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Home My WebLink About135 S FRENCH AVE_077280_2026 NSPECTION REPORT 41,1N GT0 Permit No.: 07- 7290 Lot #: Q' Address: 13,S Contractor: o,r,,� �s 4 0wner:,4,e4,.&ex o rc.,o6z, �I N G� Date: — Z - c3 '"''' . APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Ltd/Tir/ES��U Zoo y��(�Ddvs uric- ,7-,=4-7' o F A,cG o4 v m s-r 4 ri C. _s D.t�.�//r c.��. �s-'i/�TRH o ,p�,yG. -o/r•a� ,4617zpIVAr/c1 o.&. !-A IJ i r�s'� 0 0�1,.irlo.v a f o✓�R-�5/�y .�c/L/.dC Onoe � p!r-.t 0 Inspector: at —o TYPE OW INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: I �. 1 - r - ' I ■ 16 _ it I 1 I I ' I L ` I `�.r■ r _ I L+7� I '� _ �� `DTI-b Wti II G� 1 • 1 I I I I January 30,2007 Tony Cook and Della Antsen Commercial Fire Protection, Inc. P.O. Box 128 Mount Vernon, WA 98273 Re: BP 07-7280 Arlington School District fire sprinkler 135 S. French Street The fire sprinkler documents submitted with building permit#07-7280 have been reviewed for compliance with Utilities Division regulations. The following actions should be taken, but a re- submittal is not required. 1 The new sprinkler addition is connecting to a fire system that does NOT have an approved backflow assembly. Install a DCVA (Double Check Valve Assembly), at the point of connection with the public water system. 2 The assembly shall appear on the State of Washington Department of Health list of approved assemblies. 3 All the assemblies shall be tested by a State of Washington certified Backflow Assembly Tester, at owner's own expense. 4 The assembly shall be installed per City of Arlington standards. 5 The City of Arlington Water Department shall inspect the Assembly after it has been tested. You will need to provide a copy of the test report before calling for inspection. 6 If you have any questions please call Gus Tararan at(360)403-3542. Sincerely, Angela Gemmer Permit Technician I • City of Arlington • Development Services Permit Center REQUEST FOR REVIEW NAME: /^(rl�'r Ata�. )�h�� Distr��¢ BP #: o_7- 728U DATE: -z ,�'-o 7 RETURN THIS FORM BY: Z- 9-0 7 PROJECT SUMMARY: _ RESPON TMENTS ✓ Tvl�l �,., FiF.E nAVE A. ?UILDiNG KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UT( SCOTT B., BUILDING MSE BILL B., NATURAL RESOURCE YVONNE P., PLANNING IMIMW, ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JINA T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form w:th the"No Comments"�'x c�?ecked. PLEASE MARK ONE BOX. SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT t❑ COMMENTS P-e- lbe-viz,' - J_ 71 — 7�Z { /3jo REVIEWED BY DATE / �� 1 0 0 City of Arlington Community Development (j4 O January 30, 2007 Tony Cook and Della Antsen Commercial Fire Protection, Inc. P.O. Box 128 Mount Vernon, WA 98273 Re: BP 07-7280 Arlington School District fire sprinkler 135 S. French Street The fire sprinkler documents submitted with building permit 407-7280 have been reviewed for compliance with Utilities Division regulations. The following actions must be taken,but a re- submittal is not required. 1 The new sprinkler addition is connecting to a fire system that does NOT have an approved backflow assembly. Install a DCVA (Double Check Valve Assembly), at the point of connection with the public water system. 2 The assembly shall appear on the State of Washington Department of Health list of approved assemblies. 3 All the assemblies shall be tested by a State of Washington certified Backflow Assembly Tester, at owner's own expense. 4 The assembly shall be installed per City of Arlington standards. 5 The City of Arlington Water Department shall inspect the Assembly after it has been tested. You will need to provide a copy of the test report before calling for inspection. 6 If you have any questions please call Gus Tararan at(360)403-3542. Sincerely, Angela Gemmer Permit Technician Building Division 360.40:1.3-131 • Plnnnino-Division :i60. 103.31:i•1 N;lulral Rcsotirres 360.-I0 3.3-1-10 0xlc l;nliirccn�cmt 3(il),I(1:i.3I�% - 1 i • City of Arlington � � • Development Services JAN 2 5 200 Permit Center COA REQUEST FOR REVIEW NAME: Al,n2 tom, (5c&aZ BP #: Q 7- 728D DATE: i 0-7 RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS T0IA C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL ✓ SCOTT B., BUILDING BILL B., NATURAL RESOURCE L\/ONNE P., PLANNING EVISE , ., ENGINEERING t,A., CONSULTANT SHERRI PHELPS, BUS LIC TM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and vour comments in memo form. If you have no comments, please return the form ,n:th the''do Comments" -_x ,' ecked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO C NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 1--Z9 'o 7 a 0 • ,()1 1, City of Arlington oCommunity Development �'s Permit Center REQUEST FOR REVIEW NAME: .�r /,„ 4yo„ Ic% l/,rf, e t BP #: 07- 7',� ✓ DATE: - RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES p$p, SCOTT B., BUILDING RECNED ENGINEERING YVONNE P., PLANNING ,, ) ZW I SHERRI PHELPS, BUS LIC CENTER CWA., CONSULTANT DERYL T., MARYSVILLE UTIISO&SM'T JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY C DATE I -2,2, ——7 YO City • • • Public • Division Memo To: Permit Center From: Reta Shepard, Utilities Specialist v� CC: Augusto Tararan, Cross Connection Control Specialist 403-3542 Earl Anderson, Lead Distribution Specialist 403-3506 Date: January 22, 2007 Re: ASD, Fire Sprinkler Permit#07-7280, 135 S French Street The fire sprinkler documents submitted with building permit#07-7280 have been reviewed for compliance with Utilities Division regulations. Comments are as follows: 1 The new sprinkler addition is connecting to a fire system that does NOT have an approved backflow assembly. Install a DCVA (Double Check Valve Assembly), at the point of connection with the public water system. 2 The assembly shall appear on the State of Washington Department of Health list of approved assemblies. 3 All the assemblies shall be tested by a State of Washington certified Backflow Assembly Tester, at owner's own expense. 4 The assembly shall be installed per City of Arlington standards. 5 The City of Arlington Water Department shall inspect the Assembly after it has been tested. You will need to provide a copy of the test report before calling for inspection. 6 If you have any questions please call Gus Tararan at (360)403-3542. 