /. / • .....-„-. / 1 . \ (2\ 6 1i /,,,, / \ \\ A 74144 „.. ,„ •-..,.-, \.N<A/ 7/ / \\ //. i 4i4 1.1M- 01 rN./,4.,. / ) h0C114;/t/ .7 / / 7les/ •/ / :7 fr"f /• /. . / ‘\\\ / . ., •// 1/7/Hydrant4j:X .„ :/ ,/ ...• ,/ / '/ Yi / / ,/ \, N) NN iw)..i\ 7 , / --..- 4 -/Yd 1 #3 t‘ At /I / ..,,_ /7 '--- At -„ita g, 4 7 , , , '''• .. `-../, 1-, 1 \ '' '‘.•, '-•--. \ ,11,414-1141111 The Safety Team Inc. 670 S. Lucile St. Seattle, WA. 98108 PO Box 81246 Phone (206) 762-1450 Fax (206) 762-1799 www.thesafetyteaminc.com To: Tukwila Fire Prevention 206 575 4407 Attn: Al Metzler From: The Safety Team Inc 206 762 1450 Steve Paris steve@thesafetyteaminc.com Re: Monitoring change -out from "Scan -Alert" to AES Radio Frequency Al: At Fostoria Park ("Bldg F" 4385 — 4389 S 113th St), we will be changing out the old scan -alert monitoring communicator panel for a AES Radio -Frequency monitoring panel. The old "Scan- Alert" panel transmitted (ZN-1)-Water Flow (ZN-2) Sprinkler tampers (ZN-3) PIV Tamper The new AES Radio Frequency panel will transmit the same zones. The Monitoring company will remain "The Alarm Center".... Lacey, Wa. We are including a cut sheet in the submittal Battery calculations are unnecessary ( Only 1 size of battery is require a -cut sheet). If you have any questions please call — Thank You Steve Paris The Safety Team Inc. 206 762 1450 ACCEPTED E' Without Comments 0 As Noted in Red O Per The Attached Letter -n plans have been reviewed by The Tukwila Fire ,fltion Bureau rr;• f -o eormance with current City :::'ards. Accepts,lce is subject to errors and . ;=;ions which do not aL_tnorize violations of adopted ,,dards and ordinances. The responsibility for the quacy of design rests totally with the designer. itions, deletions or revisions to these drawings after : Ess date will void this acceptance and will require a esubmlttal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by 'rhe Tukwila Fire Prevention Bureau. 1 Date: i -1 ')-- By: ,)1I TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown 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. 355• Design per NFPA 13 - Ordinary Hazard Occupancy -130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved Allheadsto be a minimum of 6' apart and to be unobstructed by any means • 6 - Add Reliable Model FI 155° Standard Response Brass Upright Sprinkler Heads %2 x %2 6 - Total NNW ( r / 0 Ova �.P FIG. 58 THREADED SIDE BEAM BRACKET Sire Runge • 3/8- fled • pipe si'es 1/2" thru 4„ brawled • Carboi, 5ttil Function`• Practical end economical bracket used to support piping Irom wood„ concrete or steel beams , Features • Unique design allows rod to be easily •.^'threaded into bracket Offset design permits unlimited rod adjust- ment Center mounting hole will accept 3/8" & 1/2" fastener bolts. Pet N F.P.A. y13: 1/2° dsru 2" pipe requires 3/8" fastener, 2 1/2" flint 4" pipe requires 1/2" fastener' Approvals • Underwn:ers Laboratories listed, Canadian Underwriters Laboratories Listed and Factory Mutual Engineering Approved through 4" pips 'Nat. U.L and F level the Fig 58 utilizing 2 • 016 x2" drive screws(F:g. , 125). iris fastening method was found to be adequate for use on 2" pipe and smaller in wo,:i construction Finish • Plain and Electro -Galvanized Order By • Figure flumes and finish PATENT PP1rDtNci u Hou Sere tire SUE A C Ui 01 I f c —lir . WEiGII1 PER 100 1/2 TIIRU 4 2.314- 3/8" 1.1/8" 33/64" 17/64" 7/16" 1.7/8" 1.1/2" MECHANICAL -T ASSEMBLY Style 920 Mechanical -T and Style 929 FIT Outlet/Mechanical T* OLISTED Approved Approved as noted in listings pages 107-111. ALWAYS CHECK GASKET SUPPLIED TO BE CERTAIN IT IS SUITED FOR THE SERVICE INTENDED. REFER TO PAGES 8 AND 9. ALWAYS LUBRICATE GASKET FOR PROPER COUPLING ASSEMBLY. REFER TO PAGE 8. PiPE MUST ALWAYS BE PREPARED IN ACCORDANCE WITH VICTAULIC® SPECIFICATIONS. REFER TO PAGES 32-33. 