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Home My WebLink About7705 204th St Ne_BLD334_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7705 204th St Permit#:334 Parcel#:00847300000400 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name: KEYTRUST CO NATL ASSOC Name:American Sprinkler Corporation Name:American Sprinkler Corporation Address: WHEELER J W TRUST 700 5TH AVE#4700 Address:2311 153rd Ave SE Address:2311 153rd Ave SE City,State Zip:SEATTLE,WA 98101 City,State Zip: Snohomish,WA 98290 City,State Zip:Snohomish,WA 98290 Phone:360-527-4466 Phone:425-210 3871 Phone:425-210-3871 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP- L1C#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110. SAL�VA,t a{es tax relating to construction and construction materials in the City o r' gton Lust be reported on your sales tax return form and �fA [on#310 L - / Signature Pry Name Date Rc{ease Dtn� CONDITIONS THIS PERMIT AUTHORIZ.S ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC_)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 4/14/2014 Fire Review Fee $100.00 4/14/2014 Fire Sprinkler Fee $383.16 Total Due: $483.16 Total Payment: $0.00 Balance Due: $483.16 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon - FIRE SPRINK: .ER PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) 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: KNew Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: M — Parcel ID#: Project Valuation: ( Number of Heads: 49� Building Area(Sq Ft) Owner: Phone Number: Address: City: State: Zip Code: Contact Person: Phone Number: Cell Phone: 40 -,)�(O.20V/ Fax: E-mail: QGtGM Q- �'lC�j I7�1�. �34 .� s ' Address: �� /� 9 City: fa�� State: Zip Code: Contractor: �'� �'!. Phone Number: Address: 92W City: State: A Zip Code: 19; W0 Contractor's License Number: Expiration: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described p pe I will be in accordance with the laws, rules and regulation of the State of Washington /e— /el Ap i ants Signature Date Gig/J/ Print Applicants Name Receive CU FOR STAFF USE ONLY "� o�7 1201A ,� �3� �— Lt� � 1N •h Permit# Accepted Ely Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 7/10CJY i,� �• �,, t � L' � �. � i r �� - �, ;� :'�. .� _ _ � ` �ti 4� h� I I �� I _ I � � I � 1 �! Washington State Department of JI-abor & Industries AMERICAN SPRINKLER CORPORATION Owner or tradesperson 2311 153RD AVE SE BUEHLER, DOUGLAS A SNOHOMISH, WA98290 425-3354645 Principals SNOHOMISH County BUEHLER, DOUGLAS A Doing business as AMERICAN SPRINKLER CORPORATION WA UBI No Business type 601 404 481 Corporation Governing persons DOUGLAS A BUEHLER JAMES R STEWART; License Verify the contractor's active registration/license/certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties FIRE PROTECT SYSTEM License no AMERISCO87NC Effective—expiration 08/03/1992—02/15/2016 Bond CBIC $6,000.00 Bond account no 633736 Received by L&I Effective date 02/13/2002 02/08/2002 Insurance ............................ Everest Indemnity Ins Co $1,000,000.00 Policy no 51 GL005354131 Received by L&I Effective date 01/07/2014 02/15/2014 Expiration date 02/15/2015 i Savings A<' No savings accounts during the previous 6 year period. �' '� �' 'J K Lawsuits against the bond or savinb� No lawsuits against the bond or savings during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 829,340-00 Doing business as AMERICAN SPRINKLER CORPORATION Estimated workers reported Quarter 4 of Year 2013 "1 to 3 Workers" L&I account representative T1 /ZACHARY GREEN (360)902-6273 -Email: GREZ235@lni.wa.gov Workplace safety and health No inspections during the previous 6 year period. ashrngton Stale Dept.M t_aboi 9 Industries.Use of this site is subject to the lav;s of the stale of Washington. 4caw Ai &Mrashington" t i 2311 153RD AVE. SE SNOHOMISH,WA 98290 HYDRAULIC CALCULATIONS FOR i i DRAFTING NUMBER:A1401 DATE: 3/25/14 'III -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1950 sq. ft. COVERAGE PER SPRINKLER: 151 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU NUMBER OF SPRINKLERS CALCULATED: 15 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 417.6 gpm FLOW, AND PRESSURE (AT BASE OF RISER) :317. 6 gpm @ 36.2 psi TYPE OF SYSTEM: DRY WATER SUPPLY Static: B7.2 psi Residual: 75 psi Flow: 5,000 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: AMERICAN SPRINKLER CORP. Address: 2311 153RD AVE SE SNOHOMISH,WA 98290 Phone: 425-335-4645 Certification number: AMERISC087NC NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: ARLINGTON F.D. NOTES: Calculations performed by HASS under license #k 50110271 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/,26/2014 C:\PROGRAM FILES\HRS SYSTEMSNHASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT 0 0 0 u7 � a m m � k i O N � a7ieUU O 03110 O al Vr W vV P4 E 'nz pm Q.� wo i o Lo yr G.7 -4 y 'p N U N I Ul O h7 .o cL ai a. u 4 b ro F1 0 m Gt 11 0 0.14 0) V)i w ro b' . N y' co oG M tri R1 o u; i o C1 r— N N I O 15 O 0 O LH Wca i u) v? 04 � U) ON i C) W I N � d m O 00 • u cn rn o V P4 r� td b O N I __o N Lo N a m I O N O (n iN v o p o z Lo v 0 i o 0 N [� 0 0 Co 0 0 o d 0 0 0 0 0 o i O CO lD d' N C7 KC a C7 W W DG Gc7 Ul Cn 'a 04 W ... iL +rl •H •-• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/26/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT j NFPA WATER SUPPLY DATA SOURCE ` STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 26 87.2 75.0 5000.0 87. 1 417. 6 39.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 417. 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 317.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 14.2 K= 5.43 7.7 15.1 2 14.2 K= 5.43 9. 0 16.3 3 ! 14.2 K= 5.43 14.9 21.0 4 i 14.2 K= 5.43 16.6 22.1 5 14.2 K= 5.43 18. 9 23.6 6 13.9 K= 5.43 8. 6 16.0 7 13.7 K= 5.43 10.2 17.3 8 13.7 K= 5.43 16.7 22.2 9 13.9 K= 5.43 21.1 24.9 10 13.7 K= 5.43 9. 9 17.1 11 13.7 K= 5. 43 11.5 18.4 12 ' 13.7 K= 5.43 18.9 23.6 13 13.7 K= 5.43 23.9 26.5 14 13.4 It= 5.43 23.7 26.4 15 13.4 K= 5.43 24.8 27.1 16 14.2 - - - - 18.8 - - - 17 14.2 - - - - 24.4 - - - 18 13.9 - - - - 24.9 - - - 19 13.7 - - - - 26.3 - - - 20 13.4 - - - - 26.6 - - - 21 13.3 - - - - 26.8 - - - 22 12.8 - - - - 28.8 - - - 23 1.0 - - - - 36.2 - - - 24 0.0 - - - 36.7 - - - 25 0.0 - - - - 39.7 - - - 26 0.0 SOURCE 39.9 317.6 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/26/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 5.43 15.1 Disch 12.00 100 1.3 2 14.2 9.0 0.0 1.000 0.00 0. 0 1 14.2 7.7 15.1 1.049 12.00 0.108 1.3 Pipe: 2 5.43 16.3 Disch 14.00 100 5.9 3 14.2 14.9 15.1 1.000 - 0.00 0.0 2 14.2 9.0 31.4 1.049 14.00 0.421 5.9 Pipe: 3 5.43 21.0 Disch 13.50 100 3.8 16 14.2 18.8 31.4 2 1.250 ---- 0.00 0.0 3 14.2 14.9 52.4 1.380 13.50 0.285 3.8 Pipe: 4 5.43 22.1 Disch 4.67 100 2. 1 16 14.2 18.8 0.0 1.000 E: 1.4 5.00 0.0 4 14.2 16.6 22.1 1.049 T: 3.6 9.67 0.220 2.1 Pipe: 5 5. 43 23.6 Disch 7.17 100 5. 5 17 14.2 24.4 74 .5 16 1.500 T: 5.7 5.71 0. 0 5 14.2 18.9 98.1 1.610 12.88 0.429 5. 5 Pipe: 6 5.43 16.0 Disch 12.00 100 1.5 7 13.7 10.2 0.0 1.000 ---- 0.00 -0.1 6 13.9 8.6 16.0 1.049 12.00 0.120 1. 4 Pipe: 7 5.43 17.3 Disch 14.00 100 6.5 8 13.7 16.7 16.0 6 1.000 -- - 0.00 0.0 7 13.7 10.2 33.3 1.049 14.00 0.467 6.5 Pipe: 8 5.43 22.2 Disch 14.17 100 4.4 9 13.9 21.1 33.3 7 1.250 ---- 0.00 0.1 8 13.7 16.7 55.5 1.380 14.17 0.316 4.5 Pipe: 9 5.43 24.9 Disch 7. 17 100 3.8 18 13.9 24.9 55.5 8 1.500 T: 5.7 5.71 0.0 9 13.9 21. 1 80.4 1.610 12.88 0.297 3.8 Pipe: 10 5.43 17.1 Disch 12.00 100 1.6 11 13.7 11.5 0.0 1.000 ---- 0.00 0.0 10 13.7 9.9 17.1 1.049 12.00 0.136 1.6 Pipe: 11 5.43 18.4 Disch 14.00 100 7.4 12 13.7 18. 9 17.1 10 1.000 -- - 0.00 0.0 11 13.7 11.5 35.5 1.049 14.00 0.526 7.4 Pipe: 12 5.43 23.6 Disch 14.17 100 5.0 13 13.7 23.9 35.5 11 1.250 ---- 0.00 0.0 12 13.7 18.9 59.0 1.380 14.17 0.355 5.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/26/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT I Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) f To Node'! E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 5.43 26.5 Disch 7.17 100 2.4 19 13.7 26.3 59.0 12 1.500 ---- 0.00 0. 0 13 13.7 23.9 85.6 1.610 7.17 0.333 2. 4 Pipe: 14 5. 43 26.4 Disch 14.17 100 1. 1 15 13.4 24.8 0.0 1.250 ---- 0.00 0.0 14 j 13.4 23.7 26.4 1.380 14.17 0.080 1.1 Pipe: 15 5.43 27.1 Disch 7.17 100 1.8 20 I 13.4 26.6 26.4 14 1.500 T: 5.7 5.71 0.0 15 I 13.4 24.8 53.5 1.610 12.88 0.140 1.8 Pipe: 16 0. 0 52.4 3 0.67 140 0. 1 5 I 14.2 18.9 22.1 4 1.500 ---- 0.00 0.0 16 I 14.2 18.8 74.5 1.610 0. 67 0. 139 0. 1 Pipe: 17 0.0 0.0 10.67 100 0.5 18 13.9 24.9 98.1 5 2.500 - 0.00 -0.1 17 14.2 24.4 98.1 2.635 10.67 0.039 0.4 Pipe: 18 0.0 98.1 17 10. 67 100 1.3 19 13.7 26.3 80. 4 9 2.500 -- -- 0.00 -0. 1 18 13.9 24.9 178.5 2.635 10.67 0.118 1.3 Pipe: 19 0.0 178.5 18 10.00 100 0.4 20 13.4 26.6 85.6 13 4.000 ---- 0.00 -0. 1 19 13.7 26.3 264.1 4.260 10.00 0.023 0.2 Pipe: 20 0.0 264.1 19 4.42 100 0.2 21 13.3 26.8 53.5 15 4.000 ---- 0.00 0.0 20 13.4 26.6 317 . 6 4.260 4.42 0.033 0.1 Pipe: 21 0.0 0.0 23.50 100 1.9 22 12.8 28.8 317.6 20 4.000 E: 9.4 26.19 -0.2 21 13.3 26.8 317.6 4.260 T:18.8 51.69 0.033 1.7 Pipe: 22 0.0 0.0 3E:2B.2 11. 67 100 7.4 23 1.0 36.2 317 . 6 21 4.000 B:11.3 58.26 -5. 1 22 12.8 28.8 317 . 6 4.260 D:18.8 69.93 0.033 2.3 Pipe: 23 0.0 0.0 12.00 140 0.5 24 0.0 36.7 317. 6 22 6.000 E:22.0 22.00 -0.4 23 1.0 36.2 317.6 6.280 34.00 0.003 0.1 Pipe: 24 0.0 Fixed Pressure Loss Device 25 0.0 39.7 317. 6 23 3.0 psi, 317.6 gpm 24 0.0 36.7 317. 6 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/26/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 25 Source 0.0 39.00 140 0.2 26 0.0 39.9 317.6 24 6.000 T:47.0 52.00 0.0 25 0.0 39.7 317.6 6.280 G: 5.0 91.00 0.003 0.2 NOTES (HASS) ; (1) Calculations were performed by the HASS 8.4 computer program under license no. 50110271 granted by HRS Systems, Inc. 20B Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.5 ft/sec at pipe 5. (4) Items listed in bold print on the cover sheet are automatically transferred From the calculation report. (5) Available pressure at source node 26 under full flow conditions is 86. 95 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVIv NPTee 2.635; 8.24 16. 47 5.49 19.22 9. 61 1.37 13.73 13. 73 16. 47 4.260. 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26. 33 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/26/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380' 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1. 6101 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: DI MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 , 22.00 47.00 14 . 00 51.00 16.00 5.00 47.00 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3126/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\AI401..SDF JOB TITLE: TABLAS RESTAURANT c UtilityfReport: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia_ Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- 1 5.60 7.00 1.049 0.83 T 5.83 120.00 5.43 BALL PIPE TD St �Lr" '�. 110 -UKUUVC-+ I► —a ; —� .�aa u 1 t1�jtiLf�3C}! DAT=: 3�Z¢�� PIPE: DOMESTIC f r•OF IESN LOP -CODE: JOB NAME: lavl /G ��2„r CD _ 2-�o N== fLG � Cj . I_ L�[.iANTITY I SIZE L�st6TH i r I P/•e-7 t _ . CLUANTITY� SIZE_ LENS►H NOTE i 3 • eUANTIT`._=r 5I?E�_ LEN6Ti-I Z��O NOT .1 t # mUANTITY SITE-_ LENGTH O NOT 1 1 - ElUANTITY _ -S I z=- NOTE i# � MUANTT TY SIL=_� L�6FH 4-z z_to 1 2-4 t /-.4 i 7WANTZTY—L— SIZE L-0467H 1 3-+/a IyZ o-l0 9-Co z i AL.