0 Page 1 I . l y City of • • • • 1 • ��,&"o Memo To: Permit Center From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Control Specialist 403-3542 Earl Anderson, Lead Distribution Specialist 403-3506 Date: January 22,2007 Re: ASD, Fire Sprinkler Permit#07-7280, 135 S. French Street The fire sprinkler documents submitted with building permit#07-7280 have been reviewed for compliance with Utilities Division regulations. Comments are as follows: 1 The new sprinkler addition is connecting to a fire system that does NOT have an approved backflow assembly. Install a DCVA (Double Check Valve Assembly), at the point of connection with the public water system. 2 The assembly shall appear on the State of Washington Department of Health list of approved assemblies. 3 All the assemblies shall be tested by a State of Washington certified Backflow Assembly Tester, at owner's own expense. 4 The assembly shall be installed per City of Arlington standards. 5 The City of Arlington Water Department shall inspect the Assembly after it has been tested. You will need to provide a copy of the test report before calling for inspection. 6 If you have any questions please call Gus Tararan at(360)403-3542. 0 Page 1 -- � .Y�..� .t'= yi.aW ;�1. � • N.�t G1� Y O f City of Arlington -�� o Community Development 11NG'V Permit Center REQUEST FOR REVIEW NAME: =�r /,„4�a„ �S�/,oe% U,�>. > BP #: 07- 7',�r0 DATE: RETURN THIS FORM BY: �-�. -7 PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING RECEI1/�® YVONNE P., PLANNING SHERRI PHELPS, BUS LIC JAN 18 200 CWA., CONSULTANT DERYL T., MARYSVILLE UTIL COA PERMIT CENTER JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT I] - COMMENTS c)F cc svOT- �ucv sue— C1,01 C,�k S kG c REVIEWED BY / ��— DATE III-� !-f7 47`7 Commercial Fire Protection Inc Transmittal P.O. Box 128 - 17199 Bennett Road Today's Date: 01-09-2007 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM Date Sent: 01/09/2007 To: City of Arlington Project: 2006166 238 N Olympic Ave Arlington School Dist Arlington WA 98223 135 S. French Street Support Services Arlington WA 98223 Prepared By: DELLA ANTSEN Item Quantity Description 1 8 Plans&Calcs for Approval 2 8 Head Submittal 3 1 Permit Application Notes aAv p ,V+ Please sign and date this form as proof that you are in receipt of the above listed items Return form to Commercial Fire Protection Inc Signed: Date: i .� ' r � I G1V Y O f City of Arlington `y� o Community Development lING'v Permit Center REQUEST FOR REVIEW NAME: A r l,'n g tcn jC/ion/ BP #: (1 7- HO d DATE: / —//-o 7 RETURN THIS FORM BY: i PROJECT SUMMARY: ire s or„IPk/nr RESPONDING DEPARTMENTS TOM C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES ✓SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LIC CWA., CONSULTANT DERYL T., MARYSVILLE UTIL N/R ,� JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT Q COMMENTS REVIEWED BY DATE �• 1 C I -rNe Cl F:-, P1RL - I IV CCT'QIV CC]hJs-r F UCJ -r I i3I4 RE RM I T PE FRI" I -F h4U _ a Q-5-7— C312!0 Owner: ARLINGTON ;SCHOOL DINT 315 N FRENCH AV ARLING,oN '382 23 Value of Work: $25, 000. 00 Tay: ICE: Phone: 360-435-2156 Describe Work: FIRE SPRINKLER Proposed Use: COMMERCIAL BUILDING Legal Description: Job Address: 135 S. FRENCH STREET Contractor's Name Type Address License* COMMERCIAL FIRE PROTECTION SPR PO BOX 126 COMNEFP132MM F E R M I T F E E S Equipment and Fixtures Humber Fee Total Charge ------- - ----- ------- ------_------ SPRINKLER HYDO FLUSH 1 $3 38. 80 $338. 80 SPRINKLER INSP/PLAN REVIEW 1 $338. 80 $338. 80 S U B T O T A L. . . . . . $677.60 TOTALS Fee Consultant Fee S677. 60 Flan Fee $298. 35 SIG.NATUR • : TOTAL FEE. . . . . . . . . . . . . . . . . S975. 95 I f • EBY C:ER F HAVE READ AN AMINE PLICATION AMEN PAYMENTS. . . . . . . . . . . . . . . . . . $0. 0 KN W HE E TO BE TR ANf► COR- RE T LL R VISIO OF AW'3 AND TOTAL DUE. . . . . . . . . . . . . . . . . $975. 95 OCl IN NCE VEIN G T f 'S TYPE of WO K IIL-4- CO P_. QED TH WHETHER �P I! ECG I N DATE RECEIPT # B '!!G O L - C Ke c a- 3 U 0 Jo l - -1 ILM' i T■ . 11 . T � ■ i � r i it . I 1 tI NUS �' ■ � ■ I ' � ■ � ■ � L� ii � i I I 1 _Id 11 1 ' ■ ' - - j. I 1 ■ ir Io NN.I INN I 1 C. °^ FIRE SPRINKLER PERMIT APPLICATION ��I IN G"�C Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360) 403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS, EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: KN ew Fire Sprinkler ( ), Fire �/ 'Sprinkler Add/Alt ( ) Underground Fire Line Project Address: I 22_, S- ' "' '� oi Parcel ID#: t, Q n Project Valuation: -I I ?Z u — Number of Heads: U(1 Building Area (Sq Ft): Owner: , SCILMI Phone Number: rN Address: ity: State: _ Zip Code: - L•,-,�p� Contact Person: `l�� Phone Number: /, 0o ��-90 l3 Cell Phone.M Fax: J45�J �`-tp ' �O�Z E-mail- � O ()�'1(Z�(�� Address: ,,, l t City: State: Zip Code: 41-1 Contractor: (n MAC I�Q Phone Number: Address: � u�" City: ,�/20 My) State: �1 Zip Code: Contractor's License Number: C 1 MeF I `'�, , " 1 1 -Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- 'bed property vIll be in accordance with the laws, rules and regulation of the Stateof Washington. ppli nt Sign ture Date cola L � �.� Print Applicants Name RrtCrE tw a �-7z?0 'ON � �lT INTER FOR STAFF USE ONLY r 7- 7Z)f C Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-24 Page 1 of 1 5/05 dwa I January 26, 2007 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Arlington School District 135 S. French Street Arlington, WA City Job No. 07-7280 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the original and revised plans and calculations submitted by Commercial Fire Protection of Mt. Vernon, WA. The plan is approved subject to field inspection and the following: I. All new work is subject to a 200 psi hydrostatic test. 2. The Dry automatic sprinkler system shall be trip tested and water shall arrive at the inspectors test within 60 seconds. 3. The automatic sprinkler system shall be monitored by a UL listed Central Station that has a UUFX listing. If the monitoring company is located out of the area, a local on-call company shall be available to respond. 