1. PREPARE TO ASSEMBLE: To prepare or assembly, remove one nut and bol fron housing. Loosen the other nut unti t, i5 flush with the end of the bolt. Do not remove. Remove the tape and lift the gasket from Mechanical -T. 2. CHECK GASKET ANO LUBRICATE: Apply a thin coat of Victaulic® Lubri- cant or silicotie lubricant to all surfaces of the gasket. This is essential toinsure proper sealing. Other compatible lubri- cants may be used, however do not use a petroleum base lubricant. Reposition gasket into housing using alignment tabs on sides for properposi- tioning. 3. POSITION MECHANICAL -T: To as semble the coupling on the pipe first rotate the lower housing approximately 90 degrees away from the upper hous- ing Place the upper, or outlet, section on to the face of the pipe In Hnewith the outlet hole. Rotate the lower section around the pipe and close the two halves. "See pages 72 & 73 tor FIT outlet pipe aes mhly_ 4. INSERT BOLT: insert bolt in its hole and finger tighten both nuts: Be certain oval -neck of bolt engages recess in housing. Make sure that the locating collar is in the outlet hole. This may be checked by rocking the upper housing in the hole. Also make sure that the positioning lugs are properly aligned. GR 14 5. TIGHTEN NUTS: Tighten bolt nuts uniformly until the upper housing Is in complete surface contact in the gasket pocket area and the assembly is rigid. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads for Styles 920 and 929. Torque in excess of 50 Ib. ft. is not desirable. NOTE: Increased bolt torque will not improve sealing. nee so' • STYLE 920 - MECHANICALT® PERFORMANCE DATA enaece 159 TYPICAL APPLICATIONS FOR FiG. 58 THREADED SiDE BEAM BRACKET Shown I'lere flanging up to 4" Pipe with Lag Bolt MECHANICAL -T "CROS" Cross connections can be achieved with Style 920 or 929 Mechanical -T. my by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as . above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: R branch connection has been made to upper housing prior to Mechanical -1' assembly, make certain this connection is et 90° to run prior to final tightening or Style 920 or 929 Mechanlcal•T. When Mechanical -Ts are used es transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ ' MECHANICAL -T . PERFORMANCE DATA She Ron x Branch 3x11',, x154, x2 4x155, x14, x2 Working Pressure PSI@ Standard/ Lightwell Steel Pipe Maximum 175 175 Bolt* Torque Required For Assembly Lb. Fl. 50 50 'Boll torque applies only to bolts/nuts securing Mechanical -7 to run. For assembly of branch to FR outlet refer to pages 80 0 81. @Total including equivalent external Mads. Shown Here Hanging up to 2" Pipe with Drive Sciews tl Tukwila Fire c:un,::ni Cry `.:1d .r. .+'!"A,,.li Cr,i :t 0! adopted t.t?e ili✓`� i.i..�i C, �' t� desiccn Additions, de tions C I'i.v...'i t,^,. Hrr tt:°3 ?ir .mil; 1.., after this date will void this acc:ept�:nce- and 401 rr:citaire 7 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila�3Fire Prevention Bureau. 