�� eUANT3TY _ SIZE Z�2. L�►t6TH Z/- Q NOT i• 1 1 A 'A" ❑UTL� UP Q -D ., i _ 'B 'C OUT7='T DOWN= or C 'B'/'D' SIDE. OUTL E i = j d V" �5 D Permit Information Date 3/31/2014 Permit Number 334 Project Name Tablas Restaurant Applicant Name American Sprinkler Corporation Applicant Address 2311 153rd Ave SE City,State,Zip Snohomish,WA 98290 Contact Doug Buehler Phone 425-210 3871 Email doug@americansprinkler.com Permit Type Fire Sprinkler Site Address 7705 204th St Valuation 20000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New Sprinkler System Assigned To Amy Rusko Property Information Owner Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 360-527-4466 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# American Sprinkler Corporation Doug Buehler 425-210-3871 doug@americansprinkler.com CONTRACTOR AMERISC087NC Review Date Type Description Target Date Completed Date Assigned To Status 3/31/2014 Fire Sprinkler 4/7/2014 Chris Young In Review 3/31/2014 Fire Sprinkler 4/7/2014 Tom Cooper in Review Notes Date Note 3/31/2014 ITom-Plans are in the review room. Email History Date Emailed To 3/31/2014 cyoung@arlingtonwa.gov,tcooper@arlingtonwa.gov Uploaded Files Upload File j Date File 3/31/2014 1 BLD 334 AoRli�ation.ndf I Delete � k Page l of 1 Copyright by National Fire Protection Association(NFPA).NFPA 13 is licensed,by agreement for individual use.No other reproduction or transmission in any form permitted without written permission of NFPA.For inquiries or to report unauthorized use,contact licensins!uQnfoa.or¢. Print Table 7.2.3.6.1 Dry Pipe System Water Delivery — Number of Most Maximum Time of Remote Sprinklers Water Delivery Hazard Initially Open (seconds) Light 1 60 0 rdinary I 2 50 Ord inary II 2 50 Extra I 4 45 Extra II 4 45 High piled 4 40 http://codesonline.nfpa.org/imagepop.php?id=2013_tab NFPA-13 7.2.3.6.1 4/2/2014 Page 1 of 1 Copyright by National Fire Protection Association(NFPA).NFPA 13 is licensed,by agreement for individual use.No other reproduction or transmission in any form permitted without written permission of NFPA. For inquiries or to report unauthorized use,contact lice nsingQa nfoa.org. Print Table 6.3.1.1 Pipe or Tube Materials and Dimensions Materials and Dimensions Standard Ferrous Piping (Welded and Seamless) Slhecif acati&n•far black and ATM A 795 hot-dipped zone-coated (grxlvanized) welded and seamless steel pipe forge pmtaction use S� ficztion for welded and ANSI/ASrM A 5 3 seamless steel be WmUght steel bi�be ANSI/ASME B 36.14M Specification for electric- ASTM A 135 resistance-welded stad p'pe Copper Tube (Drawn, Seamless) Specification•far seamless copper tube ATM B 75 Specifwation for seam less capper ASTM B 88 water tube S fzcatian•far general ASTM B 251 requirements•for wrought seamless capper and copper-allay tube Fh&Tes far soldering•applications of ASTM B 813 upper and copper-allay tube &razing filler-metal(classi•fxcation AWS A5.8 BCu,P--3 or BCuP 4) Solder- metal, Section : Solder alloys ASTM B 32 ointaininglzss than 0. % &ad and ha°rring solidus temper-atum g7vater than 400-F Allay materials ASrM B 446 http://codesonline.nfpa.org/imagepop.php?id=tab_NFPA-13_6.3.1.1 4/2/2014 I Amy Rusko Subject: FW: Fire Sprinkler Review -Tablas Restaurant Attachments: REVISED TABLAS RESTAURANT PLAN AND LIST; Scan from a Xerox WorkCentre From: Doug Buehler [mailto:doug@americansprink.com] Sent: Thursday, April 03, 2014 7:16 AM To: Amy Rusko Cc: 'Steve Adamson'; 'Tony Miller' Subject: RE: Fire Sprinkler Review -Tablas Restaurant Amy, The reasons for a dry system is to adequately protect the exterior cooler and freezer and there is not enough space for both a wet system riser and a dry system riser. Where the riser is located there is minimal room considering the back entry door location and the adjoining hallway. If you do not require the sprinkler protection of the exterior cooler and freezer, because they are exterior, then we can install a wet system. Yes, we can install dry sidewall sprinklers to protect the cooler and freezer but the dry sidewall sprinklers will be above shelves of the cooler and freezer and these will be subjected to damage. This is such a small building, these are the reasons for installing just a dry system. As far as the "PVC", I reviewed our drawing as submitted and can't see the "PVC" label on the drawing.The hydraulic calculations show we are also using c value of 100 indicating black pipe for use on a dry system.American Sprinkler Corp. has no intent of using"PVC" pipe and/or fittings anywhere on this fire sprinkler system. Please let me know, if the general contractor and or tenant will need to make different provisions for the adequate fire sprinkler coverage. Or if these plans will get approved as submitted. Sincerely, Doug Buehler From: Amy Rusko [mailto:arusko@arlingtonwa.gov] Sent: Wednesday, April 02, 2014 4:25 PM To: doug@americansprink.com Subject: Fire Sprinkler Review -Tablas Restaurant Doug, The following are the correction comments for the Fire Sprinkler Permit at the Tablas Restaurant. • Fire sprinkler details indicate a dry system. Per NFPA 13 section 7.2 the system needs to be a wet system. • Plans call for PVC Schedule 40 pipe and NFPA 13-2010 does not allow PVC. You may submit the corrections via email and if you have any questions please let me know. Thank you, .filmy Rusko Amy Rusko From: Steve Adamson <steve@columbiafire.net> Sent: Wednesday, March 26, 2014 2:34 PM To: doug@americansprink.com Subject: REVISED TABLAS RESTAURANT PLAN AND LIST Attachments: A1401.PDF; A1401A.PDF THE B.L.'S AREN'T LISTED. IF YOU WANT THOSE LET ME KNOW. 1 Christopher Young From: Doug Buehler<doug@americansprink.com> Sent: Sunday, April 13, 2014 8:00 AM To: Christopher Young Subject: RE: Fire Sprinkler Review -Tablas Restaurant Christopher, I will be giving back about$2,000.00 for deletion of some of the original scope, as we bid it. Doug From: Christopher Young [mailto:cyoung@arlingtonwa.gov] Sent: Friday, April 11, 2014 9:05 AM To: Doug Buehler Subject: RE: Fire Sprinkler Review -Tablas Restaurant Doug - I assume the project cost is less now that you went to the wet system? If so, please provide the new valuation so that the permit fee can be calculated accordingly. Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.eov ®V® "The importance of a strong building code is most evident after a disaster." From: Doug Buehler [mailto:douu @americansprink com] Sent: Thursday, April 03, 2014 2:11 PM To: Christopher Young Subject: RE: Fire Sprinkler Review -Tablas Restaurant Christopher, we will redesign this project with a wet system. Give us a few days as I am going on a short vacation. Doug From: Christopher Young [mailto:cyoung@arlingtonwa.gov] Sent: Thursday, April 03, 2014 8:35 AM To: doug@americansprink.com Cc: Tom Cooper Subject: FW: Fire Sprinkler Review -Tablas Restaurant 1 i Doug - the exterior cooler/treezer are not required to be sprinklered so the Fire Marshal and I would prefer a wet system to be installed. As for the PVC - I assumed PVC from item 10 in the notes where it indicated that the 1" - Z" pipe is to be schedule 40. Please let me know if the wet system is doable given this information. Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cyoung@a rlingtonwa.gov 43 Ja "The importance of a strong building code is most evident after a disaster." From: Amy Rusko Sent: Thursday, April 03, 2014 8:20 AM To: Christopher Young Subject: FW: Fire Sprinkler Review -Tablas Restaurant From: Doug Buehler [mailto:douq@americansprink.com] Sent: Thursday, April 03, 2014 7:16 AM To: Amy Rusko Cc: 'Steve Adamson'; 'Tony Miller' Subject: RE: Fire Sprinkler Review -Tablas Restaurant Amy, The reasons for a dry system is to adequately protect the exterior cooler and freezer and there is not enough space for both a wet system riser and a dry system riser. Where the riser is located there is minimal room considering the back entry door location and the adjoining hallway. If you do not require the sprinkler protection of the exterior cooler and freezer, because they are exterior, then we can install a wet system.Yes,we can install dry sidewall sprinklers to protect the cooler and freezer but the dry sidewall sprinklers will be above shelves of the cooler and freezer and these will be subjected to damage.This is such a small building, these are the reasons for installing just a dry system. As far as the "PVC", I reviewed our drawing as submitted and can't see the "PVC" label on the drawing.The hydraulic calculations show we are also using c value of 100 indicating black pipe for use on a dry system.American Sprinkler Corp. has no intent of using"PVC" pipe and/or fittings anywhere on this fire sprinkler system. Please let me know, if the general contractor and or tenant will need to make different provisions for the adequate fire sprinkler coverage. Or if these plans will get approved as submitted. Sincerely, Doug Buehler 2 C /l\ From: Amy Rusko [mailto:arusko0arlingtonwa.gov] Sent: Wednesday, April 02, 2014 4:25 PM To: doug@americansprink.com Subject: Fire Sprinkler Review -Tablas Restaurant Doug, The following are the correction comments for the Fire Sprinkler Permit at the Tablas Restaurant. • Fire sprinkler details indicate a dry system. Per NFPA 13 section 7.2 the system needs to be a wet system. • Plans call for PVC Schedule 40 pipe and NFPA 13-2010 does not allow PVC. You may submit the corrections via email and if you have any questions please let me know. Thank you, .filmy Rusko City of Arlington Permit Technician 360-403-3550 orus ko@or I i ngtonwo.gov 10 J SO 3 14 Inspection Information Inspection Date 7/22/2014 Type Sprinkler System Requested By Contact Info Scheduled Date Completion Date Description New Sprinkler System Status Assigned Assigned To Chris Young Hours 0 Notes Property Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE WA 98101 1539 Other Retail Trade NEC 360-527-4466 Inspection Items Date Employee Pass/Fail Note Aboveground Hydro Aboveground piping Flow/Flush/Purity 7/22/2014 Tom Cooper Pass System Acceptance Underground Hydro 7/11/2014 Chris Young Pass Undergroung Piping 6/27/2014 Chris Young Pass Permit Details Date 3/31/2014 Permit Number 334 Project Name Tablas Restaurant Applicant Name American Sprinkler Corporation Applicant Address 2311 153rd Ave SE City,State,Zip Snohomish,WA 98290 Contact Doug Buehler Phone 425-210 3871 Email doug@americansprinkler.com Permit Type Fire Sprinkler Site Address 7705 204th St Valuation 20000.00 Status Issued Permit Issued 4/16/2014 Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New Sprinkler System Assigned To Amy Rusko Contractors Contractor Name Primary Phone Email Contractor License License# Contact I I Type American Sprinkler Doug Buehler 425-210- Idoug@americansprinkler.com CONTRACTOR AMERISCO87NC Corporation �3871 Property Information Owner Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 360-527-4466 AMERICAN SPRINKLER CORP. 2311 153RD AVE. SE SNOHOMISH,WA 98290 HYDRAULIC CALCULATIONS FOR DRAWING NUMBER:A1401 DATE: 3/24/14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: . 10 gpm/sq. ft. AREA OF APPLICATION: 1042. 