4. It has been disclosed that there is no current back flow preventor on the existing automatic sprinkler. This condition shall be addressed with the City Utilities Dept. For inspections and tests, contact Jim Tracy at 206-940-9622. II tLICO & Bui/ding lipr<��> 4clucts Technical Services: Tel: (800) 381-93 1 2 / Fax: (800) 791-5500 Series TY-FRB — 2_ S, 4.21 S.F, and 8.0 K-factor Upright, Pendent, arnd Recessed Pendent S rinkler Quick Response, Standard Coverage p s General to i f-Ied when exposed to corrosive at- m o s pheres. Although corrosion resis- to n t coated sprinklers have passed the Description standard corrosion tests of the appli- cable approval agencies, the testing is The Series TY-FRB, 2.8, 4.2, 5.6, and not representative of all possable n 8.0 K-factor, Upright and Pendent rosive atmospheres. Consequently, it Sprinklers described in this data sheet is recommended that the end userbe j ! are quick response - standard cover- co n sUltedwith respect to the suitability I € J age, decorative 3 mm glass bulb type of these coatings or angiven spray sprinklers designed for use in sive environment.The effcts of ambi- light a ordinary hazard, commercial e n t temperature, concentration of occupancies such as banks, hotels, chemicals•and gas/chemical velocity _ shopping malls, etc. shoUId be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Pendent Sprinkler, where ap- ch e m ical to which the sprinklers will be plicable, is intended for use in areas exposed. with a finished ceiling. It uses either a An intermediate level versions of the two-piece Style 10 (1/2 inch NPT) or Series TY-FRB Pendent Sprinklers ' . \Style 40 (3/4 inch NPT) Recessed Es- are detailed in Technical Data Sheet cutcheon with 1/2 inch (12,7 mm) of TFP356,and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Shee I (19,1 mm)of total adjustment from the t TFP780 flush pendent position, or a two-piece WARNINGS Style 20(112 inch NPT)or Style 30(3/4 The Series T WARNIARNI Sri 'inch NPT) Recessed Escutcheon with scribed herein must be installed and1/4 inch - r•� i� ment or (6,4 6 4to /2 inch recessed 12 7 mm) of maintained in compliance with this P ( ) document,as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro- dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any olheradih addition o the dices the accuracy to which the fixed ing jurisdiction. Failure to do so may Model/S pipe drops to the sprinklers must be impair the performance of these de- prinkler cut. vices. Identification Corrosion resistant coatings, where TheOwnerisresponsibleformaintain- /�, applicable, are utilized to extend the ing their fire protectioondns stem and de- Numbers tlhat which fe of ewoulld othoy erwise sre be ob- vices in Pro er operat g condition. TY1131 - Upright 2.8K, 1/2"NPT The installingcontractor or sprinkler TY1231 - Pendent 2.8K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2"NPT with any questions. IMPORTANT TY2231 - Pendent 4.2K, 1/2"NPT Always refer to Technical Data TY3131 - Upright 5.6K, 1/2"NPT Sheet TFP700 for the "INSTALLER TY3231 - Pendent 5.61K, 1/2"NPT WARNING" that provides cautions TY4131 - Upright 8.01K, 3/4"NPT with respect to handling and instal- TY4231 - Pendent B.OK, 3/4"NPT lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently cdamage a sprinkler system or its compo- nents nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. IAN 1121 07- 72V0 Page 1 of 10 APRIL, 2006 �."'`�# �4. A Rai% TFP171 1 Page 2 of 10 TFP171 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING 1/2„** NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFECTOR 7/1 5 m (57,2 mm) NOMINAL MAKE-IN 2 1-9/16" (39,7 mm) WRENCH —1L 2-3/16"rn 3 FLATS (55,6 rn) _ 1 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. —�{ 1/2"NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression 7-Bushing orifice Seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or20 PLATE SEATING 1/2„** NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 6* 2-3/16" —� 7/16" 5 (55,6 mm) (11,1 mm) NOMINAL 4 MAKE-IN 1-1/2" 2-3/1 6" 2 (38,1 mm) YFLATS H (55,6 mm) 3 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. —^1 1/2"NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 711 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT i i TFP171 Page 3 of 10 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or20 PLATE SEATING ** NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 6* T_ [ 7/16" 5 (55,6 mm) NOMINAL 4 MAKE-IN 1-1/2" 2-3/1 6" 2 (38,1 mm) WRENCH (55,6 mm) FLATS 3 SSP DEFLECTOR* �`- 2-7/8"(73,0 mm)DIA. _' 1/2"NPT** 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compresslon orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 1121NCH NPT ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or 40 PLATE SEATING ** NOMINAL RECESSED SURFACE 3/4 MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR T_ 6* 1/2" 5 2-5/16" (12,7 mm) (58,7 mm) NOMINAL 4 MAKE-IN (39,7 mm) WRENCH (57,2 mm) ' FLATS 3 1 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. 3/4"NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7l1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT i a. Page 4 of 10 TFP171 SPRINKLER FINISH(See Note 7) Technical K TYPE TEMP. BULB NATURAL CHROME I WHITE*** LIQUID BRASS PLATED POLYESTER Data 135°F/57°C Orange Approvals PENDENT 155°F/68°C Red UL and C-UL Listed. (TY1231) 1,2,3,5 FM, LPCB, and NYC Approved. and 175°F/79°C Yellow (Refer to Table A and B for complete UPRIGHT 200°F/93°C Green approval information including corro- 2 8 (TY1131) 286°F/141°C Blue sion resistant status.) 1/2" Maximum Working Pressure NPT 135°F/57°C Orange Refer to Table C. RECESSED 155°F/68°C Red Discharge Coefficient PENDENT (TY1231)* 175°F/79°C Yellow K= 2.8 GPM/psil/2 (40,3 LPM/barsl2) K =4.2 GPM/psil/2 (60,5 LPM/bars/2) Figure 5 200°F/93°C Green 1,2,5 K= 5.6 GPM/psis/2 (80,6 LPM/barf/2) 135°F/57°C Orange K=8.0 GPM/psis/2(115,2 LPM/barl/2) RECESSED 155°F/68°C Red Temperature Ratings PENDENT Refer to Table A and B (TY1231)** 175°F/79°C Yellow Finishes Figure 6 200°F/93°C Green Sprinkler: Refer to Table A and B. 135°F/57°C Orange Recessed Escutcheon:White Coated, PENDENT Chrome Plated,or Brass Plated. (TY2231) 155°F/68°C Red and 175°F/79°C Yellow Physical Characteristics UPRIGHT Frame . . . . . . . . . . . . Bronze U T 200°F/93°C Green PRIGH Button . . . . . . . . Brass/Copper 4.2 ( ) 286°F/141°C Blue 1 2 Sealing Assembly . . . . . . . . . . NPT 135°F/57°C Orange . Beryllium Nickel w/Teflont RECESSED Bulb . . . . . . . . . . . . Glass 155°F/68°C Red Compression Screw . . . . . Bronze PENDENT PEND 1)* 175°F/79°C Yellow Deflector . . . . . . . Copper/Bronze Bushing (K=2.8) . Bronze Figure 7 200°F/93°C Green 135°F/57°C Orange Operation RECESSED 155°F/68°C Red PENDENT The glass Bulb contains a fluid which (TY2231)** I 175°F/79°C Yellow expands when exposed to heat.When Figure 8 200°F/93°C Green the rated temperature is reached, the fluid expands sufficiently to shatter the NOTES: glass Bulb, allowing the sprinkler to 1.Listed by Underwriters Laboratories, Inc. (UL)as Quick Response Sprinklers. activate and water to flow. 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL)as Quick Re- sponse Sprinklers. Design 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprin- klers. Criteria teria 5.Approved by the City of New York under MEA 354-01-E. 7.Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. ` Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment right Sprinklers are Intended for fire Recessed Escutcheon,as applicable. protection systems designed in ac- **Installed with Style 20(1/2" NPT)or Style 30(3/4"NPT)1/2"Total Adjustment cordance with the standard installation Recessed Escutcheon, as applicable. rules recognized by the applicable **Frame and Deflector only. Listings and approvals apply to color(Special Order). Listing or Approval agency (e.g., UL N/A: Not Available Listing is based on the requirements of NFPA 13, and FM Approval is based LABORATORY LISTINGS AND APPROVALSTABLEA on the requirements of FM's Loss Pre- aE 2.8 AND 4.2 K-FACTOR SPRINKLERS vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for 2 recessed pendent installations. ' .L 0 a 0 i i TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 8) K TYPE TEMP. BULB NATURAL I CHROME I WHITE*** LEAD LIQUID BRASS I PLATED POLYESTER COATED 135°F/57°C Orange PENDENT 155°F/68°C Red (TY3231) 1,2,3,4,5,6,7 1,2,3,5 and 175°F/79°C Yellow UPRIG 200°F/93°C Green 5.6 ( !�" 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,4,5 N/A (TY3231)* 175°F/79°C Yellow Figure 9 200°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 1,2,4,5 N/A (TY3231)** 175°F/79°C Yellow Figure 10 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY4231) 1, 2,5 and 175°F/79°C Yellow 1,2,3,4,5,6,7 UPRIGHT 200°F/93°C Green 8.0 (TY4131) 286°F/141°C Blue 3/4" NPT 135°F/57°C Green RECESSED 155°F/68°C Orange PENDENT 1,2,4,5 N/A (TY4231)* 175°F/79°C Red Figure 11 200°F/93°C Yellow 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY4231)** 175°F/79°C Yellow Figure 12 200°F/93°C Green NOTES: 1.Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers. 2,Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL)as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4.Approved by the Loss Prevention Certification Board(LPCB Ref. No. 007k/04)as Quick Response Sprinklers; however,the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5.Approved by the City of New York under MEA 354-01-E. 6.VdS Approved(For details contact Tyco Fire&Building Products,Enschede,Netherlands,Tel. 31-53-428-4444/Fax 31-53-428-3377). 7.Approved by the Loss Prevention Certification Board(LPCB Ref. No. 094a/06)as Quick Response Sprinklers. 8.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. "*Installed with Style 20 (1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon, as applicable. ***Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS I Page 6 of 10 TFP171 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT(TY3231) and 2.8 UPRIGHT(TY3131) 175 PSI(12,1 BAR) NIA 1/2 RECESSED PENDENT NPT (TY323) PENDENT(TY4231) and 4.2 UPRIGHT(TY4131) 175 PSI(12,1 BAR) NIA 3/4" RECESSED PENDENT NPT (TY4231) PENDENT(TY3231) and 250 PSI(17,2 BAR) 175 PSI(12.1 BAR) 5.6 UPRIGHT(TY3131) OR 1/2" RECESSED PENDENT 175 PSI(12,1 BAR) NPT (TY323) NIA (SEE NOTE 1) PENDENT(TY4231) and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 8.0 UPRIGHT(TY4131) 3/4" RECESSED PENDENT NPT (TY4231) NIA NOTES: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc. (UL);the Listing by Underwriters Laboratories, Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE nections. Higher levels of torque may The Series TY-FRB Recessed Pen- Installation distort the sprinkler inlet and cause dent Sprinklers must be installed in leakage or impairment of the sprinkler. accordance with the following instruc- The Series TY-FRB Sprinklers must tions. be installed in accordance with the fol- lowing instructions: cient adjustment in the escutcheon Step A. After installing the Style 10. plate by under- or over-tightening the 20, 30,or40 Mounting Plate,as appli- NOTES sprinkler. Readjust the position of the cable, over the sprinkler threads and Do not install any bulb type sprinkler if sprinkler fitting to suit. With pipe thread sealant applied to the the bulb is cracked or there is a loss of The Series TY-FRB Pendent and Up- pipe threads, into the sprinklerdighten the sprin- liquid from the bulb. With the sprinkler right Sprinklers must be installed in kler held horizontally, a small air bubble accordance with the following instruc- Step B. Tighten the sprinkler into the should be present. The diameter of the tions. sprinkler fitting using only the W-Type air bubble is approximately 1116 inch Step 1. Pendent sprinklers are to be 7 Recessed Sprinkler Wrench (Ref. (1,6 mm) for the 135°F/57°C to 3132 installed in the pendent position, and Figure 14).With reference to Figure 1, inch (2,4 mm) for the 286°F1141°C upright sprinklers are n be installed in 2, 3, and 4, the W-Type 7 Recessed temperature ratings. the upright position. Sprinkler Wrench is to be applied to A leak tight 112 inch NPT sprinklerjoinf the sprinkler wrench flats. should be obtained with a torque of 7 Step 2. With pipe thread sealant ap- Step C.After the ceiling has been in- to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- plied to the pipe threads, hand tighten stalled or the finish coat has been ap- mum of 21 ft. lbs. (28,5 Nm)of torque the sprinkler into the sprinkler fitting. plied, slide on the Style 10, 20, 30,or may be used to install sprinklers with Step 3. Tighten the sprinkler into the 40 Closure over the Series TY-FRB 112 NPT connections. A leak tight 314 sprinkler fitting using only the W-Type Sprinkler and push the Closure over inch NPT sprinklerjoint should be ob- 6 Sprinkler Wrench (Ref. Figure 13). the Mounting Plate until its flange tained with a torque of 10 to 20 ft.lbs. With reference to Figures 1, 2, 3, and comes in contact with the ceiling. (13,4 to 26,8 Nm). A maximum of 30 4,the W-Type 6 Sprinkler Wrench is to ft.lbs. (40,7Nm)of torque is to be used be applied to the sprinkler wrench to install sprinklers with 314 NPT con- flats. i TFP171 Page 7 of 10 2-7/8"DIA. 2-7/8"DIA. 5/8t1/4" (73,0 mm) 3/4"(19.1 mm) 1/2t1/8" (73,0 mm) 1/2"(12,7 mm) (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) (57,2 mmi FACE OF (57,2 mm) MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8„ (3,2 mm) _ (3,2 m) ��— MOUNTING MOUNTING SURFACE SURFACE SERIES 1-5/16" 33,3 mm) CLOSURE SERIES 1-5/16" 33,3 mm) CLOSURE TY-FRB 1-1/16"(27,0 mm) TY-FRB 13/16"(20,6 mm) FIGURE 5 FIGURE 6 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE-112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5I8t1/4" (73,0 mm) 3l4" 19,1 mm 112t1I8" (73,0 mm) 1/2" 12,7 mm) (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) (57,2 mm) I FACE OF (57,2 mm) MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8„ 1/8,. (3,2 r m ( m) MOUNTING MOUNTING SURFACE SURFACE o SERIES 1-1/4" 31,8mm SERIES 1-1/4" 31,8mm CLOSURE TY-FRB CLOSURE TY-FRB 1"(25,4mm) FIGURE 