7/(1A't Date: -.11-o c1 By: TUKWILA EIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 and exact address for shut• eown or restoration a rnroirt • IJ FILE COPY • COWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 BAY VALVE 438p 133rd Street Tukwila, WA PAS SEP -C 200/' ukwilaFirg(a (50 /f � DATE: 7- d j -01I DRAWN: J /I- I SCALE: ' f %�/ Working Pressure PSI@ Standard/ Bah Lighten!! Torque Steel Pipe Required For Size Assembly Run x Branch Naxlmom Lb. Fl. 30154,0155.52 500 50 44%, x155. xZ 500 50 x255, x3 500 5o 5x155, x2,12%. 500 50 03 500 50 Bxl55, x2, 12%, x3, x4 500 500 50 50 13x21/2, x3, x4 500 so 159 TYPICAL APPLICATIONS FOR FiG. 58 THREADED SiDE BEAM BRACKET Shown I'lere flanging up to 4" Pipe with Lag Bolt MECHANICAL -T "CROS" Cross connections can be achieved with Style 920 or 929 Mechanical -T. my by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as . above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: R branch connection has been made to upper housing prior to Mechanical -1' assembly, make certain this connection is et 90° to run prior to final tightening or Style 920 or 929 Mechanlcal•T. When Mechanical -Ts are used es transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ ' MECHANICAL -T . PERFORMANCE DATA She Ron x Branch 3x11',, x154, x2 4x155, x14, x2 Working Pressure PSI@ Standard/ Lightwell Steel Pipe Maximum 175 175 Bolt* Torque Required For Assembly Lb. Fl. 50 50 'Boll torque applies only to bolts/nuts securing Mechanical -7 to run. For assembly of branch to FR outlet refer to pages 80 0 81. @Total including equivalent external Mads. Shown Here Hanging up to 2" Pipe with Drive Sciews tl Tukwila Fire c:un,::ni Cry `.:1d .r. .+'!"A,,.li Cr,i :t 0! adopted t.t?e ili✓`� i.i..�i C, �' t� desiccn Additions, de tions C I'i.v...'i t,^,. Hrr tt:°3 ?ir .mil; 1.., after this date will void this acc:ept�:nce- and 401 rr:citaire 7 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila�3Fire Prevention Bureau. 7/(1A't Date: -.11-o c1 By: TUKWILA EIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 and exact address for shut• eown or restoration a rnroirt • IJ FILE COPY • COWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 BAY VALVE 438p 133rd Street Tukwila, WA PAS SEP -C 200/' ukwilaFirg(a (50 /f � DATE: 7- d j -01I DRAWN: J /I- I SCALE: ' f %�/ 4385 S 133RD ST BLDG #F ASSOCIATED PERMITS 12-F-036 09-S-146 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** 33`- Site Address: 11,SC---- T s s King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? ❑ - Yes [3'No Tenant Name: 1;0 A MAIL 13 Property Owner's Name: SEl W 1 NC— Mailing Address: 4Ot'. �= W OU.St3 J 11 City CONTACT PERSON -if there are questions about the submittal. Name: S V6N) \S Company Name: 1 VFk.; 1 � ,WACO Nu( (J.k 9c 1(2 Day Telephone: State Zip 20. 7V2 141-6 Mailing Address: CVO S LUCA Sr E-mail Address: 51��'� %1�"S�� l , ml�.can�lty Sa IIU6 Bt Fax Number: Valuation of Project (contractor's bid price): $ "I Scope of Work (please provide detailed information): — of j (Slt\ cNO _CCAN w \ vu, j� s R(�Ol o i �ll�- vc-rvc i mCMIAV4 (uo COMM, Chi -An (ANL -1 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,f or 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 OWN Signature: OR AUTHORIZED AGENT: Print Name: Plan Permit App doc PAID FEB 21 2012 TUKWILA FIRE 7 3 //G7i 5/14/10 Date: Day Telephone: TFD FP Form 8 s ,c4r1 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bay Valve 4385 S 133rd St Permit No.: 09-S-146 Date: September 22, 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'/ 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. (C NO 1 7 r1ri-u w' -r -vv r -q FOSTCRIA PARK / 386. — 1/389 S. /3 3 5-r 1/y 3s- - gy97 5. / 31/ PC. cri N Fostoria Park Building #B 4475-4485 South 134th Place Owner: 425-828-6300 8" 1/389 /00 % 4439 340 ALL RISERS 8„ / = GO4e1Rq;s LooP /NGC. HO RANTS Z /40 ALL. BUILDINGS w^ Oct 20 2009 3:27PM FSI nyyrrirrn FSI Confidence Plus, Inc 1014 North St., Suite 200 Sumner, WA. 98390 253-826-0099 1 253-826-1033 Fax www.fsicpi.com 253 826 1033 p . 