5 sq. ft. COVERAGE PER SPRINKLER: 151 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU NUMBER OF SPRINKLERS CALCULATED: 8 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 245 .3 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 145 . 3 gpm @ 28.0 psi TYPE OF SYSTEM: WET WATER SUPPLY Static: 87.2 psi Residual: 75 psi Flow: 5, 000 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: AMERICAN SPRINKLER CORP. Address: 2311 153RD AVE SE SNOHOMISH,WA 98290 Phone: 425-335-4645 Certification number: AMERISCO87NC NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: ARLINGTON F.D. NOTES: Calculations performed by HASS under license # 50110271 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) WASHINCrON lF rATE QE MFICATE of corKrE-t MOV rm rabiEcnoN sriuriku a sY9TE Douglas A."ler 4327-0797-CEG L:"3 Amen prink CorpordGM � AMERI 7 s '1ziau 4 .ti � 1 .. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 , ,DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT O 0 Lo a) (v O a) U J � :3 O O a) N MN Q, E~ q Ln 2 ate, uM) vio 1 o W04 g W -j m v of o 0 N H m b' _ ro IW P: M W P4 O '1A � L� I O E-H r -4 N _o r O O O 4-1 a7 m N N ul a � ro co O >7N o Uro < r I M r-1 00 O U I a � w � I w +J a, ro k +' o N U) cn I o a) a o J W U O Ef) O N L a o U) o ro -o q N .. N o z ,n 0 __o lu rl N r O O O O O O O O O O O O 1 O OD H t7r� � t9w a, xwmwZDl. 0 -- 04V) -H -� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 , DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 19 87.2 75.0 5000. 0 87.2 245.3 31. 5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 245 . 3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100. 0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 145.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 14.2 K= 5 .43 7.7 15.1 2 14.2 K= 5.43 8.7 16. 0 3 14.2 K= 5 .43 12.8 19. 4 4 13. 9 K= 5. 43 7. 8 15 . 2 5 13. 9 K= 5. 43 8. 8 16. 1 6 13. 9 K= 5 . 43 12. 9 19. 5 7 13.7 K= 5 . 43 16.1 21.8 8 13.7 K= 5.43 16.7 22.2 9 14.2 - - - 15.5 - - - 10 13. 9 - - - - 15 .7 - - - 11 14.2 - - - 18. 0 - - - 12 13. 9 - - - - 18. 2 - - - 13 13.7 - - 18. 6 - - - 14 13.3 - - - - 19. 6 - - - 15 12 .8 - - - - 22. 6 - - - 16 1. 0 - - - -- 28 . 0 - - 17 0. 0 - - - - 28 . 4 - - - 18 0.0 - - - - 31. 4 - - - 19 0.0 SOURCE 31.5 145 .3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 , DATE: 3/24/2014 C: \PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT NFPA PIPE DATA Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 5. 43 15. 1 Disch 12 .00 120 0. 9 2 14 .2 8 .7 0. 0 1.000 ---- 0.00 0. 0 1 14.2 7 . 7 15. 1 1.049 12. 00 0. 077 0. 9 Pipe: 2 5 . 43 16. 0 Disch 14.00 120 4.1 3 14.2 12. 8 15. 1 1.000 ---- 0.00 0.0 2 14 .2 8 .7 31. 1 1. 049 14. 00 0.294 4. 1 Pipe: 3 5. 43 19. 4 Disch 14 . 17 120 2 .7 9 14.2 15 . 5 31. 1 2 1.250 --- 0. 00 0. 0 3 14.2 12. 8 50. 5 1.380 14. 17 0. 190 2 .7 Pipe: 4 5.43 15 .2 Disch 12.00 120 0.9 5 13.9 8 .8 0. 0 1.000 ---- 0.00 0.0 4 13. 9 7.8 15 .2 1.049 12. 00 0.078 0. 9 Pipe: 5 5. 43 16. 1 Disch 14 .00 120 4.2 6 13. 9 12 . 9 15 .2 4 1.000 --- 0. 00 0. 0 5 13. 9 8 . 8 31.3 1.049 14 . 00 0.298 4 . 2 Pipe: 6 5.43 19.5 Disch 14 .17 120 2.7 10 13.9 15 .7 31.3 5 1.250 ---- 0.00 0.0 6 13 . 9 12 . 9 50. 8 1.380 14. 17 0. 192 2.7 Pipe: 7 5. 43 21. 8 Disch 14. 17 120 0. 6 8 13.7 16.7 0. 0 1.250 --- - 0.00 0. 0 7 13.7 16. 1 21. 8 1.380 14 . 17 0. 040 0. 6 Pipe: 8 5 .43 22.2 Disch 7.17 120 1. 9 13 13.7 18 . 6 21. 8 7 1.250 T: 6.0 6.00 0. 0 8 13.7 16. 7 43. 9 1.380 13. 17 0. 147 1. 9 Pipe: 9 0. 0 0.0 7 . 17 120 2 .5 11 14 .2 18 . 0 50.5 3 1.250 T: 6. 0 6.00 0. 0 9 14.2 15 . 5 50. 5 1.380 13. 17 0. 190 2 .5 Pipe: 10 0. 0 0.0 7. 17 120 2.5 12 13 . 9 18.2 50. 8 6 1.250 T: 6.0 6.00 0.0 10 13. 9 15 . 7 50. 8 1.380 13. 17 0. 192 2.5 Pipe: 11 0. 0 0. 0 10. 67 120 0.2 12 13 . 9 18 .2 50.5 9 2.500 ---- 0. 00 -0. 1 11 14 .2 18. 0 50.5 2. 635 10. 67 0. 008 0. 1 Pipe: 12 0.0 50.5 11 10. 67 120 0.4 13 13 .7 18 . 6 50.8 10 2.500 ---- 0.00 -0.1 12 13 . 9 18 .2 101.3 2. 635 10. 67 0.029 0.3 �' I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 .DATE; 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 101.3 12 14.42 120 1. 0 14 13. 3 19. 6 43.9 8 2.500 - --- 0.00 -0.2 13 13.7 18 . 6 145.2 2. 635 14.42 0.057 0.8 Pipe: 14 0. 0 0. 0 23. 50 120 3. 0 15 12 . 8 22. 6 145 .2 13 2. 500 E: 8 .2 24. 71 -0.2 14 13. 3 19. 6 145.2 2 . 635 T: 16.5 48.21 0.057 2 . 8 Pipe: 15 0.0 0.0 11. 67 120 5. 4 16 1.0 28.0 145.2 14 4.000 3E:39.5 39.50 -5.1 15 12 . 8 22. 6 145.2 4.260 51. 17 0. 006 0. 3 Pipe: 16 0.0 0. 0 12 . 00 140 0. 5 17 0. 0 28. 4 145.2 15 6.000 E:22.0 22. 00 -0. 4 16 1 . 0 28 . 0 145.2 6.280 34 . 00 0.001 0. 0 Pipe: 17 0. 0 Fixed Pressure Loss Device 18 0.0 31.4 145.2 16 3.0 psi, 145.2 gpm 17 0. 0 28 .4 145.2 Pipe: 18 Source 0.0 39. 00 140 0. 1 19 0. 0 31.5 145. 3 17 6.000 T: 47. 0 52. 00 0.0 18 0. 0 31.4 145. 3 6.280 G: 5. 0 91. 00 0.001 0. 1 NOTES (HASS) : (1) Calculations were performed by the HASS 8. 4 computer program under license no. 50110271 granted by HRS Systems•, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0. 061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11. 6 ft/sec at pipe 5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 19 under full flow conditions is 87 .10 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 , .DATE:� 3/24/2014 C: \PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2. 635 8 .24 16. 47 5. 49 19.22 9. 61 1.37 13. 73 13. 73 16. 47 4.260 13. 17 26. 33 7. 90 28 . 97 15. 80 2. 63 26. 33 26. 33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1. 049 2. 00 5 . 00 2. 00 5.00 6. 00 1. 00 10. 00 10. 00 5 . 00 1. 380 3 .00 6. 00 2.00 7.00 6. 00 1. 00 10. 00 10. 00 6.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6. 280 22 . 00 47 . 00 14 . 00 51. 00 16.00 5 . 00 47 . 00 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 .DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT Utility, Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs . Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor 1 5 . 60 7.00 1.049 0. 83 T 5 . 83 120. 00 5. 43 � � . ez i QUICK RESPOi SE , Ilk AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically ' ' 'V ' pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and _ is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that a contains a precisely measured amount of fluid. When heat is ' . absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL •See reverse side for Approvals and Specifications. SIDEWALL •Temperature Ratings - 135°F (57C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) t s •Water Working Pressure Rating - 175 psi (12 Bars) *Factory tested hydrostatically to 500 psi (34 Bars) -� Maximum low temperature glass bulb rating is -670F (-55°C) QUICK RESPONSE Frame - bronze - Deflector- brass • Screw - brass HORIZONTAL LPC/CE •Lodgement Wire - stainless steel = SIDEWALL HORIZONTAL Bulb seat - copper • Spring - nickel alloy ; Seal - teflon SIDEWALL *Bulb - glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135`F/155`F 57"Ci68°C ORANGE/RED 100`F 38"C INTERMEDIATE 175F/200"17 79"Ci93°C YELLOW/GREEN 150°F 66''C HIGH 286°F 141°C BLUE 225'F 107°C 4077AI RPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 V I f QUICK RESPONSE A UTOMATIC SPRINKLERS GL SERIES UPRIGHT* PENDENT , VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 114" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester a 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester z,s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS SIN K 135T 155°F 175°F 200°F 286°F NYC-DOB STYLE MODEL FACTOR HAZARD' 57°C 68°C 79°C 93°C 141°C cULus FM LPC CE MEA 101-92-E GL2815 2.8 LH X X X X X X - - - X GL4215 4.2 LH X X X X X X - - - X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8' LH/OH X X X X X X - - - X GL8118 8.1 1 LH/OH X X X X I X X X X X X GL2801 2.8 LH X X X X X X - - - X GL4201 4.2 LH X X X X X X - - - X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8" LH/OH X X X X X X X - - X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X - - - SIDEWALLt GL8133 8.1 LH X X X X X X - - - - GL2826§ 2.8 LH X X X X X X - - - X HORIZONTAL GL4226§ 4.2 LH X X X X X X - - - X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X - - X GL5627o 5.6 LH/OH X X X X X - - X X - GL8127§ 8.1 LH/OH X X X X X X - - - - CONVENTIONAL GL5624 5.6 LH/OH X X X X X - - X X - (OLD STYLE) GL8125 8.1 LH/OH X X X X X - - X X - 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. oINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. ?PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD '1/2"NPT ORDERING INFORMATION SPECIFY GLOBE°PRODUCT WARRANTY °Quantity . Model Number • Style Globe agrees to repair or replace any of its own manufactured Orifice e Thread Sizes . Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. ®Quantity-Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 I QUICK RESPONSE AUTOMATIC SPRINKLERS �i . g' GL SERIES __._ r�rr "VI Pl FIRE SPRINKLER CORPORATION RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule asthe thermosensitive element. This provides sprinkler operation - -` approximately six times faster than ordinary sprinklers. While the ` 1. Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safetyto life. Quick Response Sprinklers should be used advisedly QUICK RESPONSE and underthe direction of approving authorities having jurisdiction. RECESSED PENDENT The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure �• 4 y within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed E' r in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. QUICK RESPONSE TECHNICAL DATA RECESSED See reverse side for Approvals and Specifications. HORIZONTAL SIDEWALL *Temperature Ratings - 135°F (57'C), 155'F (680C), 175°F (79°C), 200°F (93°C), 286°F (141°C) Water Working Pressure Rating - 175 psi (12 Bars) *Factory tested hydrostatically to 500 psi (34 Bars) R. *Maximum low temperature glass bulb rating is -67'F (-55'C) Frame - bronze Deflector- brass Screw - brass Bulb seat - copper * Spring - nickel alloy * Seal - teflon - •Lodgement Wire - stainless steel QUICK RESPONSE r Bulb - glass with alcohol based solution, 3mm size LPC/CE RECESSED Escutcheon Assembly - steel HORIZONTAL SIDEWALL •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135'F/155"F 57'C/68'C ORANGE/RED 100'F 38`C INTERMEDIATE 175`F/200`F 79"C/93'C YELLOW/GREEN 150'F 66'C HIGH 286'F 14-1 C BLUE 225`'F 107-C 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 - FAX989-846-9231 JULY 2012 A-24 BULLETIN GL2801, REV.