7 FIGURE 8 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT objects; otherwise, non-operation in by brushing it with a soft bristle brush. Care and the eventofa fire or inadvertent opera- Care must be exercised to avoid dam- Maintenance tion may result. age to the sprinklers - before, during, Absence of an escutcheon, which is and after installation. Sprinklers dam- The Series TY-FRB Sprinkles must used to cover a clearance hole, may aged by dropping, striking, wrench be maintained and serviced in accord- delay the time to sprinkler operation in twist/slippage, or the like, must be re- ance with the following instructions: a fire situation. placed. Also, replace any sprinkler Sprinklers that are found to be leaking that has a cracked bulb or that has lost NOTES or exhibiting visible signs of corrosion liquid from its bulb. (Ref. Installation Before closing a fire protection system must be replaced. Section). main control valve for maintenance Frequent visual inspections are rec- Automatic sprinklers must never be work on the fire protection system that ommended to be initially performed for it controls,permission to shut down the painted, plated, coated or otherwise corrosion resistant coated sprinklers, affected fire protection system must be altered after leaving the factory.Modi- after the installation has been com- obtained from the proper authorities fied sprinklers must be replaced. pleted,to verify and all personnel who may be affected Sprinklers that have been exposed to rrosion resistant coating.integrity coat n . Thereafter, by this action must be notified. corrosive products of combustion, but annual inspections per NFPA 25 have not operated,should be replaced should suffice; however, instead of in- The owner must assure that the sprin- if they cannot be completely cleaned specting from the floor level,a random klers are not used for hanging of any by wiping the sprinkler with a cloth or i I I I I Page 8 of 10 TFP171 2-7/8"DIA_ 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19.1 mm) 1/2±1/8" (73,0 mm) 1/2"(12,7 mrn) (15,9±6,4 mm) 1/4"(6,4 mm) (12.7±3,2 mm) 1/4" 6,4 mm ,�- 2-1/4"DIA. 2-1/4"DIA. ( ) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER I PLATE SPRINKLER PLATE FITTING FITTING 118" (3,2 mm) ( m) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-114"(31,8mm) CLOSURE SERIES 1-1/4'(31,8 mm) TY-FRB 3/4"(19.1 mm) TY-FRB 1"(25,4 mm) FIGURE 9 FIGURE 10 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 5.6 K-FACTOR, 112 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) 1/2+1/8" (73,0 mm) 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA. _ 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) (57,2 mm) (57,2 mm) FACE OF MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/81, (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5116"(33,3 mm) CLOSURE SERIES 1-5/16" 33,3 mm TY-FRB 13/16"(20.6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 11 FIGURE 12 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT 8.0 K-FACTOR, 314 INCH NPT sampling of close-up visual inspec- WRENCH tions should be made, so as to better RECESS determine the exact sprinkler condi- tion and the long term integrity of the WRENCH RECESS corrosion resistant coating, as it may (END"A"USED FOR be affected by the corrosive conditions 1/2"NPT MODELS) present. 1UI The owner is responsible for the in- spection, testing, and maintenance of WRENCH RECESS their fire protection system and de- (END"B"USED FOR PUSH WRENCH vices in compliance with this docu- 3/4"NPT MODELS) INTO ENSURE ENGAGEMENT ment, as well as with the applicable WITH SPRINKLER standards of the National Fire Protec- FIGURE 13 WRENCHING AREA tion Association (e.g., NFPA 25), in W-TYPE 6 SPRINKLER addition to the standards of any other WRENCH FIGURE 14 authorities having jurisdiction. The in- W-TYPE7 RECESSED stalling contractor or sprinkler manu- SPRINKLER WRENCH facturer should be contacted relative tested, and maintained by a qualified to any questions. Inspection Service in accordance with It is recommended that automatic local requirements and/or national sprinkler systems be inspected, codes. I I I TFP171 Page 9 of 10 P/N 57 - XXX - X - XXX TEMPERATURE MODEL/SIN RATING SPRINKLER 330 2.8K UPRIGHT(1/2"NPT) TY1131 135 135°F157°C 331 2.8K PENDENT(1/2"NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT(1/2"NPT) TY2131 4 WHITE POLYESTER 175 175°F/79°C 341 4.2K PENDENT(1/2"NPT) TY2231 3 WHITE(RAL9010)' 200 200°F/93°C 370 5.6K UPRIGHT(1/2"NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT(1/2"NPT) TY3231 7 LEAD COATED 390 8.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 "Eastern Hemisphere sales only. TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS charges, regardless of whether TFBP Limited was informed about the possibility of Ordering such damages, and in no event shall procedure Warranty TFBP's liability exceed an amount Products manufactured by Tyco Fire& equal to the sales price. When placing an order, indicate the Building Products (TFBP) are war- The foregoingyarranty is made in lieu full product name. Refer to the Price ranted solely to the original Buyer for of any and all other warranties. ex- List for complete listing of Part Num- ten(10)years against defects in mate- press or implied, including warranties bers. rial and workmanship when paid for of merchantability and fitness fora and properly installed and maintained ticular purpose.ose. Contact your local distributor for avail- and Y ability. under normal use and service. This This limited warranty sets forth the ex- warranty will expire ten (10) years clusive remedy for claims based on Sprinkler Assemblies with NPT from date of shipment by TFBP. No failure of or defect in products, materi- Thread Connections: warranty is given for products or com- als or components, whether the claim Specify: (Specify Model/SIN), Quick ponents manufactured by companies is made in contract, tort, strict liability Response, (specify K-factor), (specify not affiliated by ownership with TFBP, or any other legal theory. temperature rating), Series TY-FRB or for products and components which s eci Pendent or Upright)Sprinkler have been subject to misuse,improper This warranty will apply to the full ex- with (specify type of finish or coating), installation, corrosion, or which have tent permitted bylaw.The invalidity,in ( P Y from 9) not been installed, maintained, mod! whole or part, of any portion of this PIN (specify from Table D). fied or repaired in accordance with ap- warranty will not affect the remainder. plicable Standards of the National Fire Specify:eStyle