1 0 Protecting against loss of property and life ... Inspection Location: Fostoria Industrial Park Inspection Date: 10/6/09 Address: 4439 S 134th PL Tukwila, WA Contact Person: Kim Bentz Phone: 425-828-6300 Site Private Service Firemain ! i ,..-- " ' . - - -elm •(:., ; .. NoKii Supp\1 \ \ \ \ - — --- -,-, ....T..' tN• ., .„,...,\ 1 i •N ."\,.... \ , ...- ,,,,. • - "‘ 's.., , '. r -, nem '-..•._,• , ,—. ‘•M\ IL-IPINE . .-/ ../, 1 .-.... •' 7 ... ., # 4 'A •/ , -L,r. /'L,r,,...., .. _ // I I. t/\. /":------, OMI .,4 .a,./. i..? ., / /. / • .....-„-. / 1 . \ (2\ 6 1i /,,,, / \ \\ A 74144 „.. ,„ •-..,.-, \.N<A/ 7/ / \\ //. i 4i4 1.1M- 01 rN./,4.,. / ) h0C114;/t/ .7 / / 7les/ •/ / :7 fr"f /• /. . / ‘\\\ / . ., •// 1/7/Hydrant4j:X .„ :/ ,/ ...• ,/ / '/ Yi / / ,/ \, N) NN iw)..i\ 7 , / --..- 4 -/Yd 1 #3 t‘ At /I / ..,,_ /7 '--- At -„ita g, 4 7 , , , '''• .. `-../, 1-, 1 \ '' '‘.•, '-•--. \ ,11,414-1141111 The Safety Team Inc. 670 S. Lucile St. Seattle, WA. 98108 PO Box 81246 Phone (206) 762-1450 Fax (206) 762-1799 www.thesafetyteaminc.com To: Tukwila Fire Prevention 206 575 4407 Attn: Al Metzler From: The Safety Team Inc 206 762 1450 Steve Paris steve@thesafetyteaminc.com Re: Monitoring change -out from "Scan -Alert" to AES Radio Frequency Al: At Fostoria Park ("Bldg F" 4385 — 4389 S 113th St), we will be changing out the old scan -alert monitoring communicator panel for a AES Radio -Frequency monitoring panel. The old "Scan- Alert" panel transmitted (ZN-1)-Water Flow (ZN-2) Sprinkler tampers (ZN-3) PIV Tamper The new AES Radio Frequency panel will transmit the same zones. The Monitoring company will remain "The Alarm Center".... Lacey, Wa. We are including a cut sheet in the submittal Battery calculations are unnecessary ( Only 1 size of battery is require a -cut sheet). If you have any questions please call — Thank You Steve Paris The Safety Team Inc. 206 762 1450 ACCEPTED E' Without Comments 0 As Noted in Red O Per The Attached Letter -n plans have been reviewed by The Tukwila Fire ,fltion Bureau rr;• f -o eormance with current City :::'ards. Accepts,lce is subject to errors and . ;=;ions which do not aL_tnorize violations of adopted ,,dards and ordinances. The responsibility for the quacy of design rests totally with the designer. itions, deletions or revisions to these drawings after : Ess date will void this acceptance and will require a esubmlttal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by 'rhe Tukwila Fire Prevention Bureau. 1 Date: i -1 ')-- By: ,)1I TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown 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. 355• Design per NFPA 13 - Ordinary Hazard Occupancy -130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved Allheadsto be a minimum of 6' apart and to be unobstructed by any means • 6 - Add Reliable Model FI 155° Standard Response Brass Upright Sprinkler Heads %2 x %2 6 - Total NNW ( r / 0 Ova �.P FIG. 58 THREADED SIDE BEAM BRACKET Sire Runge • 3/8- fled • pipe si'es 1/2" thru 4„ brawled • Carboi, 5ttil Function`• Practical end economical bracket used to support piping Irom wood„ concrete or steel beams , Features • Unique design allows rod to be easily •.