#10 i QUICK RESPONSE A UTOMATIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyesterz,s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16", 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F — 86°F cULus FMff LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79DC 93°C 141°C MEA101-92-E GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X RECESSED GL8101 7.8" LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X XG X X X GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X — — — X RECESSED GL5627a 5.6 LH/OH X X X X X — — X X GL8127§ 8.1 LH/OH X X X X X X — I — — I — 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. "286°F cULus LISTED ONLY §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING. s BRASS FINISH ONLY n INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. OR ORDINARY HAZARD tt 1/2"RECESSED ESCUTCHEONS ARE REQUIRED FOR FM APPROVED SPRINKLERS LH:LIGHT HAZARD CROSS SECTIONS "1/2"NPT 2]SILL'DIA. I �� _ r Wit,w' r E.9mm x IL7mm REDUCER- T IOI.EIN�{IM�~• }- ' -CERING 1'x 1RREDGCER- -WALL SEE I,- �- —.i T I -WALL •—� MOIE 1'x 1/2"REDUCER I- Z-- C101r _j-: -c �_ 216/16'DIA 'arm l p �1 1 SO9mm DIA.MIN.1 I� HOLE IN CEILING -1/8"MIN, TqA.NNL -„ TT.1 7/8"MAX. MILiN C/!]IG �-k CEILING- CIP- I -1/R" • ." I x59mm MNL� 1 I"MIN. - 1'MP1. — 99 smm MAX, AsAf R _ li 13/9'MAX J �- 13/9"MAX. 222mm MAX LPC/CE PENDENT 7/6•M. HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own Quantity • Model Number . Style manufactured products found to be defective in material =Orifice . Thread Sizes • Temperature • Finishes desired or workmanship for a period of one year from date of •Quantity- Recessed Wrenches-P/N 325391 (1/2"); P/N 325401 (3/4") shipment. N Quantity-Protective Caps-P/N 327109-CAP (Friction Fit Recessed) Forspecific details of ourwarranty please referto Price List Terms and Conditions of Sale(Our Price List). CAI 4077AIRPARKDRIVE,STAND ISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com JULY 2012 PRINTEDU.S.A. BULLETIN GL2801, REV.#10 .f1v C R V-1 USTED U)CB:ufl qn-vfh-'� Valvr, SERIES 705 WITH WEATHERPROOF ACTUATOR The Series 705 Butterfly Valve features a weatherproof actuator housing Approved for indoor or outdoor use,a ductile iron body and disc with EPDM seats.Designed for fire protection services only.Victaulic Firel-ock Series 705 Butterfly Valve is CULLS Listed, LPCB Listed, FM and VdS Approved for 300 psi/2068 kPa service,Contact Victaulic for details of agency approvals. APPROVALS AND LISTINGS ApprovallUsting Service Pressures Series 705 Buftedly Valve up to 300psi/2068 r2%-kPa n/a up to 3DOpsi/2068kPa up to 3D0p%I ,8kPa 7' up.to.300p.sV20.68-kP,a- _u.p-t.030..O.p.s.!/'2LO'6..8,k.Pa.-----. .21a up to 300psV2(XlliPa 761mm Up to si/20�81<Pa up to 30 i/ 68kpa 3psi/2068Pa up t 3pi/2kP .3�_ _ L 2a0 up s 121. -1-1 .1.1'.to00 k o00s068a... L-1.1 11 . - 'L 1. 3780mm up to 300psj/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 47100mm up to 390RsVL20681<.Pa up to 300p.s,i/2068,kPa up to 300psi/2068kP.a up to 30opyi 2068kPa 57125mm up to 3qOpsi/2068!kPa up to 300psi/2068kPa n/a up to 30opsi/2068kPa 139 7mm up to.300psi/2068kPa up to 300psi/206Wa up to 300psi/2068kPa up to 300psi/2068kPa 67150mm -up to.300p's'i./.2L06"8.kPa up to.3-99psi/206.8k.p.a. up toi 300p%V2068k.Pa up to 300,psi/20681<Pa --16S I mm_ _j�p toj2QLsi/22tffa Up to 300pyV2068kPa nta u toiMppsi/068kPa 87 200mm up to 399psi/2068ka-R. up to.300_psi/2068k a. up to.3"0'0.pL'siL/2O68kPa- up to 3'o0psV2.0'6LL8kPa' 1072.5.0mm up to 300psi/2068kPa up to 300psV2068kPa n/a Up to 300psi/2068kPa 127306mm up to 366ps,/7.064N up to 300psM6jk!3a n/a up to 300psV2068kPa JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect- Para LocationDate Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OFVICTAILLIC COMPANY.0 2013 VICTALLIC COMPANY.ALL RIGHTS RESERVED. �CtaU�i4' �l + fit Fi R�'.PROTECNON VW.'��E,� 10.81 FiraLoAO &.'Jd."te',r. fi.y Valve SERIES 705 WITH WEATHERPROOF ACTUATOR MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536,grade 65-45-12 End Face, 2—6'750—150 mm: Ductile iron conforming to ASTM A-536,grade 65-45-12 Seal Retainer,8—12"1200—300 mm: Ductile iron conforming to ASTM A-536,grade 65-45-12 Coating:Black alkyd enamel Disc: Ductile iron conforming to ASTM A-536,grade 65-45-12,with electroless nickel coating con- forming to ASTM B-733 Seat: - Grade"E"EPDM Stems:416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge:C36000 brass Bearings:Stainless Steel with TFE lining Stem Seals: EPDM Stem Retaining Ring:Carbon steel Actuator: * 2-8'750-200mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing * 10-12"/250-300mm:Steel worm and cast iron quadrant gear, in a cast iron housing www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. XA—taulid 1 1 0 i_2 R SE V i 10.81 ly Vailve SERIES 705 WITH WEATHERPROOF ACTUATOR DIMENSIONS- Dimensions-Inches/millimeters A 2" 2.375 4,25 2.28 6.41 4.00 4,22 4.50 2.12 60.3 rn 60.3 10&0 57.9 1628 101.6 107.2 114.3 53.8 2 1W 2. 3.77 2' 754 4.00 4.22 4.50 1.77 8'75 .28 73 mm 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3.000 3.77 2.28 7.54 4.00 4,22 4.50 1.77 76.1 mm76.1 R.8 57.9 191,5 101.6 107.2 114.3 45.0 IF IF 3 3500 3.77 2.53 779 4.50 4.22 4.50 1.77 88.9 m. 1 8'8.9 918 64.3 19Z9 114.3 107.2 114.3 45.0 4.250 4.63 2.88 8,81 SSO 4.22 4.50 2.20 108 mm 10&0 117.6 73,2 223.8 139.7 1072 1143 559 4" 4.S00 4.63 2.88 8.81 5.50 4.22 4.50 220 114.3 mm 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9 5.250 5.88 335 10,88 6.56 6.19 6.30 2.58 133 mm 133.0 149.4 85.1 276.4 166.6 157.2 160.0 65S C 5 '500 5.88 3.35 10,88 6.56 6.19 6.30 2.58 119.7 139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6 5" 1 5.563 5.88 3.35 1088 6.56 6.19 6.30 2.58 141,3 mm 1 141.3 149.4 85.1 2764 166.6 157.2 160.0 65.5 6250 5.88 3.84 1138 0.41 Z52 6.19 6.30 2.58 8 159 mm 159.0 149,4 97.5 2891 10.4 191.0 157.2 160-0 65.5 6500 5.88 3.84 11,38 0.41 752 &19 6.30 2.S8 165,1 mm 1651 149.4 9Z5 289.1 10.4 191.0 1S7.2 160.0 65.5 r 6" 6625 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 1.90 Note:Optional 112"115mm tap available. 168.3 1683 149.4 97.5 289.1 10.4 191.0 157.2 160.0 483 Contact Victaulic for details. 1. 8625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 233 219.1 mm j 2191 135.4 128.8 343.6 20.3 373 254.0 157.2 205.7 592 -.'7 10750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 10 273 mm f 2730 1626 161.8 3973 35.8 46.0 31Q 205.7 228,6 12- 12.7SO 6.50 7.36 16.64 2.30 2.80 14.25 8.10 9r00 323.9 MM 323.9 165.1 186.9 1 422.7 58.4 71.1 362.0 205.7 228,6 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY.Q 2013 VICTALILIC COMPANY.ALL RIGHTS RESERVED. �CtaUIiC i IPS CARBON STF:F.t.PIPE._FIRS PROTECTION VA.:V:.,S 10.81 lrel..o k° Butterfly halve SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/ meters of straight pipe. M 2 2.375 6 6 6.625 14 603 1.8 __ _ISO 168.3 4.2 u65 7305 18 159mm —� 159mm 414 76.1 mm 3.000 6 6.500 14 165.1 mm 76.1 1.8 ,_. 165.1 4.2 3~ 3.500 7 8 j 8.62S 16 _ 80 88,9 2.1 200 219.1 4.9 4 v 4500 8 10 10.150 18 100 W` 114.3 2.4 _^ 250 f 273.0 5.5 108 mm 108 mm 8 12 I 12.7SO iu _ ... _ 2.4 300 i 323.9 58 122 _ ._V125 141.3 3.7 133 mm 133 mm 12 3.7 139.7 mm Y 5.500 12 139.7 3.7 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. A—taUI-iV - - - - • I I 1 10.81 P "ra Cie ., sae B SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE Cv values for flow of water at+60'F/+16'C with a fully open valve are shown in the table below.For additional details,contact Victaulir— Formulas for Cv Values: AP=Q, Where: C 2 Q=Flow(GPM/LPM) AP=Pressure Drop(psi/kPa) Q=C�x'�Ap C�=Flow Coefficient 2.375 S.S63 1200 8 170 5 12 60.3 P2 141.3 200 219.1 3400 211,2 2.875 10 10.750 651 73.0 260 133 mm 133 mm 1200 250 273.0 5800 76.1 mm 3.000 260 139.7 mm 5-500 1200 12 12.750 9000 76.1 1 139.7 300 323.9 3.500 4 6.62S _80 88.9 440 150 168.3 ]Soo 4 4,500 100 114.3 $20 I59 mm 1S9 mm 1800 108 MM 108 Mrn 820 161.1 mm 6,500 1800 165.1 Formulas for Kv Values: AP=Qz Where: iSP=Pressure Drop(psi) K,=Flow Coefficient F 7 - 21 M 1375 147 5 5563 8 8.625 2 60.3 125 1413 1040 20 219.1 i22.__ 1'75 "20 273.0 12.750 go 2.875 133 mm 133 mm 1040 10 10.750 6'5' 73.0 225 270 250 1 273.0 3.000 S.500 12 76.1 mm 225 139.7 mm 1040 00 ,9 7790 76,1 139.7 300 323.9 3 6 6.62 80 88.9 380 150 1 568.3 1S60 4 4.500 710 159 mm 159 mm 1560 ]Do 114.3 6500 108 rnm 108 mm 710 165,1 mm 1'651 1560 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �CtauliC'' 10-815 i 10.81 VIve U tc?. ?q alf i r e SERIES 705 WITH WEATHERPROOF ACTUATOR SWITCH AND WIRING 1.The supervisory switch contains two single pole,double throw,pre-wired switches. 2.Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC 3.Switches supervise the valve in the"OPEN"position. 4.One switch has two#18 insulated wires per terminal,which permit complete supervision of leads (refer to diagrams and notes below).The second switch has one#18 insulated wire per termi- nal.This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. 5.A#14 insulated ground lead(green)is provided. Switch#1=S1 For connection to the supervisory circuit of a UL Listed alarm control panel Switch#2=S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction S, Normally Closed:(2)Blue Common:(2)Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open:Brown with Orange Stripe Common:Yellow with Orange Stripe PL I '_ - T, I` FIRE ALPRM TO END OF LINE RE—R OWR�-EL ORNWINDCATOR SLIFER11— TO END OF""RINIR OR NE�INDICATOR OFOUff TIC W CM SWITCH 2SAT 50kVC LELL OR VOLTAGE SOLIKE HOM S.Ifth 11 I..d p.r.—ml NOTE:The above diagram shows a connection between the common terminal(yellow—S1 and yellow-with-orange stripe—S2)and the normally closed terminal(blue—S1 and blue-with-orange stripe—S2).In this example,the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open,the indicator light and alarm will go out.Cap off any unused wires (e.g.brown with orange stripe). Only S1(two leads per terminal)may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFIPA 70(NEC). www.victaulic.com ✓��U�ii� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10,81_6 P,Ev_E h-e L. V t. Ir. _ Val x.., SERIES 705 WITH WEATHERPROOF ACTUATOR WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the installation sheet included with the valve.Verify you have the latest revision by visiting our website at www.victaulic.com. Further reference can be found in the 1-100 Victaulic Field Installation Handbook. For complete contact information,visit www.victaulic.com 10.81 5662 REV E UPDATED 04/2013 �G��u1f� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. .,:.Y z ara� �, n POTTER VSR TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdSApproved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive i 10 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F-120°F,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPA-13D Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1]44402 ®WAR K I N G 21/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 Installation must be performed by qualified personnel and in 3 1/2" VSR-3 1/2 1144435 accordance with all national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing. Serious 4" DN100 VSR-4 1144404 injury or death could result. 5" VSR-5 1144405 Risk of explosion.Not for use in hazardous locations. Serious 6" DN150 VSR-6 1144406 injury or death could result. 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit,stock no. 0090148 CAUTION Replaceable Components:Retard/SwitchAssembly,stock no. 1029030 Waterflow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed and FM Approved for use on steel pipe; die-cast housing. The cover is held in place with two tamper resistant schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC screws which require a special key for removal. Afield installable approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering cover tamper switch is available as an option which may be used Information chart. to indicate unauthorized removal of the cover. See bulletin number The VSR may also be used as a sectional waterflow detector on large 5401103 for installation instructions of this switch. systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(3 8 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG.#5401146-REV L PAGE 1 OF 4 3/09 i E) POTTER v � VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 cm)of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle.Failure to follow these instructions may prevent the device from operating and will void the warranty. Fig. 1 Retard Adjustment DO NOT LE.=1I E COI ER OFF FOR ANE,17ENDED PERIOD OFTLLIE The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS ALTERNATELY CAUTION ® Hole must be drilled perpendicular to the pipe and vertically centered. e Refer to the Compatible Pipe/Installation Requirements chart for size. MOUNT ON PESO Correct Incorrect PIP O ARROW ON SADDLE — POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN "MM OPPOSITE DIRECTION ADAPTER ADAPTER DIRECTION OF OF WATERFLOW WATERFLOW I �/ `1 \ (Flouting Water activates �" 30mm t'_mm MAX \ device in one direction onluJ DN50 ONLY DWPi 1146-II USE(2)5180163 ADAPTERS AS SHOWN ABOVE MY&wew Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hale Size U-Bolt Nuts Size 0 D. Schedule 10(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch min inch min inch min inch min inch min inch min inch min fr-lb n-m VSR-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3 91 0.142 3.6 0 091 23 VSR-2 1/2 2.5 - 2 875 73 0 1 0 120 305 0.203 5,16 - - - I.25+.125/-.062 33 0 f 2-0 VSR-21/2 - DN65 3000 761 1 - . - - 0142 3.6 0,102 2.6 VSR-3 3 DN80 3 500 88 9 0 120 305 0216 549 0 157 4.0 0.114 29 VSR-3 112 3 5 - 4 000 101.6 0.120 3 05 0 226 5,74 - - - - 20 27 VSR-4 4 DN100 4 500 114.3 0.120 3 05 0 237 6,02 0.177 45 0 126 32 VSR-5 5 - 5.563 141,3 0 134 340 0 258 6.55 - - - _ 2,00t.125 508±2-0 VSR-6 6 DN150 6-625 168.3 0.134 3.40 0 280 7,11 0 197 5 0 0 157 40 VSR-8 8 DN200 8.625 219.1 0 148 1 3J6 I 0.322 8.18 0 248 6 3 0 177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.#5401146-REV L PAGE 2 OF 4 3/09 I E) POTTER `' VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place screwdriver at Break out thin section of cover when Plate Terminal inside edge of knockouts,not in the center. wiring both switches from one conduit entrance. _ F ow6 #1ab-16 N,l AWARNING" / An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The Wire must be severed,thereby providing supervision of the = connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device Do not drill into the base as this creates nua I146-13 inoperable risking severe property damage and loss of life. metal shavings which can create Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty. stranded wire,capture all strands under the clamping plate. Fig.5 Typical Electrical Connections OE Notes: ® oPOWE+ 1. The Model VSR has two switches,one can be used to operate a central WUIA SUITSBRLEOFOR BELL station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical 000 entry must be sealed to exclude moisture. W)I'E•RFLOW ZONE 3. For supervised circuits,see"Switch Terminal Connections" �� i4 tEOLR ON FIRE PANEL 3� drawing and warning note(Fig.4). ® Q owc.ttastz Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.7 Mounting Dimensions 5.56 in Fig 8 3 50 in 2 00 in GREEN GROUND s-(89 0 mm)-► (50,8 mm)—r 4-- SCREWS 2.34 in O (59 4 mm) U•BOLT NUT PIPE DIA +525 in U-BOLT WASHER (+133 4 mm) PIPE SADDLE I I� M. PIPE Q PLASTIC PADDL QD owc we-1� U-BOLT NOMINAL PIPE DIA+1 75 in(+44 5 MM)FOR DN 50-DN 65 2-25 in O owe 1146-M NOMINAL PIPE DIA-+2.125 in(+54-0 MM)FOR DN 80-ON 200 3-8 in PRINTED IN USA MFG.#5401146-REV L PAGE 3 OF 4 3/09 Model 1000 TESTANDRAIN Page 1 of 1 J PRODUCTS 'i SUPPORT DISTRIBUTORS ABOUT A F DOWNLOADS MODEL 10 TESTANDRAINIP,, Lightweight and compact,the Model 1000 TESTANDRAINO is a 300 PSI rated single handle ball valve that was specifically designed to provide both the test function and the express drain function required for a wet T fire sprinkler system. It features a tamper resistant test orifice, integral rEsr tamper resistant sight glasses, and a tapped port for system access. The -4 Model 1000 TESTANDRAINO meets all the requirements of NFPA-13, ± NFPA-13R, and NFPA-13D.Available in 3/4", 1", 1-1/4", 1-1/2", and 2" sizes in both NPT and BSPT with all specifiable orifice sizes: 3/8"(2.8K), 7/16"(4.2K), 1/2"(5.6K), 17/32"(8.OK), 5/8"(11.2K, ELO), 3/4"(14.OK, ESFR), and K25. Repair Kits are available for all TESTANDRAINO valves. For more information, visit the"Suppo "page. Locate a Distributer c 4 u: use ruc w Downloads: Cast Sheet Installation Instructions CAD Files Specifications Warranty Translated Cut Sheets: E,3pw 4s i�r.�.3rcP E°::1�I311U TIER TESTANDRA1N0 VALVES -; -� 7� MODEL 1011A MODEL 1011T MODEL 2500 MODEL 1200 REMOTETESTO Reliability, Versatility, Code Compatibility http://www.testandrain.com/documents/prod_dox/1000.html 4/3/2014 � . w VSR (E) POTTER VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.6).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.6) / The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fig.6 REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE BREAKOUTTHIN SECTION OFCOVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING jSCREWS RETARD/SVrITCH ASSEMBLY I \ 7 I (2)LOCATING PMS/ I ,{ o LOCATING PIN (2)RETARD HOUSING DO NOT REMOVE BOSSES IN BASE \ SCREWS o / BASE' 0 0 O O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.#5401146-REV L PAGE 4 OF 4 3/09 I W CATE VALVE M VAULT(REMNED) Mlf/0416 r Rln Akf*7W AC 4-,o --------L21-------- ----------- 2DIC14 AID NOW OMM am As Mull 1�M2,Jr___ v Af .......... R, ---------------- TZ du 6.m 6.0 oamv:mi>�uuac.tut C. 5 vxft t04.Gk c, us 0,(y., t m ell C' we= Accm SEE mm ic 1"17cf-411 AM aw fm - ------------------ 0 C, W_ f[Tl ClO Ex ME401 u r pw, 1-4•n.M'a 0 Is ..Lr "To ING mume -0 clull 11 U.-W r X160"am REMO I i;,40 W/M t-Jr I'm m REEF K 0 C, 4,o /Z-O y AD . �z () 0 'r'4 _,rwAc 87. /'s, AIX I J04 14.1 0 c 0 G O 0 to + $3 Aq _10-if 4.z J-I -ZVW2' 0; 41- 1 7- yn a 0,;T 14 _A_2w/Z_ a GENEMNWES to.wp HANGERLEGEND L Tv� APPROVING AGENCIES CANOPY fiffORMATION NP/APr++Mrrsar.fl. id. SPRINKLER INFORMATION Al SAAMY SCREWS All AfACHINETHMAI)ROD 1�71?61M�70AIiCW. OL MAWM 2ZAfP MFA MOD� ME FIMM c H R NJ 100MEAM ORF. MFR S:15 -.1-d- m :N MODEL PlNISN 7.Ow•roPrnLrrary.+w Mel to memwarr.d 7RAP 01 POWDER DRIVM STEM • 0 1"- VV.CIA4;6ht /Ij OWTw C#Aoo&r of 0 46 Dj ErrRo Zoom I)FRAmIr ko, 7:M,: 15�xfi BRACE LONG MAP 2311103MAVOSE 8mhm6h,Wa9M0 Ph-4W354USF425a3SdTAR i - IEl KWfKBOZX A F FWSHSHEU S] SHORMLIP 4-44g/a TRAPEZE DETAIL) Ile,A. r, &cl,,k1p MOOR A 4,FY 1,V V OF49K! ,I — I TOTAL: DRAWN BY DATE JOB No. SHEET 14 ' FIRE SPRINK-ER PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: KNew Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: m, c,q� Parcel ID#: Project Valuation:�o Number of Heads: lv� Building Area (Sq Ft) a i S" Owner: Phone Number: Address: City: State: Zip Code: Contact Person: Phone Number: Cell Phone: Fax: lft$=ems y6 E-mail: Address: 0-3,*19 Afte. City: State: � Zip Code: d Contractor: G� Phone Number: r 33�y6y� Address SCE City: - /5Z State: Zip Code: C� Contractor's License Number: ' T ��5�0 �� Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described p perty will be in accordance with the laws, rules and regulation of the State of Washington. Ov7Ap ' ants Signature Date Gt91�7// Print Applicants Name Receive FOR STAFF USE ONLY MAR 312014 1 Jb 23 Cn Permit# Accepted Ily Amount Received Receipt# Date Received WEB Forms-131 Page 1 of 1 7/10CJY li INSTALL: 6'NOT TAP - L-6"R.a Ml GAE vAEVE . - - 39 ff 6"P.L.TO AAULT(RESTRAINED) �rl Q 41` a i dYuyFlR/G=4^_. sE9rov, -------- -'- -- '-•�`' + 4SS MN as°D/r%4." I. ER I. 4-w ui- •-r_..W- w W W•.f-:+. W- w Y rf/W RDIOVE N1D:REMACE ' CONNECT TO 00.6' ;.NECESSARY;Bm /S 1 i .PVC Vm 6"X 6" . _ I - SMDIE TAP PER CRY - a Q. IO O 2 1 O .Dk7al 53-10D Y O 0 -�. . Ss:.�i-AW PEAL I �-TIrOPD5E6REi€ "" Lt bi REPaRsPERDETAII D/2. . u 1 I O 1 I I q ss ss- .. 08. 7-T• 3-!v /4-O a /2-O i- i Ob RIM..127.38 ,I>l L },,:'SIDEWALK PER DETAIL A/I- v " : IE fY E_.',52913• DEfAL.U/Y ... .,�g,.Y 28_ ;I YM}jjpD,1...''� I/6-p rayl �I � - 6.33)fSS-a 3L1.5'�34S7,S IE.B SE-:;124.39 - �_wr_.�.._ 7 : ! /sm-4S'35-a/o4Z.S' .-id IF e"Pvc,s.. •-.. ��, REMOVE AND REP1p j L �. •. (E,IN.SLOPE) -- _ --z."A."�.w IXIRTINC CURBS AS' 1'. - _PROPOSED 15pp00 GALLON ORD,SE -"gam --'^ -- -' ='10'�� ;NECESSARY.TYP. • IfTIEACEPTOR VADLT Smu.mtY VAULT MODEL ti .ENGINEER APP110VTYE ID pUAi, I 'r7 g ; ° w LIE 6'PVC IN g 125.72 I � ( a2 S RE 6"PVC DUE'.IZR.62 6 LF`a'PVC,S.QO200 L ..PAOPOSEO-BIN .EASE ..OAS IAETfp IN, ALL: j J , ILDING 1-B'DCM IN VAULT PER DETAK A/1, ADDITION SEE ARCN. ELM T ISFORMER. AND CNY DETAIL W_I'D(CRY DETAIL V , I !•© L. 17¢ /0 . 1P O I :..'\I 1 ®I 1' INSTALL B'C/O PEN C r PLANS '01!CONIC.PAD PADNG SRECBEIB�ENEEN 71�iLL{5D�DET . 1 /o-b. t°_8 7-2. 42- { DEial 55 80ND ) ..14-0 I /Z-O Z-,O _ IE B'PVCr�125.b4 I. 1 IRTAR SS-06/0 ALDC71 PUNS - I .TOP VAULT ELEV..f2A.4! j Q O INSTALL 8 PF B"PVC, d� 6"PYC. 1-6'x 4 FL.TEE S.0.0200 t�BLDG. VERIFY LOG710N AND DEFIN I-4'FL k W ADAPTOR p 1 t O DESIGN/BUM PLUMBING 15 lF(WEST)f'D.I.TO BEAD N Fi cDNTRAGTGR PRIOR TO PL EXISTING QU MING RESTRANED ®I ,�, *Ii - '• r 'I CatISiRMOON.NOTIFY 1 BP 4'-W D.I.BEND It Ell r ENGINEER IMMEDIATELY it U F' ! (NORIN)4'DJ.TO FCC RESTRAR INTO tl r SNOUID ANY REVISIONS I-4'fDC W/(Z)2-1/2'PORTS PF11 ;l ° BECOME.NECBW. DELNL B/2 i 7' 'L 0i - I ' 6 IF C D.I.TO BUILDING(RESTRAINED) O0\ O O O it I LflO / / 1 1 0 ( 1 I 19 - /O'0 7-Z ° /40 h Z I 1 Zo O 7--Rzz.f's/�'RES�7Sh/@ e8 it t 7-z l4-z' dr' l4 0 /2.0 Z-o J L� .I 1-4 L41 r II O._ O {. �� O 1- 0j% F Is ArctD/n/sUL. , .. - A3 I I �. d# /Ys• /lei' l IY4 I 4:`' /�4 1 ! 1 ° V �. O ug9T lbor,QO : ..La.na,Ea,.aH.,7-A- P ,.,� . i. -- ' I 'j 1. Rol OouBksA 6aMiM° "-_ -.,.. .�d i4 1 I 1 �Q 4327-07W.CEG l�ue11 a e Y 1. t I ti/ Z IY 1d t ) I. $-/D /.6 z d y �. ,,/� ,�{I.,U rr 2� 6 t Ama Smi kMC W.U. 3. j �/(i f• W I/J AME ISCOW z ' �fialP6R s✓/ . m 3-4 2-(° .+•N a- ¢G I 6'O O-G 4-9 S-3 e-i 9-6 e'9 �td OFFICE QPYot. /o Ro - A/PLR�• s7usT,� cD �,, • Il CITY OF'ARLINCTON 4 � NSER,PETA/4 BUILDING DEPARTMENT U zo4M 3 Z nns49Le A FRQVF® .'5200/3 PLAN I 1 DATE By UNLESSN ESE EDHBRCE!ED - BUILDING INSPECTOR J/G.7i/TY n1.9P OENENALNOTES rawvao�+.a AFI ert land gWDment to De nrw and underwrltrre°pP�'ed , .Plpl�ig dlmemlons are end ro end.(0'•O") I eaoLER $' fRS6Z6 8' . Rol 4wt�a number 13shall be Provided In¢c.,do.,with NFPA pan P hang ara aM method oJhanging ro be fn accordance wIPo Mp ,qd.. I HANGER LEGEND L WALL BRACKU APPROVING AGENCIES - - - - NE pampMet number l3. SPRINKLER INFORMATION d7ANOPYINFORMATION Pip Bshali be accordance wllhpomphletnumber l3. 1' A SAMMYSCREWS M MACHINE THREAD ROD.fjj OtJ72W RV, _ .Join ng Jplpe:Z*"inga,rAreadedoM welded ahail be in , p , COACHSCREWROD. N TOGGLEBOLT SYMBOL TBAPP MFR.: MODEL TYPE FII4ISH •4M�� N Op� accordance with NFPApomphleN3. 1' � B. OREI°• - MODEL 1mrrBN. "tCIDRPORAA\Ipp .Owner roProvtds adequatehear to prevent worer lnpipes a..rp I C DEW WIMP REP.TRAP O, POWDER DRIVEN STUD N '_/9 / ° V/K/N� KeS'�S' /}e<singln areasProrecledbya werpfpe rprinkler rystem. i + D WROD P CEIWNGFL4NGR I NS 0 44. z.Do /!J. 11PR/4/YT " - 2311153TdAVOSE SnDhOR116h,W8882110 Phans:4254354545 Far.425338470S Sari urat adsquancy ojrhs bullding.ro support the aprinMn _ . iplbg is rhs respautbltry oJthe awneraMlar structural [iARTHC2UAK&BRACB �.