c(10 Escutcheon: 20, 30, or 40) Re- Protection Association, and/or the cessed Escutcheon with (specify')fin- standards of any other Authorities ish, P/N (specify*). Having Jurisdiction. Materials found by TFBP to be defective shall be either •Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. the sale of products or parts of prod- ucts.TFBP shall not be responsible for Specify: W-Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,special or consequential dam- ages, including but not limited to labor i TFP171 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 Arlington School District Dra_ wiles :,;, pate:101512006 12006 HYDRAULIC 1124107 9:32 Zv INFORMATION SHEET Job Name : Arlington School D i t rict Location: 135 S. French Stree -� Arlington, Washington 98223 Drawing Date: 10/5/2006 Contractor: Commercial Fire Remote Area Number: Protection, Inc . Telephone: 2 360-848-9093 17199 Bennett Roacl Mt. Vernon, Washi-rngt pn 98273 Designer: Tony Cook Calculated By: SprinkCAD www. sprinkcad.com 451 N. Cannon Ave _ Lansdale, PA 19446 Construction: WOOD CONST Reviewing Authorities :CITY OF ARL T NG TON Occupancy:ORD HAZ GR I SYSTEM DESIGN Code:NFPA#13 Hazard : ORD GR II Area of Sprinkler Oper. 1500 s q f tl SYstem Type:WET Density (gpm/sq ft) 0 .200 Sprinkler or Nozzle Area per Sprinkler 117 . 0 S cl Et � Make: TYCO Hose Allowance Inside O gPrn Model : TY-FRB Hose Allowance Outside 250 gprn K-Factor: 5. 60 Temperature Rating: 200 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 621. 0 psi Required: 5 9 .3 @ Source WATER SUPPLY Water Flow Test ':'ump Data Date of Test Rated Capacit r Static Pressure 77 . 0 psi Rated Pessure 0 gpm Residual Pres 70 . 0 psi + Elevation 0. 0 Psi At a Flow of 750 gpm ( Make : 0 Elevation 216" I Mode l : Location: BASE OF EXISTING RISER Source of Information: RISER TAG SYSTEM VOLUME 165 Gallons Notes: a 391-07-166 VED IEV'i C - �00� ` fish D"010 RMrr CENTtR 1 r' :16� - 5i , .o ® 'CT CL U- S 6. 0o — OL W� � LO CD - 0) U) 00 N O 1 O N O O co U 7 c O U) Q. (n -- - O- O) a Cl) r 00 Cj N M LO O N U N LO U o a cn 0 n LL E U Ui cz ( LO a N O Ln EZ Q.Q 0� r, Lo X ti LU — LL ai O LU N U U LO U � Ll m I M LL N O J U O — — • U � — O O —co Cn LL 0 O O Co co N N 00 'L C LO L] u N 005tN N p � U U � L Q O O0 LL 00 O O)C� O)O E Lo E - Q O O O O O O O d' N O 00 (O N i Arlington ,school District Drawing Date:101512006 1/24/07 9:32 HYDRAULIC CALC,TION DETAILS HYDRAULIC FLOW LOSS OTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 371 53 .4 psi 1 Pipe 4" 40x2l 8 ' 120 4 . 026 371 0 . 3 1 4" Fingd Alarm Valve 'IF" CHART LOSS 371 1 . 2 1 4" Fingd Gate Valve Kennedy 114068A" 2 ' 120 4 . 026 371 0 . 1 1 4" Grvd Back Flow Valve WILKINS 114" CHART LOSS 371 4 .4 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at Source 621 59.3 psi Water Source 78 . 1 psi static, 71. 1 psi residual @ 750 gpm 621 gpm 73. 1 psi SAFETY PRESSURE 13 . 8 psi NOTE: Water Source has been adjusted to include a change of elevation of 216" flow test to point of connection Available Pressure of 73 . 1 psi Exceeds Required Pressure of 59.3 psi This is a safety margin of 13 . 8 psi or 19 % of Supply Maximum Water Velocity is 23 .3 fps SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 1/24/ 7 JOB TITLE: Arlington School District WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 77 . 0 70 . 0 750 .0 73 . 1 621 . 0 59.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 621. 0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM TOTAL HOSE STREAM ALLOWANCES 250. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 371. 0 GPM NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 22 10 . 9 - - - - 49. 8 - - 30 11 . 3 K= 5 . 60 17 . 5 23 .4 31 11 .3 K= 5 . 60 19 .3 24 .6 32 11 .3 K= 5 . 60 26. 1 28 . 6 33 11 . 3 K= 5 . 60 30 .3 30 . 8 34 10 . 9 - - - - 45 .4 - - - 35 11 . 3 K= 5 . 60 39. 2 35 . 1 36 10 . 9 - - - - 45 . 6 - - - 37 11 . 3 K= 5 . 60 17 . 6 23 .5 38 11 . 3 K= 5 . 60 19.4 24 . 6 39 11 . 3 K= 5 . 60 26. 2 28 . 7 40 11 . 3 K= 5 . 60 30 . 5 30 . 9 41 11 . 3 K= 5 . 60 39. 4 35 . 1 42 10 . 9 - - - - 46 .4 - - - 43 11 . 3 K= 5 . 60 21 . 9 26 .2 44 11 .3 K= 5 . 60 24 . 2 27 . 5 45 11 . 3 K= 5 . 60 32 . 6 32 . 0 50 11 . 3 - - - - 40 . 1 - - - 51 11 .3 - - - - 40 .3 - - - 52 11 . 3 - - - - 44 . 3 - - - C1 11 .2 - - - - 52 . 1 - - - W 11 . 2 TOP OF RISER 53 .4 371. 0 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 1/24/ 7 JOB TITLE: Arlington School District PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 371 . 0 3 . 260 PL 0 .25 PF 2 .4 22 10 . 9 0 . 0 49. 8 0 . 0 14 .4 120 FTG T PE -0 .1 C1 11 . 2 0 .0 52 . 1 0 . 0 0 . 116 TL 20 .41 PV 0. 0 Pipe: 2 371 . 0 3 . 260 PL 9 .33 PF 3 .4 42 10 . 9 0 .0 46.4 0 . 0 14 .4 120 FTG T PE 0 . 0 22 10 . 9 0 . 0 49. 8 0 . 0 0 . 116 TL 29 .49 PV 0 . 0 Pipe: 3 23 .4 1 . 049 PL 10 .38 PF 1 .8 30 11 . 3 5 . 6 17 . 5 23 .4 8 . 8 120 FTG ---- PE 0 . 0 31 11 . 3 5 . 6 19.3 24 . 6 0 . 174 TL 10 .38 PV 0 .0 Pipe: 4 48 . 0 1 . 049 PL 10 . 38 PF 6 . 8 31 11 .3 5 . 6 19 .3 24 . 6 18 . 0 120 FTG ---- PE 0 . 0 32 11 . 3 5 . 6 26 . 1 28 . 6 0 . 657 TL 10 .38 PV 0 . 0 Pipe: 5 76 . 6 1 . 380 PL 10 .38 PF 4 .3 32 11 .3 5 . 6 26 . 1 28 . 6 16 . 6 120 FTG ---- PE 0 . 0 33 11 .3 5 . 6 30 . 3 30 . 8 0 . 410 TL 10 .38 PV 0 . 0 Pipe: 6 107 .4 1 . 380 PL 6. 75 PF 9 .8 33 11 . 3 5 . 6 30 .3 30.8 23 .3 120 FTG T PE 0 . 0 50 11 .3 0 . 0 40 . 1 0.0 0 . 767 TL 12 . 75 PV 0 . 0 Pipe: 7 142 . 5 3 . 260 PL 11 .25 PF 0 .2 34 10 . 9 0 . 0 45 .4 0 . 0 5 . 5 120 FTG ---- PE 0 . 0 36 10 . 9 0 . 0 45 . 6 0 . 0 0 . 020 TL 11.25 PV 0 . 0 Pipe: 8 142 . 5 1 . 610 PL 0 .33 PF 5 . 1 50 11 .3 0 . 0 40 . 1 0 . 0 22 . 7 120 FTG T PE 0 . 1 34 10 . 9 0 . 0 45 .4 0 . 0 0 . 611 TL 8 .33 PV 0 . 0 Pipe: 9 35 . 1 1 . 380 PL 3 . 63 PF 0 . 9 35 11 . 3 5 . 6 39 .2 35. 1 7 . 6 120 FTG T PE 0 . 0 50 11 .3 0 . 0 40 . 1 0.0 0 . 097 TL 9. 63 PV 0 . 0 Pipe: 10 1 142 . 8 1 . 610 PL 0 .33 PF 5 . 1 51 11 . 3 0 . 0 40 .3 0 . 0 22 . 7 120 FTG T PE 0 . 1 36 10 . 9 0 . 0 45 . 6 0 . 0 0 . 614 TL 8 .33 PV 0 . 0 Pipe: 11 285 .3 3 . 260 PL 11. 75 PF 0 . 8 36 10 . 9 0 . 0 45 . 6 0 . 0 11 . 1 120 FTG ---- PE 0 . 0 42 10 . 9 0 . 0 46 . 4 0 . 0 0 . 071 TL 11. 75 PV 0 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 1/24/ 7 JOB TITLE: Arlington School Di strict PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 12 23 . 5 1. 049 PL 10 . 38 PF 1 . 8 37 11. 3 5 . 6 17 . 6 23 . 5 8 . 8 120 FTG ---- PE 0 . 0 38 11 . 3 5 . 6 19 .4 24 . 6 0 . 175 TL 10 . 38 PV 0 . 0 Pipe: 13 48 . 1 1. 049 PL 10 .38 PF 6 . 8 38 11 .3 5 . 6 19 .4 2 4 . 6 18 . 0 120 FTG ---- PE 0 . 0 39 11 . 3 5 . 6 26 . 2 2 8 . 7 0 . 660 TL 10 . 38 PV 0 . 0 Pipe: 14 76 . 8 1. 