^'threaded into bracket Offset design permits unlimited rod adjust- ment Center mounting hole will accept 3/8" & 1/2" fastener bolts. Pet N F.P.A. y13: 1/2° dsru 2" pipe requires 3/8" fastener, 2 1/2" flint 4" pipe requires 1/2" fastener' Approvals • Underwn:ers Laboratories listed, Canadian Underwriters Laboratories Listed and Factory Mutual Engineering Approved through 4" pips 'Nat. U.L and F level the Fig 58 utilizing 2 • 016 x2" drive screws(F:g. , 125). iris fastening method was found to be adequate for use on 2" pipe and smaller in wo,:i construction Finish • Plain and Electro -Galvanized Order By • Figure flumes and finish PATENT PP1rDtNci u Hou Sere tire SUE A C Ui 01 I f c —lir . WEiGII1 PER 100 1/2 TIIRU 4 2.314- 3/8" 1.1/8" 33/64" 17/64" 7/16" 1.7/8" 1.1/2" MECHANICAL -T ASSEMBLY Style 920 Mechanical -T and Style 929 FIT Outlet/Mechanical T* OLISTED Approved Approved as noted in listings pages 107-111. ALWAYS CHECK GASKET SUPPLIED TO BE CERTAIN IT IS SUITED FOR THE SERVICE INTENDED. REFER TO PAGES 8 AND 9. ALWAYS LUBRICATE GASKET FOR PROPER COUPLING ASSEMBLY. REFER TO PAGE 8. PiPE MUST ALWAYS BE PREPARED IN ACCORDANCE WITH VICTAULIC® SPECIFICATIONS. REFER TO PAGES 32-33. 1. PREPARE TO ASSEMBLE: To prepare or assembly, remove one nut and bol fron housing. Loosen the other nut unti t, i5 flush with the end of the bolt. Do not remove. Remove the tape and lift the gasket from Mechanical -T. 2. CHECK GASKET ANO LUBRICATE: Apply a thin coat of Victaulic® Lubri- cant or silicotie lubricant to all surfaces of the gasket. This is essential toinsure proper sealing. Other compatible lubri- cants may be used, however do not use a petroleum base lubricant. Reposition gasket into housing using alignment tabs on sides for properposi- tioning. 3. POSITION MECHANICAL -T: To as semble the coupling on the pipe first rotate the lower housing approximately 90 degrees away from the upper hous- ing Place the upper, or outlet, section on to the face of the pipe In Hnewith the outlet hole. Rotate the lower section around the pipe and close the two halves. "See pages 72 & 73 tor FIT outlet pipe aes mhly_ 4. INSERT BOLT: insert bolt in its hole and finger tighten both nuts: Be certain oval -neck of bolt engages recess in housing. Make sure that the locating collar is in the outlet hole. This may be checked by rocking the upper housing in the hole. Also make sure that the positioning lugs are properly aligned. GR 14 5. TIGHTEN NUTS: Tighten bolt nuts uniformly until the upper housing Is in complete surface contact in the gasket pocket area and the assembly is rigid. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads for Styles 920 and 929. Torque in excess of 50 Ib. ft. is not desirable. NOTE: Increased bolt torque will not improve sealing. nee so' • STYLE 920 - MECHANICALT® PERFORMANCE DATA enaece 159 TYPICAL APPLICATIONS FOR FiG. 58 THREADED SiDE BEAM BRACKET Shown I'lere flanging up to 4" Pipe with Lag Bolt MECHANICAL -T "CROS" Cross connections can be achieved with Style 920 or 929 Mechanical -T. my by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as . above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: R branch connection has been made to upper housing prior to Mechanical -1' assembly, make certain this connection is et 90° to run prior to final tightening or Style 920 or 929 Mechanlcal•T. When Mechanical -Ts are used es transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ ' MECHANICAL -T . PERFORMANCE DATA She Ron x Branch 3x11',, x154, x2 4x155, x14, x2 Working Pressure PSI@ Standard/ Lightwell Steel Pipe Maximum 175 175 Bolt* Torque Required For Assembly Lb. Fl. 50 50 'Boll torque applies only to bolts/nuts securing Mechanical -7 to run. For assembly of branch to FR outlet refer to pages 80 0 81. @Total including equivalent external Mads. Shown Here Hanging up to 2" Pipe with Drive Sciews tl Tukwila Fire c:un,::ni Cry `.:1d .r. .+'!"A,,.li Cr,i :t 0! adopted t.t?e ili✓`� i.i..�i C, �' t� desiccn Additions, de tions C I'i.v...'i t,^,. Hrr tt:°3 ?ir .mil; 1.., after this date will void this acc:ept�:nce- and 401 rr:citaire 7 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila�3Fire Prevention Bureau. 7/(1A't Date: -.11-o c1 By: TUKWILA EIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 and exact address for shut• eown or restoration a rnroirt • IJ FILE COPY • COWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 BAY VALVE 438p 133rd Street Tukwila, WA PAS SEP -C 200/' ukwilaFirg(a (50 /f � DATE: 7- d j -01I DRAWN: J /I- I SCALE: ' f %�/ Working Pressure PSI@ Standard/ Bah Lighten!! Torque Steel Pipe Required For Size Assembly Run x Branch Naxlmom Lb. Fl. 30154,0155.52 500 50 44%, x155. xZ 500 50 x255, x3 500 5o 5x155, x2,12%. 500 50 03 500 50 Bxl55, x2, 12%, x3, x4 500 500 50 50 13x21/2, x3, x4 500 so 159 TYPICAL APPLICATIONS FOR FiG. 58 THREADED SiDE BEAM BRACKET Shown I'lere flanging up to 4" Pipe with Lag Bolt MECHANICAL -T "CROS" Cross connections can be achieved with Style 920 or 929 Mechanical -T. my by utilizing two Upper Housings of the same size, with the same or differing branch size connections. Assemble as . above, being certain that Locating Col- lar on each side is securely positioned Inside the hole. Nuts must be tightened to 50 Ib -ft. with even gaps between the bolt pads. NOTE: Alternate length bolts may be required for certain cross -type combi- nations. Contact Victaulic for details. IMPORTANT: R branch connection has been made to upper housing prior to Mechanical -1' assembly, make certain this connection is et 90° to run prior to final tightening or Style 920 or 929 Mechanlcal•T. When Mechanical -Ts are used es transition pieces between two runs, they must be assembled onto the runs before the branch connections are made. STYLE 929 - FIT OUTLET/ ' MECHANICAL -T . PERFORMANCE DATA She Ron x Branch 3x11',, x154, x2 4x155, x14, x2 Working Pressure PSI@ Standard/ Lightwell Steel Pipe Maximum 175 175 Bolt* Torque Required For Assembly Lb. Fl. 50 50 'Boll torque applies only to bolts/nuts securing Mechanical -7 to run. For assembly of branch to FR outlet refer to pages 80 0 81. @Total including equivalent external Mads. Shown Here Hanging up to 2" Pipe with Drive Sciews tl Tukwila Fire c:un,::ni Cry `.:1d .r. .+'!"A,,.li Cr,i :t 0! adopted t.t?e ili✓`� i.i..�i C, �' t� desiccn Additions, de tions C I'i.v...'i t,^,. Hrr tt:°3 ?ir .mil; 1.., after this date will void this acc:ept�:nce- and 401 rr:citaire 7 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila�3Fire Prevention Bureau. 7/(1A't Date: -.11-o c1 By: TUKWILA EIRE DEPARTMENT Please call: 575-4407 and give this job No. 0 and exact address for shut• eown or restoration a rnroirt • IJ FILE COPY • COWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 BAY VALVE 438p 133rd Street Tukwila, WA PAS SEP -C 200/' ukwilaFirg(a (50 /f � DATE: 7- d j -01I DRAWN: J /I- I SCALE: ' f %�/