� ' T F ey6,-,,VpV E KWIRBOLT R LONG STRAP rs T/ eF c z err=, oeD.z y9z r.9BL.9S �z�srAvzvNT Received , ',Yo CE/ zz57� zesuXfo �3T/C F FLUSNSNETL S SHORT CLIP . T-Z` E o S O Z/z'_ "- o a�`.J . /12 - AIA<y G SIDEBEAMBRACKEF(k56) a TITAPE7B(SBEDBFAIL) 7705 Sr20)IIIlN.� APR 10 2014 II H STD•SIDE BEAM BRACKET V PIPE STAND 9RL/NGTON, Lclq 49Y/4/V oP,.XyR✓o/s1• J UNTSPRUT&CLAMP W WMP-AROUND U-HGDR DRAWN BY I '` DATE JO,fB NO. SHEET U-BO X RISER CL4MP. TOTAL: 63 S.ffd9/AYSOgI 7 q /A 1T03 /-1 II QUICK RESPONSE WjwRAL`laq A UTOMATIC SPRINKLERS Ar-41mr ma GL SERIES �� "&� UPRIGHT• PENDENT FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that =� contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed _ in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL •See reverse side for Approvals and Specifications. SIDEWALL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) Water Working Pressure Rating - 175 psi (12 Bars) } = Factory tested hydrostatically to 500 psi (34 Bars)*Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE Frame - bronze Deflector- brass Screw - brass HORIZONTAL LPC/CE Lodgement Wire - stainless steel n SIDEWALL HORIZONTAL Bulb seat - copper = Spring - nickel alloy = Seal - teflon SIDEWALL •Bulb - glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135'F/155°F 57°CL68°C ORANGE/RED 100°F 38'C INTERMEDIATE 175"F/200°F 79°C/93°C YELLOW/GREEN 1500F 66''C HIGH 286°F 141°C BLUE 225OF 107°C 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT. PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL - CONVENTIONAL (OLD STYLE SPECIFICATIONS NOMINAL 'W" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester 2,3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS SIN K 135T 155°F 175°F 200T 286°F NYC-DOB STYLE MODEL FACTOR HAZARD' 57°C 68°C 79°C 93°C 141°C cULus FM UPC CE MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8' LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8" LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLt GL8133 8.1 LH X X X X X X — — — — GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X — — X GL5627a 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LHIOH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH I X I X X X I X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. oINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS, tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD '1/2"NPT ORDERING INFORMATION SPECIFY GLOBE°PRODUCT WARRANTY .Quantity . Model Number ® Style Globe agrees to repair or replace any of its own manufactured •Orifice - Thread Sizes a Temperature products found to be defective in material or workmanship for a •Finishes desired period of one year from date of shipment. •Quantity-Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 (Ul •rrs •�e��'T". 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com JUNE2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 QUICK RESPOi SE AUTOMATIC SPRINKLERS WIMMN qa�o GL SERIES RECESSED PENDENT FIRE SPRINKLER CORPORATION RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkler is a low profile -- yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation ` . approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly (QUICK RESPONSE and underthe direction of approving authorities having jurisdiction. RECESSED PENDENT The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ` absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the , ` glass to shatter. This results in waterdischarge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. QUICK RESPONSE TECHNICAL DATA RECESSED See reverse side for Approvals and Specifications. HORIZONTAL SIDEWALL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) f ' *Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) A' Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze Deflector- brass ® Screw - brass Bulb seat - copper Spring - nickel alloy , Seal - teflon s - Lodgement Wire - stainless steel Bulb - glass with alcohol based solution, 3mm size QUICK RESPONSE .Escutcheon Assembly - steel LPC/CE RECESSED HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F/1WF 57'C168'C ORANGE/RED 1009F 38`C INTERMEDIATE 175'F/200'F 79'C193'C YELLOW/GREEN 1509F 66°C HIGH 286'F 141"C BLUE 225'F 107'C 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 JULY 2012 A-24 BULLETIN GL2801, REV.#10 QUICK RESPONSE A UTOMATIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyesterz.s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE I HORIZONTAL SIDEWALL IS 2 9/16". 2FINISHES AVAILABLE ON SPECIAL ORDER. 3AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135*F 155*F 175°F 200°F —286*F cULus FM*I LPC CE NYC-DOB MODEL FACTOR 57*C 68*C 79°C 93*C 141°C MEA101-92-E GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X -- — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X RECESSED GL8101 7.8' LH/OH X X X X X X X — — X GL8106 6.1 LH/OH X X X X X X XE X X X GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X -- — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X — — — X RECESSED GL5627- 5.6 LH/OH X X X X X — — X X — GL8127§ 6.1 I LH/OH X X X X X X — — — — SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS **286°F cULus LISTED ONLY §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING, 'BRASS FINISH ONLY n INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. OH:ORDINARY HAZARD tt 1/2"RECESSED ESCUTCHEONS ARE REQUIRED FOR FM APPROVED SPRINKLERS LH:LIGHT HAZARD CROSS SECTIONS *1/2"NPT 2 15/16"DIA. T-T ` r ONE m, = 25 9mm x 12]mm REDUCER- I IIMINJ DUNG~ �. -CEILING r� 1'x 12•REWCER- -CEILING 7 1 -Wp1y SEE 1 MpT 01/3;� ._ 1"x1/2"REDUCER T-- -� cw Mir "•I '- ]a CE%I 6mm 29/3 OIA Y.MYn DIA, N'vri C- I 12'DIA - 1 j 115/16-DIA v - I 73 ,f 5o.enm otA�m1. I/zt fir- MIN. Y DIA Mw. 1 aA - M@L YI fIG I$ � 7M* t MAX. HoE IN CEIIIIiG l_,Lln .I CEILING- CUP- "- 1'MRa. -- �- gas mMAX RETAINER- - 13/1'MAY. { i 13/a'MPX �7.7_ �• - �3 2mm MIN l/.. 22.2-MAX PENDENT 3/ `�` LPC/CE HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own `Quantity . Model Number . Style manufactured products found to be defective in material ®Orifice s Thread Sizes ® Temperature • Finishes desired or workmanship for a period of one year from date of •Quantity- Recessed Wrenches-P/N 325391 (1/2"); P/N 325401 (3/4") shipment. •Quantity-Protective Caps-P/N 327109-CAP (Friction Fit Recessed) Forspecific details of ourwarranty please referto Price List Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 FIRE SPRINKLER CORPORATION 989-846-4583 FAX989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2012 PRINTEDU.S.A. BULLETIN GL2801, REV.#10 :. 1 F '`3e�i,?d R�"` emu°terfl Valveusno � �L � FM VdS iLPCB: SERIES 705 WITH WEATHERPROOF ACTUATOR The Series 705 Butterfly Valve features a weatherproof actuator housing Approved for indoor or outdoor use,a ductile iron body and disc with EPDM seats. Designed for fire protection services only.Victaulic FireLock Series 705 Butterfly Valve is cULus Listed, LPCB Listed, FM and VdS Approved for 300 psi/2068 kPa service.Contact Victaulic for details of agency approvals. APPROVALS AND LISTINGS Series V. 2%50mm up to 300p5J2068kPa n/a up to 300ps1/20WPa up to 21/2765mm up to300psJ2068kPa up to300p5J2068kPa n/a_ Up10300psi/ 76.Imm up to 300psi/2068kPa up t0 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2O68kPa 3780mm Up to 30Op5i/2068kPa up to 300psi/2068k1`a Up to 300psi/2O68kPa up to 300psi/2068kPa 47100mm up to 300psi/2068kPa up to 300psi/2068kpa up to 300psi/2068kPa up to 300psi/2068kPa 5"/125mm up t0 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 67150mm _up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psa/2068kPa 16S.lmm UPi t0 300p$0 68kPa up to 300ps1/2068kPa _ -rn/a - up to 300pW2068kPa 87200mm up to 300psi/20681<Pa up to 300psi/2068kPa up to 300psi/2068kPa up to 300p51/2068kPa 107250mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 127300mm up to 300 sV2066kPa up to 300 sV2068RPa n/a up to 300 sV2068kPa JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com ictaUliiC" VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IPS CARSOIN'STEEL P PF• PRE PROTECTI iON VdELV'E.5 10.81 'irel_ockO Butterfly halve SERIES 705 WITH WEATHERPROOF ACTUATOR MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536,grade 65-45-12 End Face,2—6750—150 mm: Ductile iron conforming to ASTM A-536,grade 65-45-12 Seal Retainer,8—12"/200—300 mm: Ductile iron conforming to ASTM A-536,grade 65-45-12 Coating:Black alkyd enamel Disc: Ductile iron conforming to ASTM A-536,grade 65-45-12,with electroless nickel coating con- forming to ASTM B-733 Seat: • Grade"E"EPDM Stems:416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge:C36000 brass Bearings:Stainless Steel with TFE lining Stem Seals: EPDM Stem Retaining Ring:Carbon steel Actuator: • 2-8"/50-200mm:Brass or bronze traveling nut on a steel lead screw,in a ductile iron housing • 10-12"/250-300mm:Steel worm and cast iron quadrant gear,in a cast iron housing www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 16aulid "."3N.SIEEL I -N V'LVF,.'� 10.81 kla"W SERIES 705 WITH WEATHERPROOF ACTUATOR DIMENSIONS- 2' 2375 4,25 228 6.41 400 4.22 4.50 2.12 60.3 mm 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2' 2.875 3.77 2,28 7.54 4.00 4.22 4.50 1.77 73 mm J 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 0 3.000 3.77 2.28 7.54 4.00 4.22 460 1.77 7L] TIF -m,L 76.1 95.8 57.9 191.5 101.6 107.2 114.3 4S.0 - 3' 3.500 3.77 2.53 779 450 4.22 4.S0 1.77 88.9 mm 88.9 95S 64.3 197.9 11443 107.2 114.3 45.0 4.250 4.63 2M 8.81 5.50 4.22 4.50 2.20 108 mm 108.0 117.6 73.2 223.8 139.7 1072 114.3 5S.9 4- 4600 4.63 2.88 8.81 S.50 4.22 4.50 2.20 114.3 mm 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9 OH 5'250 5.88 3-35 laft 6.56 6.19 6.30 2.S8 133 mm 133.0 149.4 85.1 276A 166.6 157.2 160.0 65.5 5.500 5.88 335 10.88 6.56 6.19 6.30 258 139.7 mm 139.7 149,4 85A 276.4 166.6 1572 160.0 656 5" S,563 588 3.35 10.88 6.56 6.19 6.30 2.58 141.3 mm 141.3 149.4 85-1 276.4 166.6 157.2 160.0 65.5 6.250 5.88 384 IL38 0.41 7.52 6.19 6.30 2.58 159 mm 159.0 1494 975 289.1 10.4 1910 157.2 160.0 6S.5 6,500 588 384 1138 041 752 6.19 6.30 2.58 165.1 mm 165.1 149-4 975 2891 10.4 191.0 1S7.2 160.0 65.5 _J�A- -D 6" 6.625 5.88 3.84 11.38 0.41 7.52 6.19 6.30 1.90 Note:Optional 1/2715mm tap available. 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 Contact Victaulic for details. 8" 1 8.625 S.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33 219.1 mm I 219.1 135.4 128.8 343.6 20.3 37.3 254.0 157.2 205.7 59.2 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 273 mm 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12" 12.750 6.50 736 16.64 2.30 180 14.25 8.10 9.00 323.9 mm 323.9 165.1 186.9 422.7 58.4 711 362.0 205.7 228.6 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAILILIC COMPANY.ALL RIGHTS RESERVED. x�Syhcf RIFIL, loxl-3 WS CARSON STEEL M E _F34E PROTECT 04 VALVES 10.81 SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/ meters of straight pipe. 375 6 6 6.625 14 12pt 0.3 1.8 150 1 168.3 4.22'h 2,875 6 14 _65 _ 73.0 1.8 159 mm II 159 mm 4.3 76.1 mm 3,000 6 ! 