380 PL 10 .38 PF 4 . 3 39 11 . 3 5 . 6 26 . 2 2 8 . 7 16 . 6 120 FTG ---- PE 0. 0 40 11 . 3 5 . 6 30 . 5 30 . 9 0 .412 TL 10 .38 PV 0 . 0 Pipe: 15 107 . 7 1.380 PL 6. 75 PF 9. 8 40 11 . 3 5 . 6 30 .5 30 . 9 23 . 3 120 FTG T PE 0 . 0 51 11 . 3 0 . 0 40 .3 0 . 0 0. 771 TL 12 . 75 PV 0 . 0 Pipe: 16 35. 1 1.380 PL 3 . 63 PF 0 . 9 41 11 . 3 5 . 6 39 .4 35 . 1 7. 6 120 FTG T PE 0 . 0 51 11 . 3 0 . 0 40 .3 0 . 0 0 . 097 TL 9 . 63 PV 0 . 0 Pipe: 17 85. 7 1. 610 PL 0 . 33 PF 2 . 0 52 11.3 0 . 0 44 .3 0 . 0 13 . 6 120 FTG T PE 0 . 1 42 10. 9 0 . 0 46.4 0 . 0 0 .239 TL 8 .33 PV 0 . 0 Pipe: 18 26.2 1. 049 PL 10 .38 PF 2 .2 43 11 . 3 5 . 6 21 . 9 26 . 2 9. 8 120 FTG ---- PE 0 . 0 44 11 . 3 5 . 6 24 .2 27 . 5 0 .215 TL 10 . 38 PV 0 . 0 Piper 19 53 . 8 1 . 049 PL 10 . 38 PF 8 .4 44 11 . 3 5 . 6 24 . 2 27 . 5 20.2 120 FTG ---- PE 0 . 0 45 11.3 5 . 6 32 . 6 32 . 0 0 . 811 TL 10 . 38 PV 0 . 0 Pipe: 20 85 . 7 1 . 380 PL 17 . 13 PF 11 . 7 45 11 . 3 5 . 6 32 . 6 32 . 0 18 . 6 120 FTG T PE 0. 0 52 11 .3 0 . 0 44 .3 0 . 0 0 . 506 TL 23 . 13 PV 0. 0 Pipe: 21 371.0 4 .260 PL 28 . 33 PF 1 . 3 C1 11 .2 0 . 0 52 . 1 0 . 0 8.4 120 FTG E PE 0 . 0 W 11 . 2 0 . 0 53 .4 0 . 0 0 . 031 TL 41 . 50 PV 0 . 0 I Arlington School District awing Date:101512006 1/24/07 9:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Arlington School District Location: 135 S. French Street Arlington, Washington 98223 Drawing Date : 10/5/2006 Remote Area Number: 1 Contractor: Commercial Fire Telephone:360-848-9093 Protection, Inc. 17199 Bennett Road Mt . Vernon, Washington 98273 Designer: Tony Cook Calculated By:SprinkCAD www. sprinkcad. com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: WOOD CONST Occupancy:ORD HAZ GR I Reviewing Authorities :CITY OF ARLINGTON SYSTEM DESIGN Code:NFPA #13 Hazard:ORD HAZ GRI System Type:DRY Area of Sprinkler Oper. 1950 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 1 Make: TYCO Area per Sprinkler 120 . 0 sq ftj Model : TY-FRB Hose Allowance Inside 0 gpm K-Factor: 5 . 60 Hose Allowance Outside 250 gpm, Temperature Rating: 200 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 651.4 psi Required: 65. 6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 77 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 70 . 0 psi Elevation 0 At a Flow of 750 gpm Make: Elevation 216" I Model : Location: BASE OF EXISTING RISER Source of Information: RISER TAG SYSTEM VOLUME 165 Gallons Notes: I o° �`O�sn DocedC Arlington School District Drawing Date:101512006 1/24/07 9:30 HYDRAULIC CALCLJ,TION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 401 54. 9 psi 1 3" Grvd Butterfly Valve "BFV" 10 ' 100 3 . 068 401 2 . 5 1 3" Grvd Dry Valve Tyco F3061 CHART LOSS 401 2 . 3 1 Pipe 4" 40x21 8 ' 120 4 . 026 401 0 . 4 1 4" Fingd Alarm Valve "F" CHART LOSS 401 1. 4 1 4" Fingd Gate Valve Kennedy 114068A" 2 ' 120 4 . 026 401 0. 1 1 4" Grvd Back Flow Valve WILKINS 114" CHART LOSS 401 4 . 0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at Source 651 65. 6 psi Water Source 78 . 1 psi static, 71. 1 psi residual @ 750 gpm 651 gpm 72.7 psi SAFETY PRESSURE 7.1 psi NOTE: Water Source has been adjusted to include a change of elevation of 216" flow test to point of connection Available Pressure of 72 .7 psi Exceeds Required Pressure of 65. 6 psi This is a safety margin of 7 . 1 psi or 10 % of Supply Maximum Water Velocity is 15 . 6 fps y 't 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 1/24/ 7 JOB TITLE: Arlington School District WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS @ PRESS @ DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 77 . 0 70 . 0 750 . 0 72 . 7 651 .4 65 . 6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 651.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM TOTAL HOSE STREAM ALLOWANCES 250. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 401.4 GPM NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge ft (PSI) (GPM) 1 18 . 9 K= 5 . 60 11 . 5 19 . 0 2 15 . 1 K= 5. 60 14 . 9 21 . 6 3 11 . 5 K= 5 . 60 22 . 9 26 . 8 4 18 . 9 K= 5 . 60 11 . 6 19 . 1 5 15 . 1 K= 5 . 60 14 . 9 21 . 6 6 11 . 5 K= 5 . 60 23 . 0 26 . 9 7 18 . 9 K= 5 . 60 11. 7 19 . 2 8 15 . 1 K= 5 . 60 15 . 1 21 . 8 9 11 . 5 K= 5. 60 23 . 3 27 . 0 10 21 . 9 K= 5 . 60 10 .3 18 . 0 11 16 . 6 K= 5. 60 14 .2 21 . 1 12 11 . 6 K= 5 . 60 22 . 9 26 . 8 13 21 . 9 K= 5. 60 10 .4 18 . 0 14 16 . 6 K= 5 . 60 14 .3 21 . 2 15 11 . 6 K= 5. 60 23 . 0 26 . 8 16 21 . 9 K= 5. 60 10 . 5 18 . 2 17 16 . 6 K= 5 . 60 14 . 5 21 . 3 18 11 . 6 K= 5 . 60 23 .2 27 . 0 19 9 . 5 - - - - 31. 1 - - - 20 2 .4 - - - - 38 . 7 - - - 21 2 .4 - - - - 39 . 0 - - - 22 10 . 9 - - - - 50 .3 - - - 34 10 . 9 - - - - 41 . 6 - - - 36 10 . 9 - - - - 43 . 7 - - - 42 10 . 9 - - - - 45 . 9 - - - Al 11 . 3 - - - - 25 . 1 - - - A2 11 .3 - - - 25 . 2 - - - A3 11 . 3 - - - 25 . 5 - - - A4 11 .3 - - - - 28 . 8 - - - B1 11 . 3 - - = 25 .2 - - - I �1 M SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 1/24/ 7 JOB TITLE: Arlington School District NODE ANALYSIS DATA Node Tag Elevation Node Type Pressure Discharge f t (PSI) (GPM) B2 11. 3 - - - - 25 . 3 - - - B3 11. 3 - - - - 25 . 6 - - - C1 11.2 - - - 52 . 9 w 11. 2 TOP OF RISER 54 . 9 401 . 4 b R I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 1/24/ 7 JOB TITLE: Arlington School District PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 19 . 0 1 . 049 PL 10 . 21 PF 1 . 7 1 18 . 9 5 .6 11. 5 19. 0 7 . 1 100 FTG ---- PE 1 . 6 2 15 . 1 5 .6 14 . 9 21. 6 0 . 166 TL 10 .21 PV 0 . 0 Pipe: 2 40 . 6 1. 049 PL 9. 67 PF 6 . 5 2 15 . 1 5 .6 14 . 9 21. 6 15 . 2 100 FTG -_-- PE 1 . 5 3 11 .5 5 .6 22 . 9 26 . 8 0 . 676 TL 9 . 67 PV 0 . 0 Pipe: 3 67 .4 1. 380 PL 0 . 54 PF 2 . 2 3 11 . 5 5 .6 22 . 9 26 . 8 14 . 6 100 FTG T PE 0 . 1 B1 11 . 3 0 . 0 25 .2 0 . 0 0.454 TL 4 . 82 PV 0 . 0 Pipe: 4 19. 1 1 . 049 PL 10 . 21 PF 1 . 7 4 18 . 9 5 .6 11. 6 19. 1 7. 1 100 FTG ---- PE 1 . 6 5 15 . 1 5 .6 14 . 9 21. 6 0 . 167 TL 10 .21 PV 0 . 0 Pipe: 5 40 . 7 1 . 049 PL 9. 67 PF 6 . 6 5 15 . 1 5 .6 14 . 9 21. 6 15 .2 100 FTG ---- PE 1 . 5 6 11 . 5 5 . 6 23 . 0 26 . 9 0 . 678 TL 9 . 67 PV 0 . 0 Pipe: 6 67 . 5 1.380 PL 0 . 54 PF 2 .2 6 11 .5 5 . 6 23 . 0 26.9 14 . 6 100 FTG T PE 0 . 1 B2 11 . 3 0 . 0 25 . 3 0 . 0 0 .456 TL 4 . 82 PV 0 . 0 Pipe: 7 19. 2 1 . 049 PL 10 . 21 PF 1 . 7 7 18 . 9 5 . 6 11 . 7 19.2 7 .2 100 FTG ---- PE 1 . 6 8 15 . 1 5 . 6 15 . 1 21. 8 0 . 169 TL 10. 21 PV 0 . 0 Pipe: 8 40 . 9 1 . 049 PL 9. 67 PF 6 . 6 8 15 . 1 5 . 6 15 . 1 21. 8 15 .3 100 FTG ---- PE 1 . 5 9 11 . 5 5 . 6 23 . 3 27 . 0 0 . 686 TL 9. 67 PV 0 . 0 Pipe: 9 68 . 0 1 . 380 PL 0. 54 PF 2 .2 9 11 . 5 5 . 6 23 . 3 27. 0 14 . 7 100 FTG T PE 0 . 1 B3 11 . 3 0 . 0 25 . 6 0 . 0 0 .461 TL 4. 82 PV 0 . 0 Pipe: 10 18 . 0 1 . 049 PL 10. 85 PF 1 . 6 10 21 . 9 5 . 6 10 . 3 18 . 0 6. 7 100 FTG ---- PE 2 .3 11 16 . 6 5 . 6 14 . 2 21 . 1 0 . 150 TL 10. 85 PV 0 . 0 Pipe: 11 39 . 1 1 . 049 PL 10 . 28 PF 6 . 5 11 16 . 6 5 . 6 14 . 2 21 . 1 14 . 7 100 FTG ---- PE 2 .2 12 11 . 6 5 . 6 22 . 9 26 . 8 0 . 631 TL 10 . 28 PV 0 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 1/24/ 7 JOB TITLE: Arlington School District PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 12 65 . 9 1. 380 PL 0 . 56 PF 2 . 1 12 11 . 6 5 . 6 22 . 9 26. 8 14 .3 100 FTG T PE 0 . 1 Al 11 .3 0 . 0 25 . 1 0.0 0 .436 TL 4 . 84 PV 0 . 0 Pipe: 13 18 . 0 1 . 049 PL 10 . 85 PF 1 . 6 13 21 . 9 5 . 6 10 .4 18 . 0 6 . 8 100 FTG ---- PE 2 . 3 14 16 . 6 5 . 6 14 .3 21.2 0 . 151 TL 10 . 85 PV 0 . 0 Pipe: 14 39 .2 1 . 049 PL 10 . 28 PF 6 .5 14 16 . 6 5 . 6 14 .3 21 .2 14 .7 100 FTG ---- PE 2 .2 15 11 . 6 5 . 6 23 . 0 26 . 8 0 . 634 TL 10 . 28 PV 0 . 0 Pipe: 15 66 .1 1 .380 PL 0 .56 PF 2 . 1 15 11 . 6 5 . 6 23 . 0 26 . 8 14 .3 100 FTG T PE 0 . 1 A2 11 . 3 0 . 0 25 .2 0.0 0 . 437 TL 4 . 84 PV 0 . 0 Pipe: 16 18 .2 1 . 049 PL 10 . 85 PF 1. 7 16 21 . 9 5 . 6 10 .5 18 .2 6 . 8 100 FTG ---- PE 2 .3 17 16 . 6 5 . 6 14 .5 21 .3 0 . 153 TL 10 . 85 PV 0 . 0 Pipe: 17 39 .5 1 . 049 PL 10 . 28 PF 6. 6 17 16 . 6 5 . 6 14 . 5 21 . 3 14 . 8 100 FTG ---- PE 2 . 2 18 11. 6 5 . 6 23 .2 27 . 0 0 . 642 TL 10 . 28 PV 0 . 0 Pipe: 18 66 .5 1 . 380 PL 0 . 56 PF 2 . 1 18 11 . 6 5 . 6 23 .2 27. 0 14 .4 100 FTG T PE 0 . 1 A3 11 . 3 0 . 0 25 . 5 0.0 0 . 442 TL 4 . 84 PV 0 . 0 Pipe: 19 401 .4 3 . 260 PL 1 . 83 PF 1. 6 A4 11. 3 0 . 0 28 . 8 0 . 0 15 . 6 100 FTG E PE 0 . 8 19 9 . 5 0 . 0 31. 1 0 . 0 0 . 187 TL 8 . 55 PV 0 . 0 Pipe: 20 401 .4 3 . 260 PL 10.42 PF 4 .5 19 9. 5 0 . 0 31 .1 0 . 0 15 . 6 100 FTG 2E PE 3 . 1 20 2 . 4 0 . 0 38 . 7 0 . 0 0 . 187 TL 23 . 85 PV 0 . 0 Pipe: 21 401 .4 3 . 260 PL 1 . 50 PF 0 .3 20 2 . 4 0. 0 38 . 7 0 . 0 15 . 6 100 FTG ---- PE 0 . 0 21 2 . 4 0 . 0 39 . 0 0 . 0 0 . 187 TL 1 . 50 PV 0 . 0 Pipe: 22 401 .4 3 . 260 PL 13 .37 PF 6 .3 21 2 . 4 0. 0 39. 0 0 . 0 15 . 6 100 FTG 3E PE -3 . 7 34 10 . 9 0 . 0 41 .6 0 . 0 0 . 187 TL 33 . 52 PV 0 . 0 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 1/24/ 7 JOB TITLE: Arlington School District PIPE DATA (cont. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS END ELEV NOZ PT DISC VEL (FPS) HW(C) (FT) SUM NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 23 401 .4 3 .260 PL 9.33 PF 4 . 4 42 10 . 9 0 . 0 45 . 9 0 . 0 15 . 6 100 FTG T PE 0 . 0 22 10 . 9 0 . 0 50 . 3 0 ."0 0 . 187 TL 23 . 72 PV 0 . 0 Pipe: 24 401 .4 3 .260 PL 0 . 25 PF 2 . 7 22 10 . 9 0 . 0 50 . 3 0 . 0 15 . 6 100 FTG T PE -0 . 1 C1 11 . 2 0 . 0 52 . 9 0 . 0 0 . 187 TL 14 . 64 PV 0 . 0 Pipe: 25 401.4 3 .260 PL 11. 25 PF 2 . 1 34 10 . 9 0 . 0 41 . 6 0 . 0 15 . 6 100 FTG ---- PE 0 . 0 36 10 . 9 0 . 0 43 . 7 0 . 0 0 . 187 TL 11. 25 PV 0 . 0 Pipe: 26 401.4 3 .260 PL 11. 75 PF 2 .2 36 10 . 9 0 . 0 43 . 7 0 . 0 15 .6 100 FTG ---- PE 0 . 0 42 10 . 9 0 . 0 45 . 9 0 . 0 0 . 187 TL 11 . 75 PV 0 . 0 Pipe: 27 65 . 9 3 .260 PL 11. 67 PF 0 . 1 Al 11 . 3 0 . 0 25. 1 0 . 0 2 . 6 100 FTG ---- PE 0 . 0 A2 11 .3 0 . 0 25 . 2 0 . 0 0 . 007 TL 11. 67 PV 0 . 0 Pipe: 28 132 . 0 3 . 260 PL 12 . 00 PF 0 .3 A2 11 . 3 0 . 0 25 .2 0 . 0 5 . 1 100 FTG ---- PE 0 . 0 A3 11 .3 0 . 0 25 . 5 0 . 0 0 . 024 TL 12 . 00 PV 0 . 0 Pipe: 29 198 .5 3 .260 PL 42 . 85 PF 3 . 3 A3 11 .3 0 . 0 25 . 5 0 . 0 7 . 7 100 FTG E+T PE 0 . 0 A4 11 .3 ' 0 . 0 28 . 8 0 . 0 0 . 051 TL 63 . 95 PV 0 . 0 Pipe: 30 202 . 9 3 .260 PL 38 . 61 PF 3 . 2 B3 11 .3 0 . 0 25 . 6 0 . 0 7 . 9 100 FTG E+T PE 0 . 0 A4 11 .3 0 . 0 28 . 8 0 . 0 0 . 053 TL 59. 71 PV 0 . 0 Pipe: 31 67 .4 3 . 260 PL 11 . 67 PF 0 . 1 B1 11 . 3 0 . 0 25 .2 0 . 0 2 . 6 100 FTG ---- PE 0 . 0 B2 11 .3 0 . 0 25 . 3 0 . 0 0 . 007 TL 11. 67 PV 0 . 0 Pipe: 32 134 . 9 3 . 260 PL 12 . 00 PF 0 . 3 B2 11 .3 0 . 0 25 . 3 0 . 0 5.2 100 FTG ---- PE 0 . 0 B3 11 .3 0 . 0 25 . 6 0 . 0 0 . 025 TL 12 . 00 PV 0 . 0 Pipe: 33 401 .4 4 . 260 PL 28. 33 PF 1 . 9 C1 11 .2 0 . 0 52 . 9 0 . 0 9 . 1 100 FTG E PE 0 . 0 W 11 . 2 0 . 0 54 . 9 0 . 0 0 . 051 TL 37. 73 PV 0 . 0 I UT Tol-Brace Seismic Calculatio Project ARLINGTON SCHOOL DIST Commercial Fire Protection0TOLCO' Address: - 17199 Bennett Road 135 S. FRENCH STREET Mt. Vernon, Wa. a 4r;ind of NIBCC' ARLINGTON. WASHINGTON 360-848-9093 Job #2006166 Calculations based on 2002 NFPA Pamphlet#13 with TIA 02-1 Brace Information Tolco Brace Components Maximum Spacing 40'-0"(12.32m)- Tolco Component Fig. Number Adjusted Load Length of Brace 7 '- 0 "(2.2m) Fig.1000 Clamp 1425 lbs. (646 Kg.) Fig.909 No-Thread Swivel 1955 lbs. (887 Kg.) Bracing Material I"Sch.40 *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for Tolco components only. Angle from Vertical 45* Min. Use of any othwcomponents voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42 (11mm)_ Assembly Detail LIR Value 200 Maximum Horizontal Load TOLCO FIG. 909 -249�_Ik �1.1.��Kg.) NO-THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 0 FAST CLAMP o Fastener Information Fastener Orientation NFPA Type B STEEL PIPE LATERAL BRACE Type Wedge Anchor Diameter 1/2in. (13mm) 45°Min.From vertical Detail#3211 Length 4in. 002mm) _ Brace Identification on Plans A Maximum Load 510lbs. (231Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 1%"(38mm) Schedule 40 Pipe 4 ft. ,(1.2m) _ 7 lbs. (4KgJ 1'/<_"3( 0mm) Schedule 40 Pipe 71 ft. (21.6m) 104lbs. (48Kg.) 1"25mm Schedule 40 Pie 94 ft. 28.7m 961bs. 44K . 3" 5mm Schedule 10 Pie 40 ft. 12.2m 159 lbs. (73Kg.) Percentage added for Fittings and Sprinklers 15 % 63 lbs. (29Kg•)LE RECEIM Total Calculated Load of all pipe within Zone of Influence 421 I 1 {Tol-Brace Version 5 1 40) PtISMPERMAITCENTER7z�� Wr� A� bu.I. ►- Awl Jet G oT Z Tol-Brace Seismic Calculations r l ARLINGTON SCHOOL DIST (bTOLCO' 135 S. FRENCH STREET a brand cf NI BOO` Job #2006166 Brace Identification A Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener 1/2in. (13mm) In. Wedge Anchor Length of Fastener 4in. (102mm) In. Summary of Pipe within Zone of Influence 3 inch Sch. 10 40 Feet (12m) 1% inch Sch. 40 4 Feet (1m) 1%4 inch Sch. 40 71 Feet(22m) 1 inch Sch. 40 94 Feet (29m) Allowance for Heads and Fittings 0.15% Conclusions Total Calculated Load of Pipe in Zone of Influence 421 Ibs.(191Kg.) Material Capacity 2498.9683660506 Ibs.(1134Kg.) Fastener Capacity 510 Ibs..(231Kg.) Fig.1000 Clamp 1425 Ibs.(646Kg.) Fig.909 No-Thread Swivel 1955 Ibs.(887Kg.) Structural Member: Lightweight Concrete" Calculations prepared by T.C. 'The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. 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