6.500 14 165.1 mm 76.1 1.8 � 165.1__ _ ., 4.2 3 3.500 7 8 I 8.625 16 So 88.9 2.1 200 l 219.1 4.9 4 4,500 8 10 10.750 18 _ 100 114.3 2.4 25 0 273.0 5.5 108 mm 108 mm 8 12 12.750 19 24 300 i 323.9 5.8 5 S563 12 _ 125 141.3 3.7 133 mm 133 mm 12 3.7 .�139.7 mm 5.500 12 139.7 3.7 www.victaulic.com �CtaU�iiCY VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. W5 CA' B-*0W, S"' 10.81 SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE Cv values for flow of water at+60oF/+16°C with a fully open valve are shown in the table below.For additional details,contact Victaulic. Formulas for Cv Values: AP=Q, Where: C Q=Flow(GPM/LPM) AP=Pressure Drop(psi/kPa) .Q=C,x 116-p- C�=Flow Coefficient 2 2.37S 170 5 5,563 1200 8 8.625 1/5 60.3_ 125 1 141.3 200 219.1 3400 2 2.875 '10-7---1-0.7-50 -- 65 73.0 260 133 mm 133 mm 1200 .--2 -- 273,0 5800 76.1 mm 1 3.000 260 139.7 mm 5-500 1200 12 12.750 9000 76,1 139.7 300 323.9 3 3.500 440 6 6.625 1800 20 88.9 150 168.3 4 4.500 100 114.3 820 159-m 15 9 mm 1800 108 mm 108 mm 820 �I 15.1 mm 6.500 1 165.1 1800 Formulas for Kv Values: AP=Q� Where: -2 AP=Pressure Drop(psi) Flow Coefficient 2.375 5 k S.S63 8 621 2940 :'7 1040 60. 141.3 200 219.1 29 0 '7 2.875 mm 133 mm 1040 10 10.750 73.0 2 133 250 273.0 5020 76.1 mm 3.000 225 139.7 mm 5500 17- 12.750 7(,.l 1'39.7 1040 300 323.9 7790 3 3.50 6 6.625 80 88.90 380 150 I 168.3 1560 4- 4.5&O- 100 114.3 710 159 mm jjjli 159 mm 1560 5 108 mm 6 108 mm 710 16S.1 mm 1,60105.1 1560 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. X/C ta U C P411"15.- FIRt"11 RC.-TE�—T�011N,VA:.,Vt�:Sl 10.81 ire,Lock Buttelfly Vall SERIES 705 WITH WEATHERPROOF ACTUATOR SWITCH AND WIRING 1.The supervisory switch contains two single pole,double throw,pre-wired switches, 2.Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC 3.Switches supervise the valve in the"OPEN"position. 4.One switch has two#18 insulated wires per terminal,which permit complete supervision of leads (refer to diagrams and notes below).The second switch has one#18 insulated wire per termi- nal.This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. 5.A#14 insulated ground lead(green)is provided. Switch#1=S1 For connection to the supervisory circuit of a UL Listed alarm control panel Switch#2=S2 Auxiliary switch that may be connected to auxiliary devices,per the authority having jurisdiction S, Normally Closed:(2)Blue Common:(2)Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open:Brown with Orange Stripe Common:Yellow with Orange Stripe TOEN-LINERE990K cotam Moll ORNE-NUCATOR TOENL N1 RE9911 OR NEa IN�CTo, H_M6 to) sMCH 'M M6 D5�T M%� fqL 5�T 2 1'Muc Gt 110LTRU SOURCE Mill Switch 1:31eads per Iemlinal NOTE:The above diagram shows a connection between the common terminal(yellow—S1 and yellow-with-orange stripe—S2)and the normally closed terminal(blue—S1 and blue-with-orange stripe—S2).In this example,the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open,the indicator light and alarm will go out.Cap off any unused wires (e.g. brown with orange stripe). Only S1 (two leads per terminal)may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70(NEC). www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY.0 2013 VICTALLIC COMPANY.ALL RIGHTS RESERVED. \Ai6_Uhoo I_G REV E 1F ireL.ock'5' Butterfly 'Valve SERIES 705 WITH WEATHERPROOF ACTUATOR WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details, NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the installation sheet included with the valve.Verify you have the latest revision by visiting our website at www.victaulic.com.Further reference can be found in the 1-100 Victaulic Field Installation Handbook. For complete contact information,visit www.victaulic.com 10.81 5662 REV E UPDATED 04/2013 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. \\v��• 1 v.'.: E) POTTER VSR TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdS Approved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0Amps at 125/250VAC • 2.0 Amps at30VDC Resistive 10 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for t/2"conduit. Individual switch compartments suitable �1 for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F-120°F,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPA-13D Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 A WAR N1 N G 21/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 Installation must be performed by qualified personnel and in 3 1/2" VSR-3 1/2 1144435 accordance with all national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing.Serious 4" DN100 VSR-4 1144404 injury or death could result. 5" VSR-5 1144405 Risk of explosion.Not for use in hazardous locations. Serious 6" DN150 VSR-6 1144406 injury or death could result. 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit,stock no.0090148 CAUTION Replaceable Components:Retard/SwitchAssembly,stock no. 1029030 Waterflow switches that are monitoring wet pipe sprinkler systems shall I not be used as the sole initiating device to discharge AFFF,deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed and FM Approved for use on steel pipe; die-cast housing. The cover is held in place with two tamper resistant schedules 10 through 40, sizes 2" thru 8" (50 min thru 200 min). LPC screws which require a special key for removal. A field installable approved sizes are 2" thru 8" (50 min thru 200 mm). See Ordering cover tamper switch is available as an option which may be used Information chart. to indicate unauthorized removal of the cover. See bulletin number The VSR may also be used as a sectional water-flow detector on large 5401103 for installation instructions of this switch. systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG,#5401146-REV L PAGE 1 OF 4 3/09 (E) OTPvsu TER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle.Failure to follow these instructions may prevent the device from operating,and will void the warranty. Fig. 1 Retard Adjustment DO NOT LEAhE COVER OFF FOR ANErTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS ALTERNATELY CAUTION Hole must be drilled perpendicular to the pipe and vertically centered, o Refer to the Compatible Pipe/Installation Requirements chart for size. MOUNT ON Correct Incorrect PIPE SO O ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN 50MM OPPUSITG DIRECTION ADAPTERADAPTER WATERFLOWF OF WATERFLOW �/ \I (Flowing water activales � � 20mm t'_mm MAX device in one direction only.) DN50 ONLY DW4 1146-I1 USE(2)5180162 ADAPTERS AS SHOWN ABOVE DWG.11a61F Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size OD Schedule 10(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-m VSR-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0,091 2.3 VSR-2 1/2 2.5 - 2.875 73.0 0.120 3,05 0,203 5.16 - - - - 1.25+,125/-.062 33 0 t 2 0 VSR-21/2 - DN65 3.000 76.1 - - - - 0.142 3.6 0.102 2.6 VSR-3 3 1 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-31/2 3.5 - 4.000 101.6 0.120 3.05 0.226 5.74 - - - - -)o 27 VSR-4 4 DN100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 - 5.563 141.3 0.134 3.40 0.258 6.55 - - - _ 2.00f.125 50.8f2.0 VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 1 7.11 0.197 5.0 0.157 4.0 VSR-8 8 1 DN200 8,625 1 219.1 0.148 3.76 0.322 1 8.18 0.248 6.3 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.#5401146-REV L PAGE 2 OF 4 3/09 E) POTTER VSR TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place screwdriver at Break out thin section of cover when Plate Terminal inside edge of knockouts,not in the center. wiring both switches from one conduit \\�� \nlentrance. 0c ,06 OurGo DWG #1146-16 AWARNING An uninsulated section of a single conductor s110LIid not be loopcd around the terminal and serve as two separate connections. The wire must be severed,thereby providing supervision of the ® connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device Do not drill into the base as this creates Dug 1146-13 inoperable risking severe property damage and loss of life. metal shavings which can create ` Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the l conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty. stranded wire,capture all strands under the clamping plate. Fig.5 Typical Electrical Connections OEL Notes: 1. The Model VSR has two switches,one can be used to operate a central is SUITTAABBLSEOFOR BELL station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. $ WATERFLOW ZONE 3. For supervised circuits,see"Switch Terminal Connections" �_g' EOLR ON FIRE PANEL drawing and warning note(Fig.4). ® �I 8 OWG.114b12 Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.7 Mounting Dimensions 5 56 in Fig 8 3 50 in (1412 mm) 2 00 in GREEN GROUND �•(89A align)-► (50 8 mm) SCREWS 2 341 n O (59 4 mm) U-BOLTNUT I DIA. -�. +5.25 in U-BOLT 11'ASHER (+133.4 mm)) PIPE SADDLE •R� see PIPE DWG 1146-14 ® ® Q PLASTIC PADDLE U-BOLT NOMINAL PIPE DIA.+1.75 in(+44.5 MM)FOR DN 50-DN 65 2-2 5 in O DWG I146-m NOMINAL PIPE DIA+2.125 in(+54.0 MM)FOR DN 8o-ON 200 3-8 in PRINTED IN USA MFG #5401146-REV L PAGE 3 OF 4 3/09 Model 1000 TESTANDRAIN Page 1 of 1 PRODUCTS SUPPORT DISTRIBUTORS ABOUT AGF DOWNLOADS MODEL 1000 TE TANDRAI :P Lightweight and compact,the Model 1000 TESTANDRAINO is a 300 PSI rated single handle ball valve that was specifically designed to provide both the test function and the express drain function required for a wet fire sprinkler system. It features a tamper resistant test orifice, integral TEST tamper resistant sight glasses, and a tapped port for system access. The Model 1000 TESTANDRAINO meets all the requirements of NFPA-13, NFPA-13R, and NFPA-13D.Available in 3/4", 1", 1-1/4", 1-1/2", and 2" !, o sizes in both NPT and BSPT with all specifiable orifice sizes: 3/8"(2.8K), 7/16"(4.2K), 1/2"(5.6K), 17/32"(8.OK), 5/8"(11.2K, ELO), 3/4"(14.OK, ESFR), and K25. Repair Kits are available for all TESTANDRAINO valves. For more information,visit the"Su Mori"page. _ Locate a Distributor e L us xw„tn,c r'�uTi K'� Downloads: Cut Sheet Installation Instructions CAD Files Specifications Warranty Translated Cut Sheets: Pt1rt;JSygi^.F, F°:".3�It3rIJ OTHER TESTANDRAINO VALVES Y =- MODEL 1011A MODEL 1011T MODEL 2500 MODEL 1200 REOTETESTO Reliability, Versatility, Code Cann Satibllity http://www.testandrain.com/documents/prod_dox/1000.html 4/3/2014 POTTER �s� VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.6).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.6) / The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fig.6 REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH �ASSEMBIN TO BASE BREAK OUTTHIN SECTION OF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING -SCREWS RETARD/SWITCH ASSEMBLY I \ IFnF I I 3 'I I (2)LOCATING PINS DO NOT REMOVE ,__ f (2)LOCATING PfN (2)RETARD HOUSING BOSSES IN BASE SCREWS `J 0 BASE' 0 0 O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA NEG.#5401146-REV L PAGE 4 OF 4 3/09 AMERICAN SPRINKLER CORP. 2311 153RD AVE. SE SNOHOMISH,WA 98290 HYDRAULIC CALCULATIONS FOR DRAWING NUMBER:A1401 DATE: 3/24/14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1042. 5 sq. ft. COVERAGE PER SPRINKLER: 151 sq. ft. TYPE OF SPRINKLERS CALCULATED: SSU NUMBER OF SPRINKLERS CALCULATED: 8 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 245 .3 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 145. 3 gpm @ 28 . 0 psi TYPE OF SYSTEM: WET WATER SUPPLY Static: 87.2 psi Residual: 75 psi Flow: 5, 000 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: AMERICAN SPRINKLER CORP. Address: 2311 153RD AVE SE SNOHOMISH,WA 98290 Phone: 425-335-4645 Certification number: AMERISCO87NC NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: ARLINGTON F.D. NOTES: Calculations performed by HASS under license # 50110271 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) wwss+uvmrrn�snwr! eesirnF�cav� of contrETEN4'r , r"M raovecmoN erwur&USA sr Douglas A.Buehler 4327-0797-CEG L"3 Ameri prink Ccgx a50 AMEt 7 �xrw• s • �zav SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT 0 0 0 04 � w m 0' 0) a a 0 » N m U U CD m : -1 P O a�'iN mN ro o a A sa a� a a� �n 2 p, — N vm o I o w a O I Lo N Q. N p' 0 N +-) .-1 uo •rf m o >, r--1 Gr+ -11 r-i 0 -V cn cn �J ol - m OD P+ M FC CQ a) 104 C� O 71-A 77A o ZIA IIA u� I O H o O 4-1-1 -ri ol ro rn � cn R, H i o co CD >4 N - Lo w 4-3 � I M t?rro co 0 aro r-, 4-3w +� I x w ro ::) 4-) o co Ul I o a) a 0 -) W U EA O o a) L a I -o a) o ul o ro "O Q N a) O O o z I � 0 _o O V-q N t` 0 o O o 0 0 0 o O 0 0 0 1 O OJ l0 V N r--I c� aC 0 w 04 0Y w w m r� CY w -- D, rn -rq -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 19 87.2 75.0 5000. 0 87.2 245. 3 31. 5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 245. 3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 145.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 14.2 K= 5.43 7. 7 15. 1 2 14.2 K= 5.43 8.7 16.0 3 14.2 K= 5.43 12. 8 19. 4 4 13. 9 K= 5. 43 7. 8 15 . 2 5 13. 9 K= 5. 43 8. 8 16. 1 6 13. 9 K= 5. 43 12. 9 19. 5 7 13.7 K= 5 .43 16.1 21.8 8 13.7 K= 5.43 16.7 22.2 9 14.2 - - - - 15. 5 - - - 10 13. 9 - - - - 15 . 7 - - - 11 14 .2 - - - - 18. 0 - - - 12 13. 9 - - - - 18.2 - - - 13 13.7 - - - 18. 6 - - - 14 13.3 19. 6 - - - 15 12.8 - -- - -- 22. 6 - - - 16 1. 0 28 . 0 - - - 17 0. 0 - - - - 28 . 4 - - - 18 0. 0 - - - - 31. 4 - - - 19 0.0 SOURCE 31.5 145 .3 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/24/2014 C: \PROGRAM FILES\HRS SYSTEMS\HASS\Al40l.SDF JOB TITLE: TABLAS RESTAURANT NFPA PIPE DATA Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) .Pipe: 1 5 . 43 15 . 1 Disch 12 . 00 120 0. 9 2 14 .2 8 . 7 0. 0 1.000 ---- 0. 00 0. 0 1 14 .2 7. 7 15. 1 1. 049 12 . 00 0.077 0. 9 Pipe: 2 5.43 16. 0 Disch 14 .00 120 4.1 3 14 .2 12. 8 15. 1 1. 000 ---- 0.00 0.0 2 14 .2 8.7 31.1 1. 049 14. 00 0.294 4.1 Pipe: 3 5. 43 19. 4 Disch 14 .17 120 2 .7 9 14 .2 15. 5 31. 1 2 1.250 ---- 0. 00 0. 0 3 14.2 12. 8 50. 5 1 .380 14. 17 0. 190 2. 7 Pipe: 4 5.43 15.2 Disch 12.00 120 0.9 5 13. 9 8. 8 0.0 1. 000 ---- 0.00 0.0 4 13. 9 7. 8 15 .2 1.049 12 .00 0.078 0. 9 Pipe: 5 5. 43 16. 1 Disch 14 .00 120 4 . 2 6 13.9 12. 9 15 .2 4 1. 000 --- 0 .00 0. 0 5 13. 9 8. 8 31. 3 1. 049 14 . 00 0 .298 4.2 Pipe: 6 5 .43 19.5 Disch 14 .17 120 2.7 10 13. 9 15 .7 31.3 5 1.250 ---- 0.00 0. 0 6 13 .9 12 . 9 50. 8 1.380 14. 17 0. 192 2.7 Pipe: 7 5. 43 21. 8 Disch 14 . 17 120 0. 6 8 13.7 16. 7 0. 0 1.250 --- 0. 00 0. 0 7 13.7 16. 1 21. 8 1. 380 14 . 17 0.040 0. 6 Pipe: 8 5.43 22.2 Disch 7.17 120 1.9 13 13.7 18. 6 21.8 7 1.250 T: 6. 0 6.00 0. 0 8 13.7 16. 7 43. 9 1.380 13. 17 0. 147 1. 9 Pipe: 9 0. 0 0.0 7 . 17 120 2.5 11 14.2 18 . 0 50.5 3 1.250 T: 6. 0 6.00 0.0 9 14.2 15 . 5 50. 5 1.380 13. 17 0. 190 2.5 Pipe: 10 0. 0 0.0 7.17 120 2.5 12 13. 9 18.2 50. 8 6 1.250 T: 6.0 6.00 0.0 10 13. 9 15 . 7 50. 8 1.380 13. 17 0.192 2.5 Pipe: 11 0. 0 0. 0 10. 67 120 0.2 12 13. 9 18. 2 50.5 9 2.500 ---- 0. 00 -0. 1 11 14 .2 18. 0 50.5 2. 635 10. 67 0. 008 0. 1 Pipe: 12 0.0 50.5 11 10. 67 120 0.4 13 13 .7 18 . 6 50.8 10 2.500 ---- 0.00 -0.1 12 13. 9 18 .2 101.3 2. 635 10. 67 0.029 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0. 0 101.3 12 14.42 120 1.0 14 13. 3 19. 6 43. 9 8 2.500 ------ 0.00 -0.2 13 13 .7 18 . 6 145 .2 2. 635 14 .42 0.057 0.8 Pipe: 14 0. 0 0. 0 23. 50 120 3. 0 15 12 . 8 22. 6 145.2 13 2. 500 E: 8 . 2 24. 71 -0.2 14 13.3 19. 6 145.2 2 . 635 T: 16. 5 48 .21 0. 057 2. 8 Pipe: 15 0. 0 0.0 11. 67 120 5.4 16 1.0 28.0 145.2 14 4.000 3E:39.5 39.50 -5.1 15 12 . 8 22. 6 145.2 4.260 51. 17 0. 006 0.3 Pipe: 16 0. 0 0. 0 12 . 00 140 0. 5 17 0. 0 28. 4 145.2 15 6.000 E:22.0 22 . 00 -0. 4 16 1. 0 28 . 0 145.2 6.280 34.00 0. 001 0. 0 Pipe: 17 0. 0 Fixed Pressure Loss Device 18 0. 0 31.4 145.2 16 3.0 psi, 145.2 gpm 17 0. 0 28 .4 145.2 Pipe: 18 Source 0.0 39. 00 140 0. 1 19 0. 0 31.5 145. 3 17 6.000 T: 47. 0 52 . 00 0.0 18 0. 0 31.4 145.3 6.280 G: 5. 0 91. 00 0. 001 0. 1 NOTES (HASS) : (1) Calculations were performed by the HASS 8. 4 computer program under license no. 50110271 granted by HRS Systems-, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0. 061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11. 6 ft/sec at pipe 5. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 19 under full flow conditions is 87 .10 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/24/2014 C: \PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2. 635 8 .24 16. 47 5. 49 19.22 9. 61 1. 37 13. 73 13.73 16. 47 4.260 13 . 17 26.33 7. 90 28. 97 15 . 80 2 . 63 26. 33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1. 049 2 . 00 5 . 00 2. 00 5. 00 6. 00 1. 00 10. 00 10. 00 5 . 00 1. 380 3 .00 6. 00 2.00 7 . 00 6. 00 1. 00 10.00 10. 00 6.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6. 280 22 . 00 47. 00 14.00 51.00 16. 00 5 . 00 47 . 00 J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/24/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\A1401.SDF JOB TITLE: TABLAS RESTAURANT Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor 1 5. 60 7. 00 1.049 0. 83 T 5. 83 120.00 5 . 43 Inspection Information Inspection Date 7/22/2014 Type Sprinkler System Requested By Contact Info Scheduled Date Completion Date Description New Sprinkler System Status Assigned Assigned To Chris Young Hours 0 Notes Property Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE WA 98101 539 Other Retail Trade NEC 60-527-4466 Inspection Items Date Employee Pass/Fail Note Aboveground Hydro Aboveground piping Flow/Flush/Purity 7/22/2014 Tom Cooper Pass System Acceptance Underground Hydro 7/11/2014 Chris Young Pass Undergroung Piping 6/27/2014 Chris Young Pass Permit Details Date 3/31/2014 Permit Number 334 Project Name Tablas Restaurant Applicant Name American Sprinkler Corporation Applicant Address 2311 153rd Ave SE City,State,Zip Snohomish,WA 98290 Contact Doug Buehler Phone 425-210 3871 Email doug@americansprinkler.com Permit Type Fire Sprinkler Site Address 7705 204th St Valuation 20000.00 Status Issued Permit Issued 4/16/2014 Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New Sprinkler System Assigned To Amy Rusko Contractors Contractor Name Primary Phone Email Contractor [License[ License# Contact I I Type American Sprinkler Doug Buehler 425-210- Idoug@americansprinkler.com CONTRACTOR AMERISC087NC Corporation 13871 Property Information Owner Information Parcel#:00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 360-527-4466 Date: 04/08/2026 Permit#: 334 Permit Date: 03/31/2014 Review Date: 03/31/2014 Permit Type: FIRE SPRINKLER Review Type: FIRE SPRINKLER Target Date: 04/07/2014 Scheduled Time: Completed 04/02/2014 Date: Description: Fire sprinkler details indicate a dry system. Per NFPA 13 section 7.2 the system needs to be a wet system.Also,plans call for PVC Schedule 40 pipe and NFPA 13-2010 does not allow PVC. Review Status: Assigned To: z.Christopher Young Time In: Time Out: Hours: Notes 04/11/2014 Received revised drawings for wet system. Ok to issue. Property Information Parcel#: 00847300000400 KEYTRUST CO NATL ASSOC KEYTRUST CO NATL ASSOC WHEELER J W TRUST 700 5TH AVE#4700 7705 204TH ST NE SEATTLE,WA 98101 Zoning: 539 Other Retail Trade NECLot: Block: 360-527-4466 Permit#: 334 Permit Date: 03/31/14 Permit Type: FIRE SPRINKLER Project Name: Tablas Restaurant Applicant Name: American Sprinkler Corporation Applicant Address: 2311 153rd Ave SE Applicant, City, State, Zip: Snohomish,WA 98290 Contact: Doug Buehler Phone: 425-210 3871 Email: doug@americansprinkler.com Scope of Work: New Sprinkler System Valuation: 20000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/16/2014 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00847300000400 7705 204TH ST NE KEYTRUST CO 360-527-4466 539 Other Retail NATL ASSOC Trade NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# American Sprinkler Doug Buehler 425-210-3871 2311 153rd Ave CONSTRUCTION AMEPJSC087NC Corporation SE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/22/2014 FS07.FIRE New Sprinkler System z.Christopher Young Assigned SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status Fire sprinkler details indicate a dry system.Per NFPA 13 03/31/2014 FIRE SPRINKLER section 7.2 the system needs to be a wet system.Also, z.Christopher Young plans call for PVC Schedule 40 pipe and NFPA 13-2010 does not allow PVC. 03/31/2014 FIRE SPRINKLER z.Tom Cooper Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Fire Sprinkler System Commercial NFPA 13/13R $383.16 Total $483.16 Attached Letters Date Letter Description 03/31/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/16/2014 American Sprinkler Tablas Restaurant check#18639 Launa Black $483.16 Outstanding Balance $0.00 Notes Date Note Created By: 04/10/2014 Resubmitted plans on 4/10/2014.AR Amy Rusko 04/02/2014 Contacted the contractor with corrections.AR Amy Rusko 03/31/2014 Tom-Plans are in the review room. Amy Rusko Uploaded Files Date File Name 04/16/2014 Signed Permit(3).pdf 03/31/2014 LLD 334 Apnlication.pdf -- _ - ----------------------- o - kI ^a — sue•; .{ (� w <: o 0 0 � �'•_•-n � I � 1 I� I ^ thg� ^7 ,.. N �I � �:E�d S/ a Eo W �I - ri Q K �,1 I �+ �x � •\�� s � � �� : � h � Ate. 1.9 s x d:. •��I Y W O ,' `1' . ._-----'--'---.._..._ ` � i5.� m a}6 e' ,� h I •7 3 —_— CYO ".. `��- IL <.'J y �2<X �' � N 9g 3 p 1Nlg. c 0 • � Q J 4 V < ' a� r7 3 0 0 0 0 O I .N 0 10 O It • IJ I a — a I 3 ° xx L.J7 I 0� O 0 O O aP 1 ti� lit —_-- _ ....... 0 0 O O O O 1�5 N < n !my h v/._ -.._ 9-6 �J_ G/rE x 4.6 8 o O N od.£ y.{ i _ 0 c c'I Op b Z Q v E € w 1 � .� � W R ti �r JIB fu �ik a�g°°A��8�z�6�� W d`�.�'6 e•8 a� ------- aclki-�'7.mm' OFARLINGTON CITY 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:7705 204th St Permit#:334 Parcel#:00847300000400 Valuation:20000 00 OWNER APPLICANT CONTRACTOR Name:KEYTRUST CO NATL ASSOC Name:American Sprinkler Corporation Name:American Sprinkler Corporation Address:WHEELER J W TRUST 700 5TH AVE Address:2311 153rd Ave SE Address:2311 153rd Ave SE #4700 City,State Zip:SEATTLE,WA 98101 City,State Zip:Snohomish,WA 98290 City,State Zip:Snohomish,WA 98290 Phone:360-527-4466 Phone:425-210 3871 Phone:425-210-3871 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT 1S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRC110. SALES' IC Sales tax relating to construction and construction materials in the City o r.yg�onust be reported on your sales tax return form and co ity of A gton#3101. / c� em% Signature Prit Name Date Release ' Datc CONDITIONS THIS PERMIT AUTHORIZS ONLY THE WORK NOTED THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,FTC-)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/14/2014 Fire Review Fee $100.00 4/14/2014 Fire Sprinkler Fee $383.16 Total Due: S483.16 Total Payment: $0.00 Balance Due: $483.16 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon