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19406 68TH DRIVE NE_BLD2443_2026
ows( N 0 T I C E I '( TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: LOT#: DATE: I�' JOB ADDRESS: TYPE OF INSPECTION: 4 ( , yi) r' ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION p to w r()Qt" o,% -�. -,,At Om>se 1/-c3 3 -1 ! _ /Q YVL W"S I�.J 1 �• THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 A-VK,krl, y .3 -11 INSPECTOIf DATE ClBUILDING DEPT. � ClPLANNING DEPT. ,���'I CITY OF ARLINGTON / 1 i { d �� r V z C 3 Q � 3 M 0. •� � O Q ' o w O o u 7� z z CL) oEo Z Q E-- 1`J t y aLi o u uO H 4-j W �� to W \(} c ° Zv z d" Q,' ;� pq ° o CD a 00 in z �1 00 o c W o 0 � O � F Vbp V � L o f � L iJ •.,�1 V) r �. / ,. Permit Information Date 3/8/2019 Permit Number 2443 Project Name Western Forest Products Fire Sprinkler Applicant Name David Garcia Applicant Address 19406 68th Dr NE City, State,Zip Arlington Contact David Garcia Phone 3603330688 Email dgarcia@westernforest.com Permit Type Fire Sprinkler Site Address 19406 68th Dr NE Valuation 35000.00 Status Applied Permit Issued Permit Expires Square Feet 15000 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Commercial Fire sprinkler Assigned To Raelynn Jones Property Parcel Address Legal Owner Owner Phone Zoning 31051400300200 119406 68TH DRIVE NE WESTERN FOREST PRODUCTS US LLC 1242 Sawmills&Planing Mills Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# (RELIANCE FIRE PROTECTION 206-682-6636 CONTRACTOR -&I IIRELIAFP102LI Fees Fee Description Notes Amount Credit Card Surcharge 001.369.90.00.03 $3.00 Fire Review Fee 345.83.00.00 $100.00 Fire Sprinkler Fee 322.10.00.00 $724.36 Processin /Technolo v Fee 341.43.00.02 $25.00 Total $852.36 Payments Date Paid By Amount Description Payment Type Accepted B 3/8/2019 $3.00"C Surcharge 74337577 CC Surcharge Raelynn Jones 9:38:58 AM 3/8/2019 Steve Brown $100.00 74337577 iTransact CC Total $103.00 Amount Outstanding:$749.36 Uploaded Files Upload File Date File Uploaded B 3/11/2019 11 18:02 AM 2443 Application.pdf lJones, Raelynn UTY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Dr NE Permit#:2443 Parcel#:3 105 14003 00200 Valuation:35000.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US Name:David Garcia Name:RELIANCE FIRE PROTECTION LLC Address:800-1055 W GEORGIA STREET Address:19406 68th Dr NE Address:PO Box 428 City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Arlington City,State Zip:Preston,WA 99050 Phone: Phone:3603330688 Phone:2066826636 LIC:RELIAFP102LI EXP:07/12/2019 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: 2015 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 T E OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ACE RTIFIC P CUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALE AX Nft Sales tax relati construction and construction materials in the City of Arlington must be reported on your sales tax return form and dcd Cit rgton#3101. l Lure Print N-aTrnc Datc t Released By Date CONDITIONS Adhere to Fire Suppression Review comments and approved plans. Call for inspections. 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,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/11/2019 Credit Card Surcharge $3.00 4/11/2019 Credit Card Surcharge $22.48 4/11/2019 Fire Review Fee $100.00 4/11/2019 Fire Sprinkler Fee $724.36 4/11/2019 Processing/Technology Fee $25.00 4/11/2019 Stop Work Fee $500.00 Total Due: $1,374.84 Total Payment: $874.84 Balance Due: $500.00 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 City of Arlington yFire Department F 1 '�LlNG April 6, 2019 Permit Number: BLD 2443 Project Address: 19406 681h Drive NE, Arlington Project Description: Fire Sprinkler Plans for Western Forest Products Contractor: David Garcia Western Forest Products 19406 68th Drive NE Arlington, WA 98223 Re: Fire Suppression Shop Drawing Review Comments/Approval The Arlington Fire Department has completed a review of the Fire Suppression shop drawing submittal and approved the issuance of the permit with the following conditions: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re- routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Hangers and earthquake bracing shall be installed in accordance with NFPA 13. 4. Hydrostatic test required: 200 psi for 2 hours minimum 5. Pneumatic test required: 40 psi for 24 hours minimum 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8. Call at least 48 hours in advance to schedule inspections. Items noted above are conditions on the issued permit and shall be verified as part of the final inspection of the system at project completion. Final approval will not be provided until all conditions are verified. If there are any questions please do not hesitate to call. Sincerely, Mike Makela Assistant Fire Chief Arlington Fire Department 6231 :: , TOLBraceTM Seismic Calculations Veltre Engineering,Inc. Project Address: Western Forest Products 4655 Cass St.Suite 306 San Diego,CA,92109 F_Te N 19406 68th Dr NE (858)490-9043 P0wering86pngsstN01&Ayff0 Arlington,WA Job#W1823 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 30'0"(9.14 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 10_ �•2'6" 3 Fig. 1001 Clamp 1425 Ibs(646 kg) . m�_ Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1425 Ibs(646 kg) 45° Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical _ *Please Note:These calculations are for TOLCOT"'components only.Use of any Least Rad.of Gyration 0.42"(11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail L/R Value 300 Max Horizontal Load 582 Ibs(264 kqL TOLCO Fig 828 Force Factor(Cp) 0.5 oa TOLCO Fig 980 - �n llll Fastener Information 0 Fastener Orientation NFPA Type B Maximum Load 1425 Ibs(646 kg) Diameter N/A1 f TOLCO Fig 1001 Length N/A Type Fig.828 Across Beam Brace Identification on Plans SB-1 (4"BULK MAIN) Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 177 Ibs(80 kg) 1 wA5111N6TON STATE 1 1 CFRi1FICATE OF COMMIINCY 1 1 ME HROTECTION SMNKUR SYSTEMS 1 1 1 1 Kevin P.Jensen 1 j 4355-0608-C Level j 1 Reliance Fire Protection,Inc 1 REUAFP102L1 if: 1 _ -Z 1 Expires 1 1 E Stgnwure 17p1/W 1 Percentage added for Fittings and Sprinklers 15% 127 Ibs(12.25 kg) Total Adjusted Load of all pipe within Zone of Influence 203 Ibs(92 kg) (TOLBraceTM Version 8) Use of TOLBracelm is subject to terms and conditions per the end user license agreemo�icel Ve $1-0 2�1�13 TOLBraceTM Seismic Calculations Western Forest Products Job#W1823 19406 68th Dr NE E. l*N fhnvarxrp Rusmr..rr l4krUuHUe Brace Identification SB-1 (4" BULK MAIN) Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.10 Steel Pipe 5'jOPyE.R Spacing of Brace 30'0" (9.14 m) �,`of WAS& lt, 4- Orientation of Brace Lateral ,• c 0 Bracing Material 1" Sch.40 A Maximum Brace Length 10' 6" (3.2 m) AO � 53314 0 Slenderness Ratio used for Load Calculation 300 �6s FcIsTE S�ONAL True Angle of Brace for Calculation 45' 11/06/18 Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 203 Ibs(92 kg) Material Capacity 582 Ibs(264 kg) Fastener Capacity 1425 Ibs(646 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member STRUCTURAL FRAME Calculations prepared by Roman Stakhovich "The description of the Structural Member is for informational purposes only. TOLBrace`"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracel B Visit us at www.tolco com TOLBraceTM Seismic Calculations Veltre Engineering,Inc. Project Address: Western Forest Products 4655 Cass St.Suite 306 San Diego,CA,92109 F. N 19406 68th Dr NE POVAT,ongo„�,„R�m,rkiw& (858)490-9043 Arlington,WA Job#W1823 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTm Brace Components Maximum Spacing 60'0"(18.29 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 10'6"(3.2 m) Fig.4L Clamp 1425 Ibs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1425 Ibs(646 kg) 9 45' Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical *Please Note:These calculations are for TOLCOM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail L/R Value 300 (Ibs 264 k Max Horizontal Load 582 g) TOLCO Fig 828 Force Factor(Cp) 0.5 TOLCO Fig 980 0 Fastener Information Fastener Orientation NFPA Type B Maximum Load 1425 Ibs(646 kg) TOLCO Fig 41- Diameter N/A r Length N/A ... 6,i Type Fig.828Across Beam Brace Identification on Plans SB-2(4"BULK MAIN) Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 60ft(18.3 m) 353 Ibs(160 kg) Percentage added for Fittings and Sprinklers 15% 53 Ibs(24.04 kg) Total Adjusted Load of all pipe within Zone of Influence 406 Ibs(184 kg) (TOLBraceTM Version 8) Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement i E i TOLBraceT"I Seismic Calculations Western Forest Products Job#,W1823 19406 68th Dr NE E_T*N l'avarurp 9�tnnessWrxrrallor Brace Identification SB-2(4" BULK MAIN) Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 m) �ST0PNER Orientation of Brace Longitudinal tQ"C'0F WAS,,,,,, Bracing Material 1"Sch.40 o H z Maximum Brace Length 10'6" (3.2 m) Slenderness Ratio used for Load Calculation 300 p �, 53314 o w� True Angle of Brace for Calculation 45' �SsyONAL ECG` Type of Fastener Fig.828 Across Beam 11/06/18 Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch 10 Steel Pipe(101.6 mm) 60ft(18.3 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 406 Ibs(184 kg) Material Capacity 582 Ibs(264 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member STRUCTURAL FRAME Calculations prepared by Roman Stakhovich *The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco com 1 TOLBraceTM Seismic Calculations Veltre Engineering,Inc. Project Address: Western Forest Products 4655 Cass St.Suite 306 San Diego,CA,92109 E.T9 N 19406 68th Dr NE AmrrngBusxresstVodiAmAa (858)490-9043 Arlington,WA Job#W1823 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 26 0"(7.92 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length TO"(2.13 m) Fig. 1001 Clamp 1425 Ibs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1425 Ibs(646 kg) 45°Min. "Calculation Based on CONCENTRIC Loading Angle from Vertical "Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" 11 mm Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) TOLCO FIG. 980--___ UNIVERSAL SWAY BRACE - Force Factor(Cp) 0.5 ATTACHMENT STEEL PIPE— Fastener Information Fastener Orientation NFPA Type B i Maximum Load 2050 Ibs(930 kg) Diameter 1/2n. (12 mm) TOLCO FIG. 1001 FAST CLAMP Length N/A Type Bolt Brace Identification on Plans SB-3 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 26ft(7.9 m) 153 Ibs(69 kg) 2"Sch.10 Steel Pipe(50.8 mm) 15ft(4.6 m) 32 Ibs(15 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 28ft(8.5 m) 43 Ibs(20 kg) 1.25"Sch.10 Steel Pipe(31.75 mm) 16ft(4.9 m) 20 Ibs(9 kg) Percentage added for Fittings and Sprinklers 15% 37 Ibs(16.79 kg) Total Adjusted Load of all pipe within Zone of Influence 285 Ibs(129 kg) (TOLBraceT'Version 8) Use of TOLBraceT"is subject to terms and conditions per the end user license agreement +_' f r11 I TOLBraceT"I Seismic Calculations Western Forest Products Job#W1823 19406 68th Dr NE E a \*N 15Mswnnq B;�cniessWwlrhvulo Brace Identification SB-3 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 26'0" (7.92 m) ���ST0pNkR Orientation of Brace Lateral G of WAS Bracing Material 1" Sch.40 v Iry �p Maximum Brace Length 7'0" (2.13 m) y z Slenderness Ratio used for Load Calculation 200 �Q k 33314 True Angle of Brace for Calculation 45° '� ft;tSTS ♦� Type of Fastener 1/2(12mm) Bolt NAL �G 11/06/18 Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 26ft(7.9 m) 2"Sch.10 Steel Pipe(50.8 mm) 15ft(4.6 m) 1.5"Sch.10 Steel Pipe(36.1 mm) 26ft(8.5 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 16ft(4.9 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 285 Ibs(129 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 2050 Ibs(930 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member STRUCTURAL FRAME Calculations prepared by Roman Stakhovich "The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracel 8 Visit us at www tolco corn ---_ -----• 1 WASHINGTON STATE 1 1 CERTIFICATE OF COMPETENCY ; 1 FIRE PROTECTION SPRINKUR SYSTWS 1 1 1 Kevin P.Jensen 1 1 4355-0608-C Level 1 1 1 Reliance Fire Protection,Inc 1 - - - Fire Protection by Computer Design RELIAFPla2L1 1 3-7-2019 j Slyouroh la Uw � a---------------------1 Veltre Engineering, Inc. 4655 Cass Street Suite 306 San Diego, CA 92109 858 490-4043 Job Name ARLINGTON-BLDG 13094-ZONE L1 Building Location System Contract Data File New System L1.WXF Received LIAR 0 8 201% a-0 2-L-w3 Computer Programs by Hydratec Inc. Revision: 50.53.5 r (DDDO °Do co CD M Cl) O N O M O Cry co(D LO N CCf _ . .. . , .. . , a ❑ 3N-,E o0)"D (D clid o PEEiEaEip co >—i—a (D a) m in rn in �� w cn cn—U) � a� -o_NN OM N❑❑❑2❑w E CD Cl 0 co m Lo io L? ON Lo o 4V �•� O�, Zw :N Oa < Of S C c c0 U T �M = Lo W CR E m o< rn 0 � Z a N O a J E O U 0 0 — o N 0 r ` O J U —- O 00 w NCDCCDD Z OD t` O .. U a) � N3 0 o N4) O m o c_ inn v Q. c Z 21 1 C3 N fA c� �UUU w (D T 0 0 0 0 00 ram+ QJ Z += Lo It M N — O O O O O O Cl O O O — — — — — — CD L M' M N ) a w w 0 w D w w co N N O for r O O r O N O LO r r N N °r o lot�rn rn2 m m d co O O v co co v UM)r OMf--f� N r I- O N 04 Co O O N cl LO 00 N [}OD �CM r r O CM I, rrM Cl) Lq LO O r N N 11 C O r Or N N N a) r O M OaOrr C U ui ` N N C a) 0 O U 3 „O,, Q O m a) C m E LL D m () N >,-�g T a) N L 7 = N I�(Orr 7 C) U�' m L) .0 awU.. N Q U N (oM w O fn4 > � .CZ 2p ' m -0a) Cl. Q a) U LL a) Q N ovOao v a) nc) a U 0) 00 m �a a) C_ O s m m a) O O M O co 7 C #' N N N (D U U C a) 4, .�., m 3 N S m ONO a) � � 'S m 0 Q� > m cx (A 6 CU O Q+�. QONO mU n mo a U -O to a) am E U a) L a) a) fn N UYNO 'O c) mm O r O M LL d J � � e w m c o 'D O o 6�; ate) m N n aa) m N c O mL LPr m>w > C E Cl) >,c m 3 O ` 0 m E U �" rt m> o `a0 'O 7 N0 CO C1� mOOiUm N C i m Cl)Cl)Cl).M-- r�-1 fA C > O N +—c w J C w. m Q O N c z o f aaa¢aa c �' c cm a�i �,� 0) (D ZZZZ E j2 nZ) �C— C V � c 0 a) E a) .= x m Cn � Z0)2 � � IL > C) ELL LL jQ Q mw OJLL a- ZW O U)) m0 Flow Summary- NFPA 2007 Veltre Engineering, Inc. Page 3 ARLINGTON-BLDG 13094-ZONE L1 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 82.0 76 1675.0 78.118 1323.81 67.809 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L1 4.0 8 11.9 27.6 L2 4.0 8 12.77 28.59 31 4.0 14.46 32 4.0 14.6 33 4.0 14.97 36 4.0 16.67 40 16.0 17.03 M1 15.75 21.06 M4 15.5 41.15 TOR 15.0 51.16 BOR 2.0 64.59 FLG 1.0 65.51 LP1 -5.0 69.54 LP2 -5.0 69.61 CT -5.0 70.73 TEST 2.0 67.81 500.0 L3 4.0 8 11.76 27.44 L4 4.0 8 12.02 27.73 L5 4.0 8 12.9 28.73 L6 4.0 8 11.88 27.57 L7 4.0 8 12.33 28.09 L8 4.0 8 13.23 29.09 L9 4.0 8 12.19 27.93 L10 4.0 8 13.12 28.98 L11 4.0 8 14.07 30.01 L12 4.0 8 12.97 28.81 L13 4.0 8 12.99 28.84 L14 4.0 8 13.94 29.87 L15 4.0 8 12.84 28.67 34 0.0 17.5 35 0.0 17.65 L16 4.0 8 9.3 24.4 L17 4.0 8 10.0 25.3 L18 4.0 8 12.58 28.38 L19 4.0 8 16.01 32.01 L20 4.0 8 7.2 21.47 L21 4.0 8 7.75 22.27 L22 4.0 8 8.71 23.61 L23 4.0 8 9.35 24.46 L24 4.0 8 10.47 25.89 L25 4.0 8 12.25 28.0 L26 4.0 8 14.89 30.87 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary- NFPA 2007 Veltre Engineering, Inc. Page 4 ARLINGTON-BLDG 13094-ZONE L1 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L27 4.0 8 8.5 23.32 L28 4.0 8 10.92 26.44 L29 4.0 8 13.51 29.4 L30 4.0 8 14.12 30.06 37 4.0 15.59 38 4.0 18.27 39 4.0 19.05 Computer Programs by Hydratec Inc. Revision: 50.53.5 ECO Veltre Engineering, Inc. Page 5 ARLINGTON- BLDG 13094-ZONE L1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe """'" Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *REMOTE HEAD TO SUPPLY L1 4 8.00 27.60 1.25 0.0 10.000 100 11.902 to 0.0 0.0 0.0 L2 4 27.6 1.38 0.0 10.000 0.0870 0.870 Vel = 5.92 L2 4 8.00 28.59 1.5 T 5.71 5.330 100 12.772 to 0.0 5.710 0.0 31 4 56.19 1.61 0.0 11.040 0.1530 1.689 Vel = 8.86 31 4 27.44 3 0.0 10.000 100 14.461 to 0.0 0.0 0.0 32 4 83.63 3.068 0.0 10.000 0.0139 0.139 Vel = 3.63 32 4 84.03 3 0.0 10.000 100 14.600 to 0.0 0.0 0.0 33 4 167.66 3.26 0.0 10.000 0.0372 0.372 Vel = 6.44 33 4 85.11 3 T 14.388 6.920 100 14.972 to 0.0 14.387 0.0 36 4 252.77 3.26 0.0 21.307 0.0796 1.696 Vel = 9.72 36 4 175.17 3 T 14.388 12.000 100 16.668 to 0.0 14.387 -5.197 40 16 427.94 3.26 0.0 26.387 0.2107 5.561 Vel= 16.45 40 16 395.87 4 E 9.397 11.000 100 17.032 to 0.0 9.397 0.108 M1 15.750 823.81 4.26 0.0 20.397 0.1924 3.925 Vel = 18.54 M 1 15.750 0.0 4 E 13.167 106.000 120 21.065 to T 26.334 39.501 0.108 M4 15.500 823.81 4.26 0.0 145.501 0.1373 19.979 Vel = 18.54 M4 15.500 0.0 4 2E 26.334 45.000 120 41.152 to 0.0 26.334 0.217 TOR 15 823.81 4.26 0.0 71.334 0.1373 9.795 Vel = 18.54 TOR 15 0.0 4 B 15.8 12.000 120 51.164 to G 2.633 44.767 5.630 BOR 2 823.81 4.26 T 26.334 56.767 0.1373 7.795 Vel= 18.54 BOR 2 0.0 8 4E 84.564 5.000 120 64.589 to 0.0 84.564 0.433 FLG 1 823.81 8.249 0.0 89.564 0.0055 0.492 Vel = 4.95 FLG 1 0.0 8 G 6.326 230.000 140 65.514 to T 55.354 118.616 2.599 LP1 -5 823.81 8.27 2E 56.936 348.616 0.0041 1.423 Vel = 4.92 LP1 -5 -307.58 12 T 93.767 190.000 140 69.536 to 0.0 93.767 0.0 LP2 -5 516.23 12.34 0.0 283.767 0.0002 0.069 Vel = 1.38 LP2 -5 0.0 8 T 55.354 590.000 140 69.605 to G 6.326 61.680 0.0 CT -5 516.23 8.27 0.0 651.680 0.0017 1.121 Vel = 3.08 0.0 CT 516.23 70.726 K Factor= 61.38 LP1 -5 307.58 8 2E 56.9361660.000 140 69.536 to T 55.354 143.921 0.0 CT -5 307.58 8.27 5G 31.631 1803.921 0.0007 1.190 Vel = 1.84 Computer Programs by Hydratec Inc. Revision: 50.53.5 I Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 6 ARLINGTON -BLDG 13094-ZONE L1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "" Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CT -5 516.23 8 Eql 3.163 25.000 140 70.726 to 0.0 3.163 -3.032 TEST 2 823.81 8.27 0.0 28.163 0.0041 0.115 Vel = 4.92 500.00 Qa= 500.00 TEST 1323.81 67.809 K Factor= 160.76 *NEWPATH L3 4 8.00 27.44 1 T 3.568 4.670 100 11.765 to 0.0 3.568 0.0 31 4 27.44 1.049 0.0 8.238 0.3273 2.696 Vel = 10.19 0.0 31 27.44 14.461 K Factor= 7.22 L4 4 8.00 27.73 1.25 0.0 10.000 100 12.017 to 0.0 0.0 0.0 L5 4 27.73 1.38 0.0 10.000 0.0878 0.878 Vel = 5.95 L5 4 8.00 28.73 1.5 T 5.71 5.330 100 12.895 to 0.0 5.710 0.0 32 4 56.46 1.61 0.0 11.040 0.1544 1.705 Vel = 8.90 0.0 32 56.46 14.600 K Factor= 14.78 L6 4 8.00 27.57 1 T 3.568 4.670 100 11.879 to 0.0 3.568 0.0 32 4 27.57 1.049 0.0 8.238 0.3303 2.721 Vel = 10.23 0.0 32 27.57 14.600 K Factor= 7.22 *NEWPATH L7 4 8.00 28.09 1.25 0.0 10.000 100 12.328 to 0.0 0.0 0.0 L8 4 28.09 1.38 0.0 10.000 0.0899 0.899 Vel = 6.03 L8 4 8.00 29.09 1.5 T 5.71 5.330 100 13.227 to 0.0 5.710 0.0 33 4 57.18 1.61 0.0 11.040 0.1581 1.745 Vel= 9.01 0.0 33 57.18 14.972 K Factor= 14.78 L9 4 8.00 27.93 1 T 3.568 4.670 100 12.186 to 0.0 3.568 0.0 33 4 27.93 1.049 0.0 8.238 0.3382 2.786 Vel = 10.37 0.0 33 27.93 14.972 K Factor= 7.22 *NEWPATH L10 4 8.00 28.98 1.25 0.0 10.000 100 13.119 to 0.0 0.0 0.0 L11 4 28.98 1.38 0.0 10.000 0.0952 0.952 Vel = 6.22 L11 4 8.00 30.01 1.5 T 5.71 5.330 100 14.071 to 0.0 5.710 1.732 35 0 58.99 1.61 0.0 11.040 0.1675 1.849 Vel = 9.30 0.0 35 58.99 17.652 K Factor= 14.04 Computer Programs by Hydratec Inc. Revision: 50.53.5 1 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 7 ARLINGTON-BLDG 13094-ZONE L1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ''*"*** Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf L12 4 8.00 28.81 1 T 3.568 4.670 100 12.969 to 0.0 3.568 1.732 35 0 28.81 1.049 0.0 8.238 0.3582 2.951 Vel = 10.70 0.0 35 28.81 17.652 K Factor= 6.86 *NEWPATH L13 4 8.00 28.84 1.25 0.0 10.000 100 12.994 to 0.0 0.0 0.0 L14 4 28.84 1.38 0.0 10.000 0.0944 0.944 Vel = 6.19 L14 4 8.00 29.86 1.5 T 5.71 5.330 100 13.938 to 0.0 5.710 1.732 34 0 58.7 1.61 0.0 11.040 0.1659 1.832 Vel = 9.25 0.0 34 58.70 17.502 K Factor= 14.03 L15 4 8.00 28.67 1 T 3.568 4.670 100 12.845 to 0.0 3.568 1.732 34 0 28.67 1.049 0.0 8.238 0.3551 2.925 Vel = 10.64 34 0 58.71 3 0.0 10.000 100 17.502 to 0.0 0.0 0.0 35 0 87.38 3.068 0.0 10.000 0.0150 0.150 Vel = 3.79 35 0 87.79 3 T 10.705 3.080 100 17.652 to 0.0 10.705 -1.732 36 4 175.17 3.068 0.0 13.785 0.0543 0.748 Vel = 7.60 0.0 36 175.17 _ 16.668 K Factor= 42.91 *NEWPATH L16 4 8.00 24.40 1.25 0.0 10.000 100 9.305 to 0.0 0.0 0.0 L17 4 24.4 1.38 0.0 10.000 0.0693 0.693 Vel= 5.23 L17 4 8.00 25.30 1.25 0.0 10.000 100 9.998 to 0.0 0.0 0.0 L18 4 49.7 1.38 0.0 10.000 0.2583 2.583 Vel = 10.66 L18 4 8.00 28.37 1.25 T 4.282 6.580 100 12.581 to 0.0 4.282 0.0 39 4 78.07 1.38 0.0 10.862 0.5957 6.471 Vel = 16.75 0.0 39 78.07 19.052 K Factor= 17.89 L19 4 8.00 32.01 1 T 3.568 3.420 100 16.011 to 0.0 3.568 0.0 39 4 32.01 1.049 0.0 6.988 0.4352 3.041 Vel = 11.88 0.0 39 32.01 19.052 K Factor= 7.33 *NEWPATH L20 4 8.00 21.47 1.25 0.0 10.000 100 7.202 to 0.0 0.0 0.0 L21 4 21.47 1.38 0.0 10.000 0.0547 0.547 Vel= 4.61 L21 4 8.00 22.27 1.5 0.0 10.000 100 7.749 to 0.0 0.0 0.0 L22 4 43.74 1.61 0.0 10.000 0.0963 0.963 Vel = 6.89 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 8 ARLINGTON-BLDG 13094-ZONE L1 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***'*'' Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf L22 4 8.00 23.61 2 0.0 10.000 100 8.712 to 0.0 0.0 0.0 L23 4 67.35 2.067 0.0 10.000 0.0634 0.634 Vel = 6.44 L23 4 8.00 24.46 2 0.0 10.000 100 9.346 to 0.0 0.0 0.0 L24 4 91.81 2.067 0.0 10.000 0.1124 1.124 Vel = 8.78 L24 4 8.00 25.88 2 0.0 10.000 100 10.470 to 0.0 0.0 0.0 L25 4 117.69 2.067 0.0 10.000 0.1779 1.779 Vel = 11.25 L25 4 8.00 28.00 2 0.0 10.000 100 12.249 to 0.0 0.0 0.0 L26 4 145.69 2.067 0.0 10.000 0.2641 2.641 Vel = 13.93 L26 4 8.00 30.87 2 T 7.137 1.830 100 14.890 to 0.0 7.137 0.0 38 4 176.56 2.067 0.0 8.967 0.3769 3.380 Vel = 16.88 0.0 38 176.56 18.270 K Factor= 41.31 "NEWPATH L27 4 8.00 23.32 1 0.0 10.000 100 8.497 to 0.0 0.0 0.0 L28 4 23.32 1.049 0.0 10.000 0.2422 2.422 Vel = 8.66 L28 4 8.00 26.43 1.25 0.0 10.000 100 10.919 to 0.0 0.0 0.0 L29 4 49.75 1.38 0.0 10.000 0.2589 2.589 Vel = 10.67 L29 4 8.00 29.41 1.5 T 5.71 1.500 100 13.508 to 0.0 5.710 0.0 37 4 79.16 1.61 0.0 7.210 0.2885 2.080 Vel = 12.48 0.0 37 79.16 15.588 K Factor= 20.05 L30 4 8.00 30.06 1.25 E 2.141 8.000 100 14.118 to T 4.282 6.423 0.0 37 4 30.06 1.38 0.0 14.423 0.1019 1.470 Vel = 6.45 37 4 79.16 2 T 7.137 10.170 100 15.588 to 0.0 7.137 0.0 38 4 109.22 2.067 0.0 17.307 0.1550 2.682 Vel = 10.44 38 4 176.56 3 0.0 5.830 100 18.270 to 0.0 0.0 0.0 39 4 285.78 3.068 0.0 5.830 0.1341 0.782 Vel = 12.40 39 4 110.08 3 T 10.705 2.250 100 19.052 to 0.0 10.705 -5.197 40 16 395.86 3.068 0.0 12.955 0.2452 3.177 Vel = 17.18 0.0 40 395.86 17.032 K Factor= 95.92 Computer Programs by Hydratec Inc. Revision: 50.53.5 i 1 WASHINOTON STATE 1 E CERTIFICATE OF COMPETENCY 1 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 E 1 Kevin P.Jensen E T 1 4355.0608-C Level Reliance Fire Protection,Inc1 - - - Fire Protection by Computer Design REUAF11102LI w 3-7-2019 ExPim. 1 E Rgnature 12;�I/19 � -.---------------------■ Veltre Engineering, Inc. 4655 Cass Street Suite 306 San Diego, CA 92109 858 490-4043 Job Name ARLINGTON-BLDG 13094-ZONE L2 Building Location System Contract Data File New System L2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 r 0000 �M 000 I-CO M(oo(o00NN W (D N N _ d � N -O clid CO c Cl r- EEiEaE2) w a) m � U) U)pN� T Tv>1 w(n(n (n y i w CrNN OM ca E N O 0 co CD U� r M U7 ON Cl 'n 20 > < �d�J S q�hhO C c m v T 2 T LO N M OR E p m oo< rn 0 — �z a � P3 O a -� E LL p U 0 O 0 r Q J � co W Nccooco Z CO O 'N ON o coo o in co a i d LL � C9 Tamm o U " �:o 0 C J 7a N N c Z N (n m1- 3:UUU W (9 o 0 0 0 0 0 ; 0 Cl) N r CD CD CD O O O O O O CDram+ Z U r r r r r r M O ti W LO t M N r > ) Q d w W w wD w W i It r co N N O(Drr 0 oro N O(Arr N co (n O r N - ovrrn rn m ca n (O O ovcow v (n r oMn� r N 04 to O ONIA(V) 00 v,(`') O O (O r r Cl)M Lq M N In O O 0) (n C O N N Mn N n O (n O CO r r C U N N O C a) 0 M n r 2 N ELLM o (a () fA N T N n(O r 0 m C p f0 .0 C a) N C () (n m .O +' O (D N (O(n r O- N " w LL N O Z� > U C ` O Q a) a LL (D n ovoco >,v a) U cno r �. w � 3 c �� CL E s rn.� Ommm a) U c_ O t O OMO(O ++ C (n N ` m U U 0 (D E m ONO 1(7 Q U cu 'S m .. .O S 'a m U) _ C Q N mY ,a-+" +L+ A O N O V O fn +:3 � O- � O 0 CA nm E L N N L N 7 '� 0 (n Y •+ N \ C) O M LL Z) a- O O c 4) m O J a) '— CL N E N W m m c O '0 ON m 0 � H Cm (n N m ' N rn m r-2 2 v tu E Cl) >c m 3 o c$ N 0 � � rt >o 0.0 co 2 LL 3to o m _mrnC9rn (L) c0 > o N cZ vE aaaaQa m c n rn� aEQ o �O c m U-www E � 'c (n � c +� T++ N C H tmz z z z z E +_ N E C x (D O a) C a) N aJ -p U � NZ J fn Owl w > C) N � LL > to N am' a C E c O 'er- d.2,U IL > Q �¢ mwc9� 0JtLd ZW o v3, m JOR Flow Summary - NFPA 2007 Veltre Engineering, Inc. Page 3 ARLINGTON-BLDG 13094-ZONE L2 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 82.0 76 1675.0 78.42 1267.09 66.089 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L1 1.0 8 9.57 24.75 L2 1.0 8 10.07 25.39 L3 1.0 8 10.94 26.46 L4 1.0 8 11.5 27.13 31 1.0 13.53 32 3.0 12.72 33 5.0 11.99 34 7.0 11.46 35 9.0 11.2 36 11.0 13.01 38 11.0 14.88 M2 16.0 17.06 M3 15.75 24.39 M4 15.5 42.01 TOR 15.0 50.81 BOR 2.0 63.27 FLG 1.0 64.13 LP1 -5.0 67.98 LP2 -5.0 68.04 CT -5.0 69.02 TEST 2.0 66.09 500.0 L5 1.0 8 13.17 29.03 L6 3.0 8 8.99 23.98 L7 3.0 8 9.45 24.6 L8 3.0 8 10.27 25.64 L9 3.0 8 10.8 26.3 L10 3.0 8 11.28 26.87 L11 5.0 8 8.46 23.27 L12 5.0 8 8.91 23.87 L13 5.0 8 9.68 24.89 L14 5.0 8 10.18 25.53 L15 5.0 8 10.63 26.08 L16 7.0 8 7.23 21.51 L17 7.0 8 7.87 22.44 L18 7.0 8 8.92 23.89 L19 7.0 8 9.37 24.49 L20 7.0 8 10.17 25.51 L21 7.0 8 11.15 26.71 L22 11.0 8 7.26 21.56 L23 11.0 8 7.65 22.13 L24 11.0 8 '8.32 23.08 L25 11.0 8 8.76 23.67 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary- NFPA 2007 Veltre Engineering, Inc. Page 4 ARLINGTON-BLDG 13094-ZONE L2 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L26 11.0 8 9.15 24.19 L27 13.0 8 8.82 23.76 L28 13.0 8 8.89 23.85 L29 13.0 8 9.68 24.88 L30 13.0 8 10.18 25.53 L31 13.0 8 10.65 26.1 37 13.0 12.01 Computer Programs by Hydratec Inc. Revision: 50.53.5 EOD Veltre Engineering, Inc. Page 5 ARLINGTON- BLDG 13094-ZONE L2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ** " * Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *REMOTE HEAD TO SUPPLY L1 1 8.00 24.75 1.25 0.0 7.000 100 9.575 to 0.0 0.0 0.0 L2 1 24.75 1.38 0.0 7.000 0.0711 0.498 Vel = 5.31 L2 1 8.00 25.39 1.5 0.0 7.000 100 10.073 to 0.0 0.0 0.0 L3 1 50.14 1.61 0.0 7.000 0.1239 0.867 Vel = 7.90 L3 1 8.00 26.47 2 0.0 7.000 100 10.940 to 0.0 0.0 0.0 L4 1 76.61 2.067 0.0 7.000 0.0804 0.563 Vel = 7.32 L4 1 8.00 27.13 2 T 7.137 7.250 100 11.503 to 0.0 7.137 0.0 31 1 103.74 2.067 0.0 14.387 0.1410 2.028 Vel = 9.92 31 1 29.03 4 0.0 11.000 120 13.531 to 0.0 0.0 -0.866 32 3 132.77 4.26 0.0 11.000 0.0046 0.051 Vel= 2.99 32 3 127.38 4 0.0 8.670 120 12.716 to 0.0 0.0 -0.866 33 5 260.15 4.26 0.0 8.670 0.0163 0.141 Vel = 5.86 33 5 123.64 4 0.0 10.000 120 11.991 to 0.0 0.0 -0.866 34 7 383.79 4.26 0.0 10.000 0.0334 0.334 Vel= 8.64 34 7 144.55 4 0.0 10.000 120 11.459 to 0.0 0.0 -0.866 35 9 528.34 4.26 0.0 10.000 0.0603 0.603 Vel = 11.89 35 9 114.63 4 T 26.334 4.500 120 11.196 to 0.0 26.334 -0.866 36 11 642.97 4.26 0.0 30.834 0.0868 2.677 Vel = 14.47 36 11 124.13 4 E 13.167 2.420 120 13.007 to 0.0 13.167 0.0 38 11 767.1 4.26 0.0 15.587 0.1204 1.876 Vel = 17.27 38 11 0.0 4 2E 26.334 9.750 120 14.883 to 0.0 26.334 -2.166 M2 16 767.1 4.26 0.0 36.084 0.1203 4.342 Vel = 17.27 M2 16 0.0 4 0.0 60.000 120 17.059 to 0.0 0.0 0.108 M3 15.750 767.1 4.26 0.0 60.000 0.1204 7.221 Vel = 17.27 M3 15.750 0.0 4 E 13.167 106.000 120 24.388 to T 26.334 39.501 0.108 M4 15.500 767.1 4.26 0.0 145.501 0.1203 17.509 Vel = 17.27 M4 15.500 0.0 4 2E 26.334 45.000 120 42.005 to 0.0 26.334 0.217 TOR 15 767.1 4.26 0.0 71.334 0.1203 8.584 Vel= 17.27 TOR 15 0.0 4 B 15.8 12.000 120 50.806 to G 2.633 44.767 5.630 BOR 2 767.1 4.26 T 26.334 56.767 0.1204 6.832 Vel = 17.27 BOR 2 0.0 8 4E 84.564 5.000 120 63.268 to 0.0 84.564 0.433 FLG 1 767.1 8.249 0.0 89.564 0.0048 0.431 Vel= 4.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 6 ARLINGTON- BLDG 13094-ZONE L2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe """` Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf FLG 1 0.0 8 G 6.326 230.000 140 64.132 to T 55.354 118.616 2.599 LP1 -5 767.1 8.27 2E 56.936 348.616 0.0036 1.247 Vel = 4.58 LP1 -5 -286.41 12 T 93.767 190.000 140 67.978 to 0.0 93.767 0.0 LP2 -5 480.69 12.34 0.0 283.767 0.0002 0.060 Vel = 1.29 LP2 -5 0.0 8 T 55.354 590.000 140 68.038 to G 6.326 61.680 0.0 CT -5 480.69 8.27 0.0 651.680 0.0015 0.982 Vel = 2.87 0.0 CT 480.69 69.020 K Factor= 57.86 LP1 -5 286.40 8 2E 56.9361660.000 140 67.978 to T 55.354 143.921 0.0 CT -5 286.4 8.27 5G 31.631 1803.921 0.0006 1.042 Vel = 1.71 CT -5 480.70 8 Eql 3.163 25.000 140 69.020 to 0.0 3.163 -3.032 TEST 2 767.1 8.27 0.0 28.163 0.0036 0.101 Vel = 4.58 500.00 Qa = 500.00 TEST 1267.10 66.089 K Factor= 155.86 *NEWPATH L5 1 8.00 29.03 1 0.0 1.000 100 13.167 to 0.0 0.0 0.0 31 1 29.03 1.049 0.0 1.000 0.3640 0.364 Vel = 10.78 0.0 31 29.03 13.531 K Factor= 7.89 L6 3 8.00 23.98 1.25 0.0 7.000 100 8.985 to 0.0 0.0 0.0 L7 3 23.98 1.38 0.0 7.000 0.0671 0.470 Vel = 5.14 L7 3 8.00 24.60 1.5 0.0 7.000 100 9.455 to 0.0 0.0 0.0 L8 3 48.58 1.61 0.0 7.000 0.1169 0.818 Vel = 7.66 L8 3 8.00 25.64 2 0.0 7.000 100 10.273 to 0.0 0.0 0.0 L9 3 74.22 2.067 0.0 7.000 0.0759 0.531 Vel = 7.10 L9 3 8.00 26.30 2 T 7.137 7.250 100 10.804 to 0.0 7.137 0.0 32 3 100.52 2.067 0.0 14.387 0.1329 1.912 Vel = 9.61 0.0 32 100.52 12.716 K Factor= 28.19 L10 3 8.00 26.87 1 T 3.568 1.000 100 11.278 to 0.0 3.568 0.0 32 3 26.87 1.049 0.0 4.568 0.3148 1.438 Vel = 9.97 0.0 32 26.87 12.716 K Factor= 7.54 *NEWPATH L11 5 8.00 23.27 1.25 0.0 7.000 100 8.461 to 0.0 0.0 0.0 L12 5 23.27 1.38 0.0 7.000 0.0634 0.444 Vel = 4.99 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 7 ARLINGTON -BLDG 13094-ZONE L2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf L12 5 8.00 23.87 1.5 0.0 7.000 100 8.905 to 0.0 0.0 0.0 L13 5 47.14 1.61 0.0 7.000 0.1106 0.774 Vel= 7.43 L13 5 8.00 24.89 2 0.0 7.000 100 9.679 to 0.0 0.0 0.0 L14 5 72.03 2.067 0.0 7.000 0.0719 0.503 Vel= 6.89 L14 5 8.00 25.53 2 T 7.137 7.250 100 10.182 to 0.0 7.137 0.0 33 5 97.56 2.067 0.0 14.387 0.1257 1.809 Vel= 9.33 0.0 33 97.56 11.991 K Factor= 28.17 L15 5 8.00 26.08 1 T 3.568 1.000 100 10.630 to 0.0 3.568 0.0 33 5 26.08 1.049 0.0 4.568 0.2979 1.361 Vel= 9.68 0.0 33 26.08 11.991 K Factor= 7.53 *NEWPATH L16 7 8.00 21.51 1.25 E 2.141 9.500 100 7.228 to 0.0 2.141 0.0 L17 7 21.51 1.38 0.0 11.641 0.0549 0.639 Vel = 4.61 L17 7 8.00 22.44 1.5 E 2.855 8.000 100 7.867 to 0.0 2.855 0.0 L18 7 43.95 1.61 0.0 10.855 0.0971 1.054 Vel = 6.93 L18 7 8.00 23.89 2 0.0 7.000 100 8.921 to 0.0 0.0 0.0 L19 7 67.84 2.067 0.0 7.000 0.0643 0.450 Vel = 6.49 L19 7 8.00 24.49 2 0.0 7.000 100 9.371 to 0.0 0.0 0.0 L20 7 92.33 2.067 0.0 7.000 0.1136 0.795 Vel= 8.83 L20 7 8.00 25.51 2 0.0 7.250 100 10.166 to 0.0 0.0 0.0 34 7 117.84 2.067 0.0 7.250 0.1783 1.293 Vel= 11.27 0.0 34 117.84 11.459 K Factor= 34.81 L21 7 8.00 26.71 1 0.0 1.000 100 11.148 to 0.0 0.0 0.0 34 7 26.71 1.049 0.0 1.000 0.3110 0.311 Vel = 9.92 0.0 34 26.71 11.459 K Factor= 7.89 *NEWPATH L22 11 8.00 21.56 1.25 0.0 7.000 100 7.263 to 0.0 0.0 0.0 L23 11 21.56 1.38 0.0 7.000 0.0551 0.386 Vel= 4.62 L23 11 8.00 22.13 1.5 0.0 7.000 100 7.649 to 0.0 0.0 0.0 L24 11 43.69 1.61 0.0 7.000 0.0960 0.672 Vel = 6.89 L24 11 8.00 23.07 2 0.0 7.000 100 8.321 to 0.0 0.0 0.0 L25 11 66.76 2.067 0.0 7.000 0.0624 0.437 Vel = 6.38 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 8 ARLINGTON - BLDG 13094-ZONE L2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '''* *' Notes Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf L25 11 8.00 23.68 2 T 7.137 7.250 100 8.758 to 0.0 7.137 0.866 35 9 90.44 2.067 0.0 14.387 0.1093 1.572 Vel = 8.65 0.0 35 90.44 11.196 K Factor= 27.03 L26 11 8.00 24.19 1 T 3.568 1.000 100 9.146 to 0.0 3.568 0.866 35 9 24.19 1.049 0.0 4.568 0.2592 1.184 Vel= 8.98 0.0 35 24.19 11.196 K Factor= 7.23 *NEWPATH L27 13 8.00 23.76 1.25 0.0 1.000 100 8.821 to 0.0 0.0 0.0 L28 13 23.76 1.38 0.0 1.000 0.0660 0.066 Vel = 5.10 L28 13 8.00 23.85 1.5 0.0 7.000 100 8.887 to 0.0 0.0 0.0 L29 13 47.61 1.61 0.0 7.000 0.1126 0.788 Vel = 7.50 L29 13 8.00 24.88 2 0.0 7.000 100 9.675 to 0.0 0.0 0.0 L30 13 72.49 2.067 0.0 7.000 0.0727 0.509 Vel = 6.93 L30 13 8.00 25.53 2 T 7.137 7.250 100 10.184 to 0.0 7.137 0.0 37 13 98.02 2.067 0.0 14.387 0.1269 1.825 Vel = 9.37 0.0 37 98.02 12.009 K Factor= 28.29 L31 13 8.00 26.10 1 T 3.568 1.000 100 10.646 to 0.0 3.568 0.0 37 13 26.1 1.049 0.0 4.568 0.2984 1.363 Vel = 9.69 37 13 98.02 4 T 26.334 5.500 120 12.009 to 0.0 26.334 0.866 36 11 124.12 4.26 0.0 31.834 0.0041 0.132 Vel= 2.79 0.0 36 124.12 13.007 K Factor= 34.42 Computer Programs by Hydratec Inc. Revision: 50.53.5 1 I I WASHINGTON STATE CERTIRCATE Of tOM1PETENCY ; FIRE PROTECTION SPRINKLER SYSTEMS E Kevin P.Jensen 1 4355-0608-C Level j 1 Reliance Fire Protection,Inc YI - - - Fire Protection by Computer Design RELtAFPi02L1 1 3-7-2019 EExxpplti. E 1 SlSnolun 1T/S11W E l---------- ---- -----• Veltre Engineering, Inc. 4655 Cass Street Suite 306 San Diego, CA 92109 858 490-4043 Job Name ARLINGTON-BLDG 13094-ZONE L3 Building Location System Contract Data File New System L3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 r ��M OM OO�NOMM OeM�ONM 0 a) r- U) cu ao 0 f6 3 W--E Da)-00 clid CO c CD 0 cc(a a) }7 aa) (Daa)) � °r° > — Ovv,0 �� w U)U) v� 1 1 N a) 0CNN OM f6 E a) 0 co 0 — co V) ON CDLO LO -3 m O ; fly U o c 3? �O � 0 a� m T 2 T L W E 2 O< Q N Z Q a J E LL O V 0 0 0 M O JLnO co w NCO CD Z O ti Q .. 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Page 3 ARLINGTON- BLDG 13094-ZONE L3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 82.0 76 1675.0 78.57 1237.99 65.233 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L1 4.0 8 7.09 21.3 L2 4.0 8 7.73 22.25 31 4.0 9.06 32 4.0 10.27 33 4.0 12.99 34 4.0 13.18 35 4.0 13.44 36 4.0 13.79 37 4.0 14.91 40 4.0 15.5 41 4.0 16.42 42 4.0 17.47 43 4.0 18.44 48 16.0 18.11 M3 15.75 26.0 M4 15.5 42.41 TOR 15.0 50.62 BOR 2.0 62.61 FLG 1.0 63.44 LP1 -5.0 67.2 LP2 -5.0 67.26 CT -5.0 68.17 TEST 2.0 65.23 500.0 L3 4.0 8 7.5 21.91 L4 4.0 8 8.18 22.88 L5 4.0 8 9.09 24.12 L6 4.0 8 11.52 27.16 L7 4.0 8 11.69 27.35 L8 4.0 8 11.93 27.63 L9 4.0 8 12.24 27.99 L10 4.0 8 12.01 27.72 L11 4.0 8 12.38 28.15 L12 4.0 8 13.74 29.66 L13 4.0 8 13.15 29.01 L14 4.0 8 13.75 29.66 38 4.0 14.84 39 4.0 14.86 L15 4.0 8 13.75 29.66 L16 4.0 8 14.56 30.53 L17 4.0 8 15.5 31.5 L18 4.0 8 16.37 32.37 L19 4.0 8 7.85 22.41 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA 2007 Veltre Engineering, Inc. Page 4 ARLINGTON- BLDG 13094-ZONE L3 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes L20 4.0 8 8.2 22.91 L21 4.0 8 9.51 24.67 44 4.0 14.24 L22 4.0 8 10.78 26.26 L23 4.0 8 11.25 26.84 L24 4.0 8 13.01 28.85 L25 4.0 8 15.44 31.43 L26 4.0 8 15.72 31.72 L27 4.0 8 16.06 32.06 T 4.0 17.25 45 4.0 17.36 46 4.0 17.67 47 4.0 18.05 Computer Programs by Hydratec Inc. Revision: 50.53.5 EOD Veltre Engineering, Inc. Page 5 ARLINGTON- BLDG 13094-ZONE L3 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '"""' Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *REMOTE HEAD TO SUPPLY L1 4 8.00 21.30 1.25 0.0 12.000 100 7.087 to 0.0 0.0 0.0 L2 4 21.3 1.38 0.0 12.000 0.0539 0.647 Vel = 4.57 L2 4 8.00 22.25 1.5 E 2.855 11.000 100 7.734 to 0.0 2.855 0.0 31 4 43.55 1.61 0.0 13.855 0.0955 1.323 Vel= 6.86 31 4 44.78 2 E 3.568 8.000 100 9.057 to 0.0 3.568 0.0 32 4 88.33 2.067 0.0 11.568 0.1046 1.210 Vel = 8.45 32 4 24.12 2 T 7.137 9.500 100 10.267 to 0.0 7.137 0.0 33 4 112.45 2.067 0.0 16.637 0.1636 2.722 Vel= 10.75 33 4 27.16 3 0.0 10.000 120 12.989 to 0.0 0.0 0.0 34 4 139.61 3.26 0.0 10.000 0.0189 0.189 Vel = 5.37 34 4 27.35 3 0.0 10.000 120 13.178 to 0.0 0.0 0.0 35 4 166.96 3.26 0.0 10.000 0.0264 0.264 Vel = 6.42 35 4 27.63 3 0.0 10.000 120 13.442 to 0.0 0.0 0.0 36 4 194.59 3.26 0.0 10.000 0.0350 0.350 Vel = 7.48 36 4 27.99 3 T 20.159 4.750 120 13.792 to 0.0 20.159 0.0 37 4 222.58 3.26 0.0 24.909 0.0449 1.118 Vel = 8.56 37 4 144.19 3 0.0 5.250 120 14.910 to 0.0 0.0 0.0 40 4 366.77 3.26 0.0 5.250 0.1131 0.594 Vel = 14.10 40 4 29.66 3 0.0 7.000 120 15.504 to 0.0 0.0 0.0 41 4 396.43 3.26 0.0 7.000 0.1306 0.914 Vel= 15.24 41 4 30.53 3 0.0 7.000 120 16.418 to 0.0 0.0 0.0 42 4 426.96 3.26 0.0 7.000 0.1499 1.049 Vel = 16.41 42 4 31.50 3 0.0 5.670 120 17.467 to 0.0 0.0 0.0 43 4 458.46 3.26 0.0 5.670 0.1709 0.969 Vel= 17.62 43 4 279.54 3 E 9.408 2.420 120 18.436 to 0.0 9.408 -5.197 48 16 738.0 3.26 0.0 11.828 0.4122 4.876 Vel = 28.37 48 16 0.0 4 2E 26.334 16.750 120 18.115 to T 26.334 52.668 0.108 M3 15.750 738.0 4.26 0.0 69.418 0.1120 7.777 Vel = 16.61 M3 15.750 0.0 4 E 13.167 106.000 120 26.000 to T 26.334 39.501 0.108 M4 15.500 738.0 4.26 0.0 145.501 0.1120 16.300 Vel = 16.61 M4 15.500 0.0 4 2E 26.334 45.000 120 42.408 to 0.0 26.334 0.217 TOR 15 738.0 4.26 0.0 71.334 0.1120 7.991 Vel = 16.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 6 ARLINGTON- BLDG 13094-ZONE L3 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *''*`** Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf TOR 15 0.0 4 B 15.8 12.000 120 50.616 to G 2.633 44.767 5.630 BOR _ 2 _ 738.0 4.26 T 26.334 56.767 0.1120 6.360 Vel= 16.61 BOR 2 0.0 8 4E 84.564 5.000 120 62.606 to 0.0 84.564 0.433 FLG 1 738.0 8.249 0.0 89.564 0.0045 0.402 Vel= 4.43 FLG 1 0.0 8 G 6.326 230.000 140 63.441 to T 55.354 118.616 2.599 LP1 -5 738.0 8.27 2E 56.936 348.616 0.0033 1.160 Vel = 4.41 LP1 -5 -275.54 12 T 93.767 190.000 140 67.200 to 0.0 93.767 0.0 LP2 -5 462.46 12.34 0.0 283.767 0.0002 0.057 Vel = 1.24 LP2 -5 0.0 8 T 55.354 590.000 140 67.257 to G 6.326 61.680 0.0 CT -5 462.46 8.27 0.0 651.680 0.0014 0.914 Vel = 2.76 0.0 CT 462.46 68.171 K Factor= 56.01 LP1 -5 275.54 8 2E 56.9361660.000 140 67.200 to T 55.354 143.921 0.0 CT -5 275.54 8.27 5G 31.631 1803.921 0.0005 0.971 Vel = 1.65 CT -5 462.46 8 Eql 3.163 25.000 140 68.171 to 0.0 3.163 -3.032 TEST 2 738.0 8.27 0.0 28.163 0.0033 0.094 Vel = 4.41 500.00 Qa= 500.00 TEST 1238.00 65.233 K Factor= 153.28 *NEWPATH L3 4 8.00 21.91 1.25 0.0 12.000 100 7.499 to 0.0 0.0 0.0 L4 4 21.91 1.38 0.0 12.000 0.0568 0.682 Vel = 4.70 L4 4 8.00 22.88 1.5 T 5.71 3.000 100 8.181 to 0.0 5.710 0.0 31 4 44.79 1.61 0.0 8.710 0.1006 0.876 Vel = 7.06 0.0 31 44.79 9.057 K Factor= 14.88 L5 4 8.00 24.12 1 T 3.568 1.000 100 9.090 to 0.0 3.568 0.0 32 4 24.12 1.049 0.0 4.568 0.2577 1.177 Vel = 8.95 0.0 32 24.12 10.267 K Factor= 7.53 L6 4 8.00 27.16 1 T 3.568 1.000 100 11.522 to 0.0 3.568 0.0 33 4 27.16 1.049 0.0 4.568 0.3211 1.467 Vel 10.08 0.0 33 27.16 12.989 K Factor= 7.54 L7 4 8.00 27.35 1 T 3.568 1.000 100 11.692 to 0.0 3.568 0.0 34 4 27.35 1.049 0.0 4.568 0.3253 1.486 Vel= 10.15 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 7 ARLINGTON- BLDG 13094-ZONE L3 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe **'*'** Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 34 27.35 13.178 K Factor= 7.53 L8 4 8.00 27.63 1 T 3.568 1.000 100 11.928 to 0.0 3.568 0.0 35 4 27.63 1.049 0.0 4.568 0.3314 1.514 Vel = 10.26 0.0 35 27.63 13.442 K Factor= 7.54 L9 4 8.00 27.99 1 T 3.568 1.000 100 12.241 to 0.0 3.568 0.0 36 4 27.99 1.049 0.0 4.568 0.3395 1.551 Vel = 10.39 0.0 36 27.99 13.792 K Factor= 7.54 *NEWPATH L10 4 8.00 27.72 1.5 0.0 9.000 100 12.006 to 0.0 0.0 0.0 L11 4 27.72 1.61 0.0 9.000 0.0414 0.373 Vel = 4.37 L11 4 8.00 28.15 1.5 0.0 9.000 100 12.379 to 0.0 0.0 0.0 L12 4 55.87 1.61 0.0 9.000 0.1514 1.363 Vel = 8.80 L12 4 8.00 29.65 2 T 7.137 4.000 100 13.742 to 0.0 7.137 0.0 38 4 85.52 2.067 0.0 11.137 0.0985 1.097 Vel = 8.18 0.0 38 85.52 14.839 K Factor= 22.20 L13 4 8.00 29.01 1 T 3.568 1.170 100 13.146 to 0.0 3.568 0.0 39 4 29.01 1.049 0.0 4.738 0.3626 1.718 Vel = 10.77 0.0 39 29.01 14.864 K Factor= 7.52 L14 4 8.00 29.66 1.25 T 4.282 7.420 100 13.747 to 0.0 4.282 0.0 37 4 29.66 1.38 0.0 11.702 0.0994 1.163 Vel = 6.36 0.0 37 29.66 14.910 K Factor= 7.68 38 4 85.52 3 0.0 3.250 120 14.839 to 0.0 0.0 0.0 39 4 85.52 3.26 0.0 3.250 0.0077 0.025 Vel = 3.29 39 4 29.01 3 0.0 3.500 120 14.864 to 0.0 0.0 0.0 37 4 114.53 3.26 0.0 3.500 0.0131 0.046 Vel = 4.40 0.0 37 114.53 14.910 K Factor= 29.66 *NEWPATH L15 4 8.00 29.66 1 T 3.568 1.080 100 13.747 to 0.0 3.568 0.0 40 4 29.66 1.049 0.0 4.648 0.3780 1.757 Vel = 11.01 0.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Fin-al Calculations : Hazen-Williams Veltre Engineering, Inc. Page 8 ARLINGTON-BLDG 13094-ZONE L3 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 40 29.66 15.504 K Factor= 7.53 L16 4 8.00 30.53 1 T 3.568 1.080 100 14.564 to 0.0 3.568 0.0 41 4 30.53 1.049 0.0 4.648 0.3989 1.854 Vel= 11.33 0.0 _41 30.53 16.418 K Factor= 7.53 L17 4 8.00 31.50 1 T 3.568 1.080 100 15.503 to 0.0 3.568 0.0 42 4 31.5 1.049 0.0 4.648 0.4225 1.964 Vel= 11.69 0.0 42 31.50 17.467 K Factor= 7.54 L18 4 8.00 32.37 1 T 3.568 1.080 100 16.370 to 0.0 3.568 0.0 43 4 32.37 1.049 0.0 4.648 0.4445 2.066 Vel= 12.02 0.0 43 32.37 _ 18.436 K Factor= 7.54 *NEWPATH L19 4 8.00 22.41 1.25 0.0 6.000 100 7.849 to 0.0 0.0 0.0 L20 4 22.41 1.38 0.0 6.000 0.0592 0.355 Vel= 4.81 L20 4 8.00 22.92 1.25 0.0 6.000 100 8.204 to 0.0 0.0 0.0 L21 4 45.33 1.38 0.0 6.000 0.2178 1.307 Vel= 9.72 L21 4 8.00 24.67 1.5 E 2.855 12.000 100 9.511 to T 5.71 8.565 0.0 44 4 70.0 1.61 0.0 20.565 0.2298 4.725 Vel= 11.03 44 4 81.95 2 T 7.137 3.420 100 14.236 to 0.0 7.137 0.0 T 4 151.95 2.067 0.0 10.557 0.2855 3.014 Vel= 14.53 0.0 T 151.95 17.250 K Factor= 36.59 *NEWPATH L22 4 8.00 26.26 1.25 0.0 6.000 100 10.778 to 0.0 0.0 0.0 L23 4 26.26 1.38 0.0 6.000 0.0793 0.476 Vel = 5.63 L23 4 8.00 26.84 1.25 0.0 6.000 100 11.254 to 0.0 0.0 0.0 L24 4 53.1 1.38 0.0 6.000 0.2920 1.752 Vel = 11.39 L24 4 8.00 28.85 1.5 0.0 4.000 100 13.006 to 0.0 0.0 0.0 44 4 81.95 1.61 0.0 4.000 0.3075 1.230 Vel = 12.91 0.0 44 81.95 14.236 K Fa_ctor= 21.72 L25 4 8.00 31.43 1 T 3.568 1.000 100 15.439 to 0.0 3.568 0.0 45 4 31.43 1.049 0.0 4.568 0.4208 1.922 Vel= 11.67 0.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Veltre Engineering, Inc. Page 9 ARLINGTON - BLDG 13094-ZONE L3 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 45 31.43 17.361 K Factor= 7.54 L26 4 8.00 31.72 1 T 3.568 1.000 100 15.720 to 0.0 3.568 0.0 46 4 31.72 1.049 0.0 4.568 0.4280 1.955 Vel = 11.78 0.0 46 31.72 17.675 K Factor= 7.54 L27 4 8.00 32.06 1 T 3.568 1.000 100 16.060 to 0.0 3.568 0.0 47 4 32.06 1.049 0.0 4.568 0.4365 1.994 Vel= 11.90 0.0 47 32.06 18.054 K Factor= 7.55 *NEWPATH T 4 151.95 3 0.0 5.000 120 17.250 to 0.0 0.0 0.0 45 4 151.95 3.26 0.0 5.000 0.0222 0.111 Vel = 5.84 45 4 31.43 3 0.0 10.000 120 17.361 to 0.0 0.0 0.0 46 4 183.38 3.26 0.0 10.000 0.0314 0.314 Vel = 7.05 46 4 31.72 3 0.0 9.000 120 17.675 to 0.0 0.0 0.0 47 4 215.1 3.26 0.0 9.000 0.0421 0.379 Vel= 8.27 47 4 32.06 3 0.0 7.000 120 18.054 to 0.0 0.0 0.0 43 4 247.16 3.26 0.0 7.000 0.0546 0.382 Vel= 9.50 0.0 43 247.16 18.436 K Factor= 57.56 Computer Programs by Hydratec Inc. Revision: 50.53.5 �wr M ARLINGTON — BLDG 13094 Material Submittals i Fire Sprinkler System Reliance Fire Protection, Inc. Received MAR 0 8 Z019 $a> 2yy3 Wheatland Tube Fire Sprinkler Products • • Wheatland Tube began producing steel fire sprinkler pipe in 1931, • • and today offers the most complete line of products in the industry. Engineers and contractors across the continent depend on us for • • steel fire sprinkler pipe and a number of proprietary products— always in stock and ready to deliver. 100%Compatibility Green and Sustainable We guarantee our steel pipe is 100% Our steel fire sprinkler pipe contains compatible with fire protection systems recycled steel and provides decades that use only steel pipe.Why risk of reliable service.At the end of its life, incompatibility?Wheatland's complete the steel may be almost fully recycled, line of steel sprinkler pipe makes design supporting your green policies. easy and brings you peace of mind.' The Strength to Deliver Accurate and Efficient Wheatland Tube is a division of Our products help you work safer and JMC Steel Group,the largest independent smarter—not harder.With our extensive manufacturer of steel hollow structural in-house capabilities,we offer the shortest sections(HSS)and steel pipe in North production cycle times in the industry,and America.We leverage our 100-plus years we deliver to you accurately and on time, of pipe and tube manufacturing experience every time. and expertise to produce two million tons of pipe and tube annually.Backed by JMC, Wheatland has the strength to deliver 'Wheatland Tube has never warranted compatibility a complete line of steel fire sprinkler pipe between its steel pipe products and CPVC products. that sets the Industry standard. Schedule 10 and Schedule 40 High quality, high performance Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe are subjected to the toughest possible testing to ensure the highest possible quality-not to mention reliable, long-lasting performance. TECHNICAL DATA CHART WT./FT. WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOM ID LBS. H2O FILLED PCS./LIFT 21' 24' 25' 11/4 1.442 1.807 2.514 61 2315 2645 2756 Proprietary mill coating 11/2 1.682 2.087 3.049 61 2673 3055 3183 ensures clean, corrosion- 2 2157 2.640 4.222 37 2051 2344 2442 resistant surface 21/2 2.635 3.534 5895 30 7226 2544 2651 3 3.260 4.336 Z949 19 1730 1977 2060 Outperforms and 4 4.260 5.619 11.789 19 2242 2562 2669 outlasts standard 5 5.295 Z780 17.309 13 2124 2427 2529 lacquer-coated pipe 6 6.357 9.298 23.038 10 1953 2232 2325 8 8.249 16.96 40.086 7 2493 2849 2968 Easily painted, without special preparation SCHEDULE 10 SPECIFICATIONS NOMINAL Available with NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES hot-dip galvanizing In. mm In. mm In. mm lbs./fL kg/m CRR* Llft 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 Also available in black 11/ 1.900 48.3 1.682 42.7 .109 2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 2% 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4 4.500 114.3 4,260 108.2 .120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 6 6.625 168.3 6.357 161.5 334 3.40 9.30 13.85 1.0 10 8 8.625 219.1 8.249 209.5 388 4.78 16.96 25.26 2.1 7 'Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V1ZY. WEIGHTS AND •The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe DIMENSIONS CHART is used as the benchmark(value of 7.0). NOMINAL SIZE OD SCHEDULE40 SCHEDULE 40 SPECIFICATIONS In. Wall Wt. Wt./Ft. NOMINAL Inches lbs./ft. H2O Filled NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL PIECES 1 1.315 .133 1.68 2.055 In. mm In. mm in. mm lbs./ft, kg/m CRR* Lift 11/4 1.660 .140 2.27 2.922 1 1.315 33.4 1,049 26.6 .133 3.38 1.68 2.50 1.00 70 11/4 1.660 42.2 1.380 35.1 .140 3.56 2.27 3.39 1.00 51 1% 1.900 .145 2.72 3.602 1% 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2 2.375 .154 3.66 5.109 2 2.375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 •Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category V1ZY. 21/2 2.875 .203 5.80 7.871 •The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion.Threaded Schedule 40 steel pipe 3 3.500 .216 7.58 10.783 Is used as the benchmark(value of 1.0). 3112 4.000 .226 9.12 - Schedule 10 and Schedule 40 Meet or Exceed These Standards: 4 4.500 .237 10.80 16.311 UL,C-UL and FM Listed ASTM A53,Type E,Grade B(Schedule 40 5-6) 5 5.563 .258 14.63 23.262 FM Approved ASTM A795,Type E,Grade A(Schedule 40) 6 6.625 .280 18.99 31.498 ASTM A135,Type E, NFPA 13 Grade A(Schedule 10) .� I b WHA Rafts 4077 Airpark Dr. Standish, MI 48658•989-846-4583•www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support•989-414-2600•techservice@globesprinkler.com MODEL RCW DRY SYSTEM VALVE GENERAL DESCRIPTION The Globe Model RCW" dry valve is a hydraulically oper- ated external resetting differential latching style valve. The , Model RCW dry valve is used as an automatic water control valve in dry applications. The Model RCW dry valve serves as the primary water control valve installed in the water supply to a dry sprinkler system incorporating automatic (closed) sprinklers with compressed air or nitrogen within fit the piping. s stem c. Y Setting of the Model RCW dry valve requires water pressure in the pressure chamber being maintained on the plunger : rod. The pressure on the plunger rod forces the lever arm/ roller assembly against the clapper which in turn keeps the supply water from entering the sprinkler system pip- ing. Water pressure is provided to the pressure chamber through a connection to the main water supply at a point upstream of the system main control valve. This connection also supplies water pressure up to the dry pilot actuator. The dry pilot actuator is held closed when in the normal set condition by air pressure in the system piping. When system air pressure is relieved via one or more operated sprinklers, MODEL RCW DRY SYSTEM VALVE the dry pilot actuator will open, allowing the pressurized water to be evacuated from the pressure chamber. In the standby condition, the valve is normally closed and will automatically activate(trip) upon the activation of an au- tomatic sprinkler, as a result of a fire condition. The RCW valve may also be operated by means of a manual release, Approvals which is provided in the trim, to override the normal activa- • cULus tion sequence described above. • FM When heat from a fire opens an automatic sprinkler, water Maximum System Working Pressure pressure in the pressure chamber decays resulting in the . 300 psi (20.6 Bar) movement of the push rod assembly, releasing the lever arm/roller assembly from the clapper. The system water End Connections supply pressure forces the valve clapper open resulting in • Groove x Groove water flow into the system piping. Upon system activation, Materials of Construction fire alarm signaling is provided by means of flowing water . See Technical Datasheet H-1 for materials of through the alarm port/intermediate chamber and associ- construction for the Model RCW Valve ated alarm line trim. The flow of water activates a pressure switch which in turn notifies local alarms and/or an alarm signaling monitoring service. After the main control valve 'Patents Pending has been shut, the system drained, and any operated sprinklers replaced, the RCW dry valve is easily set/reset by means of pushing the reset knob. The system is now ready for the introduction of compressed air back into the system piping. If the speed of operation of the dry valve needs to be in- creased, an optional accelerator can be utilized to decrease the trip time of the valve from the operation of a sprinkler or the inspectors test connection. MAR 2018 GFV-305(Formerly H-3) Page 1 of 11 f MODEL RCW DRY SYSTEM When choosing the dry pilot actuator for your system The dry system trim is one optional trim arrangement for there are many factors which influence the fluid deliv- the Globe Model RCW valve. This arrangement is typically ery time. These factors range from system geometry, utilized when the system is subject to areas exposed to riser location, sprinkler orifice size, supply pressure, freezing or close to freezing temperatures. With this con- pump ramping time and more. In certain systems, figuration, the detection system consists of automatic sprin- higher system air pressure can be advantageous over klers spaced throughout the protection area. System air lower system air pressure and the opposite can also pressure is used to ensure the integrity of the system piping be true. Some things to consider when choosing the and used as the activation method for the valve. GDPA vs the GDPA-LP are discussed below. Water pressure is maintained in the valve pressure chamber The initial air pressure in a system may vary. For ex- up to the dry pilot actuator through a restricted connection ample in one system the initial air pressure may be set from the main water supply which is taken upstream of the system main control valve (The pressure chamber supply for 15 psi (1 Bar) and 45 psi (3.1 Bar)for the other. The valve must remain in the open position at all times when the system air pressure will decay at a faster rate with the system is in service). The dry pilot actuator is normally held higher initial system pressure. For a fixed pressure in the closed position by the system air pressure supplied drop (i.e. 5 psi drop) will be reached more quickly with through the automatic air or nitrogen maintenance device. the higher initial air pressure than lower initial air pres- When an automatic sprinkler operates, the air flow rate sure. through the open sprinkler is at a flow rate greater than that Unfortunately fluid delivery time is not just dependent which can be supplied through the automatic air or nitrogen on tripping the control valve but also dependent on maintenance device. This causes a pressure drop in the the fluid moving through the system. As the water fills system and the upper chamber of the dry pilot actuator. An g 9 Y optional accelerator can increase the rate at which the air the system piping it can create a high pressure pocket decays on the dry pilot actuator, if a faster time to trip the of air at the inspectors test connection. This higher Model RCW valve is required. air pressure can slow the progress of the water pro- Once the pressure in the upper chamber of the dry pilot gressing towards the inspectors test connection. This actuator drops sufficiently, the upper chamber can no Ion- phenomenon typically happens with smaller K-factor ger hold the diaphragm in the closed position. The dry pilot sprinklers. This scenario may lend itself to choosing actuator opens and allows water to flow from the pressure to utilize lower system air pressure and the GDPA-LP chamber to the drain at a flow rate greater than that which actuator. can be supplied through the restriction in the pressure chamber supply line. The opening of the dry pilot actuator In other circumstances, systems are center fed, mean- results in a drop in pressure in the pressure chamber and ing roughly half of the volume of piping is on one side the Model RCW valve operates(trips)allowing water to flow of the riser and half on the other. In these scenarios, into the system piping. The automatic actuation of the fea- higher system air pressure can be beneficial to system ture of the valve can be bypassed by manually rotating the delivery time as the higher air pressure will actually im- handle on the"Manual Control/Emergency Release" valve pede or stop the propagation of water in the direction located on the Model RCW trim to activate the Model RCW opposite the inspectors test connection (ITC) and force valve. the majority of the available water flow towards the ITC. Note: See recommended system aiNnitrogen pressure and expected trip range below It would be impossible to run through every scenario for the Model GDPA. More detailed information can be found about the Dry possible but there are a few generalities which can Pilot Actuator in Technical Data Sheet GFv550. be used as guidance. Generally end fed systems will achieve faster fluid delivery times with lower air pres- GDPA vs GDPA-LP sure. Generally center fed systems with moderate to better than moderate water supplies will have faster SYSTEM STATIC PRESSURE KPA 135 635 1135 1635 SYSTEM STATIC PRESSURE KPA 4040 135 835 1135 1635 30 Reco�mer+ded Airl"itro enpressure 25035 266 260 30 No 225 5525 °� -- OPATri Ran e 160 a� AirlNitrogen Pressure 150 IY,S Recorn ,.10d - — ,00$ 15 (Menu 700 16 16 �Lp Tri Ran a so 6 5 0 0 0 0 20 40 00 80 100 120 140 160 180 200 220 240 260 280 300 20 40 60 80 100 120 140 160 180 200 220 240 SYSTEM STATIC PRESSURE PSI SYSTEM STATIC PRESSURE PSI FIGURE 1 :MODEL GDPA DRY PILOT FIGURE 2:MODEL GDPA-LP DRY TRIP RANGE PILOT TRIP RANGE MAR 2018 GFV-305 (Formerly H-3) Page 2 of 11 I� fluid delivery times with higher air pressure. This is use of the GDPA-LP has the potential to be beneficial meant to be general guidance, and should be in no to system performance are: Dry Systems, and Double way taken as a guarantee of fluid delivery time. All Interlock Electric/Pneumatic Systems. There is little to systems and configurations are different and there are no advantage to utilizing the GDPA-LP in Single Inter- always exceptions to the rule. lock Dry Pilot, or Deluge Dry Pilot Systems, as the pilot lines generally have a very small volume and the valve GDPA-LP trips very quickly no matter the pilot line pressure. The Model GDPA-LP is only recommended for system If you have any questions on the application of the supply pressures up to 250 psi (17.2 Bar). The GDPA- GDPA vs the GDPA-LP contact Globe Sprinkler Tech- LP is factory painted green to identify the low pressure nical Services. version. The Model GDPA is the standard pressure ac- tuator, while the GDPA-LP can be utilized for low sys- tem air pressures. The types of systems where the M L P ' TOP VIEW 0 (�' A C a H J K D rE I G FRONT VIEW RIGHT SIDE Valve Nominal Installation Dimensions Inches(mm) Size A B C D E F G H J K L M N P END TO END 4" 17.6 11 13.25 12 9.0 11.0 12.0 5 16 7.125 8 8.625 11.0 12 (DN100) (447.7) (279) (336 5) (304) (228.6) (279.4) (304.8) (127) (406) (181) (203) (219) (279.4) (304) 6" 19.75 10 14.5 13 9.0 12 13 4.4 16 8.5 8 975 11.0 13 (DN150) (501.6) (254) (368.3) (330) (228.6) (304) (330) (111) (406) (216) (203) (247.6) (279.4) (330) FIGURE 3:DRY ACTUATION TRIM DIMENSIONS MAR 2018 GFV-305(Formerly H-3) Page 3 of 11 • � I I I I SYSTEM PIPING WITH AUTOMATIC SPRINKLERS LOW AIR PRESSURE SYSTEM ALARM SWITCH PRESSURE GAUGE PRESSURE CHAMBER DRY PILOT GAUGE DRAIN ACTUATOR \ AIR SUPPLY CONTOL VALVE AUTOMATIC (NORMALLY OPEN) AIR/NITROGEN INTENANCE MANUAL CONTROL/ WATERFLOW DEVICE EMERGENCY REST 1C ION RELEASE STATION ALARM SWITCH (NORMALLY CLOSED) MAIN DRAIN VALVE i ALARM TEST VALVE (NORMALLY CLOSED (NORMALLY CLOSED) WATER PRESSURE CHAMBER SUPPLY SUPPLY CONTROL VALVE PRESSURE (NORMALLY OPEN) MAIN GAUGE CONTROL VALVE (NORMALLY OPEN) WATER SUPPLY FIGURE 4:DRY SCHEMATIC (NO ACCELERATOR) MODEL C I�FLOD CCELERATOR SYSTEM PIPING WITH AUTOMATIC SPRINKLERS TO MOSPHERE LOW AIR PRESSURE CCELERATOR SYSTEM ALARM SWITCH LATION VALVE PRESSURE RMALLY OPEN) GAUGE PRESSURE CHAMBER DRY PILOT GA GE DRAIN ACTUATOR AIR SUPPLY ONTOL VALVEAUTOMATICORMALLY OPEN) AIR/NITROGEN MANUAL CONTROL/ WATERFLOW AINTENANCE EMERGENCY RESTRICTION ALARM SWITCH DEVICE RELEASE STATION (NORMALLY CLOSED) MAIN DRAIN VALVE ' ALARM TEST VALVE (NORMALLY CLOSED} (NORMALLY CLOSED) WATER PRESSURE CHAMBER SUPPLY SUPPLY CONTROL VALVE PRESSURE (NORMALLY OPEN) MAIN GAUGE CONTROL VALVE (NORMALLY OPEN) WATER SUPPLY FIGURE 5:DRY SCHEMATIC WITH ACCELERATOR MAR 2018 GFV-305 (Formerly H-3) Page 4 of 11 FIGURE 6: 4" RCW DRY TRIM ARRANGEMENT 45 13 15 46 ' 43 55 21 i 61 6 4 20 1 56 25 44 6o 1e ' 9 9 26 54 32 33 1 4 B 3 11 ar �, 1 47 to OW 90 2J 11 79 0'+1' to OR1P / 5 29 31 cup 4 3 26 20 ~ 6 21 16 11 42 e 11 6 7 14 16 35 39 63 26 3 u���vep t79 47 ° TO DRIP 4J !/ •'4 8t K 1tW0 w CUP 12 ..TT 62 28 13 4 2 41 35 ..w�..•u�ava 2) 57 3 4 41 46 47 7 60 20 i 1 z •NOTE:PREASSEMBLED TRIM VITH BUTTERFLY VALVE SHOWN. 60 FOR PREASSEMBLED WITHOUT BUTTERFLY VALVE AND NON- 9 ASSEMBLED TRIM CONFIGURATION,ENSURE PRESSURE CHAMBER SUPPLY IS CONNECTED FROM BELOW CONTROL VALVE, p 42 62 34 48 52 5o / 51 ITEM NO. PART NO. DESCRIPTION QTY. ITEM NO. PART NO. DESCRIPTION QTY. 1 310802-G 2"x 3"GALV.NIPPLE 1 33 311224-G 3/4"x 1/2"GALV.STREET ELBOW 1 2 311208-G 2"GALV.ELBOW 1 34 311801 1"CHECK VALVE(FxF) 1 3 310306-G 1/2"x 4"GALV.NIPPLE 4 35 311314-G 1/2"x 1/2"x 1/4"GALV.TEE 2 4 310301-G 1/2"x 1 1/2"GALV.NIPPLE 6 38 317395 1/2"RESTRICTOR 1 5 310305-G 1/2"x 3 1/2"GALV.NIPPLE 1 39 311404-G 3/4"GALV.UNION 1 6 323300 VELOCITY CHECK VALVE 1 40 310401-G 3/4"x 2"GALV.NIPPLE 1 7 311696-R 112"BALL VALVE(MxF)-RED HANDLE 2 41 311794-GR 1/2"BALL VALVE(MxM)-GREEN HANDLE 2 8 311313-G 3/4"x 1/2"x 3/4" GALV.TEE 1 42 310308-G 1/2"x 5"GALV.NIPPLE 1 9 317398 DRIP CUP ASSEMBLY 1 43 311683 1/4"3-WAY VALVE 2 11 310413-G 3/4"x 1 1/2"GALV.NIPPLE 4 44 1340104 PS-10-2ALARM SWITCH 1 12 310105-G 1/4"x 31/2"GALV.NIPPLE 1 45 1340404 PS40-2ALARM SWITCH 1 13 311001-G 1/4"GALV.PLUG 2 46 310304-G 1/2"x 3"GALV,NIPPLE 2 14 300119-D 3 1/2"WATER GAUGE(300PSI) 2 47 311203-G 1/2"GALV.ELBOW 6 15 300120-D 3 1/2"AIR GAUGE(250PSI) 1 48 311207-G 1"GALV.STREET ELBOW 1 16 311210-G 1/2"GALV.STREET ELBOW 2 49 311799-R 2"BALL VALVE(FxF)-RED HANDLE 1 17 300111-G 1/2"GALV.CROSS 1 50 310800-G 2"CLOSE GALV.NIPPLE 2 18 311004-G 3/4"GALV.PLUG 1 51 311338-G 2"x 2"x 1"GALV.TEE 1 19 311786 3/4"CHECK VALVE(MxF) 1 52 310501-G 1"x 2"GALV.NIPPLE 2 20 311403-G 1/2"GALV.UNION 4 54 310302-G 1/2"x 2"GALV.NIPPLE 1 21 311305-G 1/2"x 114"x 1/2"GALV.TEE 3 55 310101-G 1/4"x 1 1/2"GALV.NIPPLE 1 22 310161 1/4"TUBE CONNECTOR 1 56 317554 DRY PILOT ACTUATOR 1 23 M-320604 1/4"COPPER TUBE - 57 311303-G 112"GALV.TEE 2 24 310346 1/2"ELBOW TUBE CONNECTOR 1 62 317445 1/4"PRESSURE RELIEF VALVE(ADJ.PSI) 1 FACTORY SET Q 45PSI 25 310164 1/2"TUBE CONNECTOR 1 66 310310-G 1/2"x 6"GALV.NIPPLE 1 26 M-320591 1/2"COPPER TUBE - 72 311802 1/2"CHECK VALVE(MxF) 1 27 317397 1/2"Y-STRAINER 1 79 310110-G 1/4"x 6"GALV.NIPPLE 1 28 317396 1/2"SPRING LOADED CHECK VALVE 1 80 310303-G 1/2"x 2 1/2"GALV.NIPPLE 1 29 311794-R 1/2"BALL VALVE(MxM)-RED HANDLE 1 81 310313-G 1/2"x 7 1/2"GALV.NIPPLE 2 31 300112-G 3/4"GALV.CROSS 1 83 310337-G 1/2"x 9 1/2"GALV.NIPPLE 1 32 1 311212-G 3/4"x 1/2"GALV.REDUCING ELBOW 1 MAR 2018 GFV-305(Formerly H-3) Page 5 of 11 FIGURE 7: 6" RCW DRY TRIM ARRANGEMENT A3 � AA 1 I I csRIr 6 , 1 1 cur t 1 5 ® ro DRir CUP q !1 010-0-81.1 ncce�era.on.nw 1 ` 7 > 4 N 16 4 it TO DRIP CUP dj A A I d uwlwn.avc� 46 4 � 1 A 2 sA NOTE:PREASSEMBLED TRIM WITH BUTTERFLY VALVE SHOWN. FOR PREASSEMBLED WITHOUT BUTTERFLY VALVE AND NON- ASSEMBLED TRIM CONFIGURATION,ENSURE PRESSURE CHAMBER A SUPPLY IS CONNECTED FROM BELOW CONTROL VALVE. O O ITEM NO. PART NO. DESCRIPTION QTY. ITEM NO. PART NO. DESCRIPTION QTY. 1 310802-G 2"x 3"GALV.NIPPLE 1 33 311224-G 3/4"x 1/2"GALV.STREET ELBOW 1 2 311208-G 2"90°GALV.ELBOW 1 34 311801 1"CHECK VALVE(FxF) 1 3 310306-G 1/2"x4"GALV.NIPPLE 1 35 311314-G 1/2"x 1/2"x 1/4"GALV.TEE 2 4 310301-G 1/2"x 1 1/2"GALV.NIPPLE 5 38 317395 1/2"RESTRICTOR 1 5 310305-G 1/2"x 3 1/2"GALV.NIPPLE 3 39 311404-G 3/4"GALV.UNION 1 6 323300 VELOCITY CHECK VALVE 1 40 310401-G 3/4"x 2"GALV.NIPPLE 1 7 311696-R 1/2"BALL VALVE MXF-RED HANDLE 2 41 311794-GR 1/2"BALL VALVE MxM-GREEN HANDLE 2 8 311313-G 3/4"x 1/2"x 3/4" GALV.TEE 1 42 310308-G 1/2"x 5"GALV.NIPPLE 2 9 317398 DRIP CUP ASSEMBLY 1 43 311683 1/4"3-WAY VALVE 2 11 310413-G 3/4"x 1 1/2"GALV.NIPPLE 3 44 1340104 PS-10-2ALARM SWITCH 1 12 310105-G 1/4"x 3 1/2"GALV.NIPPLE 1 45 1340404 PS-40-2ALARM SWITCH 1 13 311001-G 1/4"GALV.PLUG 2 46 310304-G 1/2"x 3"GALV.NIPPLE 2 14 300119-D 3-1/2"WATER GAUGE(300PSI) 2 47 311203-G 1/2"GALV.ELBOW 5 15 300120-D 3-1/2"AIR GAUGE(250PSI) 1 48 311207-G 1"GALV.STREET ELBOW 1 16 311210-G 1/2"GALV.STREET ELBOW 4 49 311799-R 2"BALL VALVE(FxF)-RED HANDLE 1 17 300111-G 1/2"GALV,CROSS 1 50 310800-G 2"CLOSE GALV.NIPPLE 2 18 311004-G 3/4"GALV.PLUG 1 51 311338-G 2"x 2"x 1"GALV.TEE 1 19 311786 3/4"CHECK VALVE MxF 1 52 310501-G 1"x 2"GALV.NIPPLE 2 20 311403-G 1/2"GALV.UNION 4 54 310302-G 1/2"x 2"GALV.NIPPLE 1 21 311305-G 1/2"x 1/4"x 1/2"GALV.TEE 3 55 310101-G 1/4"x 1 1/2"GALV.NIPPLE 1 22 310161 1/4"TUBE CONNECTOR 1 56 317554 DRY PILOT ACTUATOR 1 23 M-320604 1/4"COPPER TUBE - 57 311303-G 1/2"GALV.TEE 2 24 310346 1/2"ELBOW TUBE CONNECTOR 1 62 317445 1/4"PRESSURE RELIEF VALVE(ADJ.PSI)FAC- 1 TORY SET @ 45PSI 25 310164 1/2"TUBE CONNECTOR 1 66 310310-G 1/2"x 6"GALV.NIPPLE 1 26 M-320591 1/2"COPPER TUBE - 68 310402-G 3/4"x 2 1/2"GALV.NIPPLE 1 27 317397 1/2"Y-STRAINER 1 64 310336-G 1/2"x 7"GALV NIPPLE 1 28 317396 1/2"SPRING LOADED CHECK VALVE 1 72 311802 1/2"CHECK VALVE MxF 1 29 311794-R 1/2"BALL VALVE MxM -RED HANDLE 1 79 310110-G 114"x 6"GALV.NIPPLE 1 31 300112-G 3/4"GALV.CROSS 1 80 310303-G 1/2"x 2 1/2"GALV.NIPPLE 1 32 311212-G 3/4"x 1/2"GALV.REDUCING ELBOW 1 81 310313-G 1 1/2"x 7 1/2"GALV.NIPPLE 1 MAR 2018 GFV-305 (Formerly H-3) Page 6 of 11 i FIGURE 8: OPTIONAL ACCELERATOR TRIM ARRANGEMENT 4"ACCELERATOR TRIM ARRANGEMENT ITEM PART 15 NO, NO. DESCRIPTION QTY. 15 300120-D 31/2"AIR GAUGE 250PSI 1 70 20 311403-G 1/2"GALV UNION 1 55 -E 27 317397 1/2"YSTRAINER 1 58 41 311794•R "1/2""BALL VALVE MxM-RED t 46 310304-G 1/2"x 3"GALV.NIPPLE 1 54 310302-G 1l2"x 2"GALV,NIPPLE 41 55 310101-G 1/4"x 1 112"GALV NIPPLE 1 54 57 311303-G 1/2"GALV.TEE 1 57 45 300400 GLOBE MODEL"C"ACCELERATOR t 59 310300-G 1/2"CLOSE GALV.NIPPLE 2 `.y 46 63 323340 MODEL M"ANT6FLOODINGDEVICE F B 20 65 320506 0.125 RESTRICTED ORIFICE 1 70 311213-G 1/2"x 1/4"GALV.ELBOW 1 63 65 59 27 59 •NOTE:FITTINGS LABELED A AND B ARE INCLUDED ON DRY TRIM,TIE IN ACCEL- L�, ERATOR TRIM AT THESE LOCATIONS A 6"ACCELERATOR TRIM ARRANGEMENT ITEM PART NO. NO. DESCRIPTION QTY 15 15 300120-D 31/2"AIR GAUGE 250PS1 1 70 20 311403-G 1/2"GALV.UNION 1 55 �.i 27 317397 1/2"YSTRAINER 1 58 41 311794-R 1/2"BALL VALVE MxM-RED 1 54 1 310302-G 1/2"x 2"GALV.NIPPLE 1 55 310101-G 1/4"x 1 1/2"GALV.NIPPLE 1 41 57 311303-G 1/2"GALV TEE 1 59 58 300400 GLOBE MODEL"C"ACCELERATOR 1 57 59 310300-G 1)2"CLOSE GALV.NIPPLE 3 y� 63 323340 MODEL"D"ANTI-FLOODING DEVICE 1 1 y 59 65 320506 m.125 RESTRICTED ORIFICE 1 B--- 20 70 311213-G 112"x 114"GALV.ELBOW 1 63 65 54 27 59 -NOTE:FITTINGS LABELED AAND BARE INCLUDED ON �?. DRY TRIM,TIE IN ACCEL- ERATOR TRIM AT THESE A LOCATIONS ACCELERATOR TRIM The accelerator trim comes in three different options. If the The dry system trim is approved with the Model C mechani- valve is ordered pre-assembled the appropriate trim con- cal accelerator. See Technical Datasheet H-8 for more figuration will be added to the dry valve trim according to information on the antiflood device and mechanical accel- Figure 4 or Figure 5 respectively. If the accelerator trim is erator. ordered as a separate trim kit, the kit will include all of the necessary parts and pieces to construct either the 4" or 6" arrangement. Therefore there is only one part number for the 4"and 6"accelerator assembly trim kit. MAR 2018 GFV-306 (Formerly H-3) Page 7 of 11 I INSTALLATION AND MAINTENANCE INSTALLATION STEP 6. Observe all drain tubing at the drip cup. If any leakage is observed, the source of the leakage Proper operation of the RCW Valve (i.e., opening of the must be identified and corrected. RCW Valve as during a fire condition) is highly dependent STEP 7. Partially open the main control valve. Slowly on the correct installation of the trim. It is necessary to in- close the main drain valve when water dis- stall the trim components as described in the figures above charges from the drain connection. Observe for the valve to function properly. Failure to do so may the supply pressure gauge and the pressure prevent the valve from functioning and could void Listings, chamber gauge. They should indicate the same Approvals, and/or the manufacturers warranty. All tubing pressure reading. Depress the plunger on the directed to the "drip cup must have smooth bends. Abrupt velocity check valve. If leakage is apparent, the changes in direction or kinks in the tubing could result in a cause of the leakage must be identified and restriction of flow and an adverse effect on the functionality corrected. If there are no leaks, open the sys- of the valve. tem control valve fully and the system is set for The Model RCW Valve must be installed in an accessible service. and visible location, which is maintained at or above a mini- mum temperature of 40°F (41C). The RCW Valve must be MODEL C ACCELERATOR installed in the vertical orientation.All valves must be installed in accordance with the appropri- SETTING PROCEDURE ate installation standard (i.e. NFPA 13, NFPA 15 or other). STEP 1. Close the accelerator shutoff valve All electrical connections must be made per the applicable STEP 2. Follow the Dry Valve Setting Procedure installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). STEP 3. Upon completion of the Dry Valve Setting Pro- Proper hydrostatic test procedure must be followed per cedure. Open the accelerator shutoff valve NFPA 13. The velocity check valve must be replaced with a slowly. Watch the pressure gauge on the upper plug temporarily, the pressure chamber must be vented dur- chamber of the Model C Accelerator for 30 sec- ing the hydrostatic test procedure by opening the manual onds. The pressure should start to increase. If release valve and the clapper must be latched in the open the pressure increases and the accelerator sets position. (no air coming from the discharge of the accel- erator),wait for the upper chamber of the accel- erator to reach the system air pressure and the system is set for service. If the pressure does PROCEDURE not increase in 30 seconds continue to step 4. steps are to be followed for initial setting STEP 4. Close the accelerator shutoff valve. Remove The following p g the lower hand wheel plug. The accelerator in- of the Model RCW dry system valve, after a trip test of terior valve assembly should be removed. This the fire protection system or, after any system opera- complete assembly can be pulled out by hand tion. (if it does not come out with the lower hand STEP 1. Close the main control valve. wheel plug when it is unscrewed). This will allow any water, that may have accumulated STEP 2. Close the pressure chamber supply control in the upper chamber, to drain out and permit valve and the system air supply valve. thorough cleaning of the valve disc, seat as- STEP 3. Open the main drain valve, lower body (Aux) sembly, and the orifice pin. drain valve, all low point drain valves and auxil- STEP 5. The valve assembly can then be replaced and iary drain valves on the system. Open the man- the lower hand wheel plug screwed back into ual emergency release control valve. Depress position. Open the accelerator shutoff valve the plunger of the velocity check valve to verify slowly. The accelerator is set for service when that it is not under pressure and that the sys- the air pressure gauge on the top of the accel- tem piping is completely drained. After system erator reads normal system air pressure. If air is completely drained, close all low point and pressure does not rise in the upper chamber of auxiliary drain valves that are open. The man- the accelerator after 1 minute call Globe Tech- ual emergency release control valve and main nical Support for more detailed instruction. drain valve should remain open until directed in the following steps. TESTING STEP 4. Depress the reset plunger located at the top of Reference NFPA 25, Standard for the Inspection, Testing the pressure chamber to reset the clapper of and Maintenance of Water-Based Fire Protection Systems. the RCW valve (the sound of the clapper fall- ing into position should be heard). Close the Before proceeding with any tests involving water flow, the manual emergency release control valve. following precautions need to be taken: STEP 5. Replace any operated automatic sprinklers STEP 1. Check the location where the test connection with the same type, i.e. orientation, orifice, tem- discharges to make sure that all is clear and perature, and thermal sensitivity. Open the that there is no possibility of the water flow air supply valve to re-establish normal system causing damage or injury. pressure. Open the manual emergency release STEP 2. Check the end of the test connection to make control valve and then the pressure chamber sure that it is unobstructed. To achieve a satis- supply control valve. Slowly close the manual factory test, there must be an unrestricted flow emergency release control valve and allow of water when the test valve is wide open. pressure to increase in the pressure chamber STEP 3. Check for alarm connections to a central sta- and also up to the dry pilot actuator. MAR 2018 GFV-305 (Formerly H-3) Page 8 of 11 I tion or fire department. If such connections are Where difficulty in performance is experienced, the found, give proper notice to the signal receiving manufacturer or its authorized representative shall station before proceeding with the test. be contacted before any field adjustment is to be Note:A main drain test may also operate local fire alarms unless they are tem- made. porarily disabled. Clapper Facing. The rubber clapper- facing should be checked for wear or damage to determine that it is free of DRY SYSTEM TRIP TEST dirt and other foreign substances. If found to be worn or darnaged (e.g., foreign matter embedded in the surface), PROCEDURE the facing should be replaced. If it is dirty, it should be Proper operation of the RCW Valve (i.e., opening of the cleaned. Compounds which could damage the rubber fac- RCW Valve as during a fire condition) must be verified, as ing must never be used. described by the applicable Inspection Testing and Main- Seat Ring. The seat ring should be checked for nicks and tenance Standard (i.e. NFPA 25) or by the Local Authority for stones. dirt or other foreign matter lodged in the grooves Having Jurisdiction. Globe Sprinkler Corporation recom- or holes. It should be cleaned thoroughly. If the seat ring is mends performing a trip test annually. The steps to perform found to be damaged, valve should be replaced. a trip test are as follows: Alarm Line Check Valve. The W check valve connected STEP 1. If a partial flow trip test is necessary, perform to the intermediate chamber should be checked for clapper the following additional steps. If a normal flow and seat condition. test is being performed continue to Step 2: RCW Valve. Main Drain Valve and all controlling valves 1. Close the main control valve. which are normally closed when the deluge valve is in the 2. Open the main drain valve. set position should be checked to be sure that they are fully 3. Open the main control valve one turn beyond the position closed and not leaking. at which water just begins to flow from the main drain valve. 4. Close the main drain valve. Note:Be sure to close the main control valve quickly after the trip of the valve has been verified STEP 2. Open the inspectors test valve at the end of the system. STEP 3. Verify that the RCW Valve has tripped, as indi- cated by the flow of water into the system and activation of the water flow alarm. STEP 4. Close the system's Main Control Valve. STEP 5. Close the Diaphragm Chamber Supply Control Valve. STEP 6. Reset the RCW Dry Valve in accordance with the Dry Valve Setting Procedure. DRY SYSTEM WATERFLOW ALARM TEST PROCEDURE Testing of the system water flow alarms must be performed as described by the applicable inspection testing and maintenance standard (i.e. NFPA 25) or as described by the local AHJ. To test the water flow alarm, open the alarm test valve, which will allow a flow of water to the pressure alarm switch and/or water motor alarm. Upon satisfactory completion of the test, close the alarm test valve. MAINTENANCE Note: • All valves should be carefully inspected, tested, and maintained in accordance with NFPA 25 or other applicable Standard. • It is important to ensure a clean water supply free of debris and solid particles such as sand, gravel, or mud. • If, during an inspection of a water control valve, sediment or free particles of matter are noted, a further examination of internal valve parts is necessary. • All deposits should be removed from all operating parts and ports. Vent holes through intermediate chamber should be thoroughly cleaned and flushed with clean water. MAR 2018 GFV-305 (Formerly H-3) Page 9 of 11 t ORDERING INFORMATION 6 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317494 The RCW Valve, Dry System configuration or Dry System 6 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317494-LP with accelerator configuration can be ordered pre-trimmed DN 150 (165,1 mm) GXG . . . . . . . . . . . . 317494-D or non-assembled as separate items. All trim comes DN 150 (165,1 mm) GXG . . . . . . . . . . . . 317494-D-LP standard with galvanized nipples and fittings (Standard Note: galvanized trim is not domestic). For non-assembled the following Items must be Ordered separately: -LP denotes version with GDPA-LP actuator(Lower System Pressure) • RCW Water Control Valve • Dry System Trim Kit NON-ASSEMBLED • Optional Accelerator Trim Kit • Valve body ordered separately • Automatic Air Supply (Air Maintenance Device) • Accelerator Trim Kit ordered separately • Accessories (as needed) • Trim Kit includes extra pieces to accommodate different size valves PRE-TRIMMED WITH MODEL GLR30OG CONTROL VALVE RCW Water Control Valve RCW Dry Pre-Trimmed (No Accelerator) Specify: RCW Valve Only(specify valve size), Specify: RCW Dry Pre-trimmed w/BFV Control 4 inch RCW-2 GxG . . . . . . . . . . . . . . . . . 317400 6 inch RCW-2 GxG . . . . . . . . . . . . . . . . . 317550 Valve(specify valve size), D flinch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317448-B N 150(165,1 mm) RCW-2 GXG.. . . . . 317550-D 4 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317448-B-LP RCW Dry Trim 4 inch or 6 inch or DN 150 6inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317493-B 6 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317493-B-LP Specify: RCW Dry Trim Kit, DN 150 (165,1 mm) GXG . . . . . . . . . . . . 317493-D-B Dry Trim Kit . . . . . . . . . . . . . . . . . . . . . . . 317340 DN 150(165,1 mm) GXG . . . . . . . . . . . . 317493-D-B-LP Dry Trim Kit . . . . . . . . . . . . . . . . . . . . . . . 317340-LP Note: RCW Dry Pre-Trimmed with Accelerator LP denotes version with GDPA-LP actuator(Lower System Pressure) Specify: RCW Dry Pre-trimmed (specify valve Model C Accelerator Trim Kit 4 inch or 6 inch size), PN (see Part Number Below) Specify: RCW Dry Model C Accelerator Trim Kit, 4inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317449-B PN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 317341 4inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317449-B-LP 6 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317494-B Note: 6inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317494-B-LP Trim Kit includes extra pieces to accommodate different size valves DN 150(165,1 mm) GXG . . . . . . . . . . . . 317494-D-B See Technical Data Sheet H-8 for more information on the Model C Accelera- tor and Antiflood Device DN 150 (165,1 mm) GXG . . . . . . . . . . . . 317494-D-B-LP Note: Model H-1, H-2 or H-3 Air Maintenance Device -LP denotes version with GDPA-LP actuator(Lower System Pressure) Specify: Model (Specify Model) Air Maintenance Device PRE-TRIMMED WITHOUT BFV (see Part Number below) . . . 320585 CONTROL VALVE H-2. RCW Dry Pre-Trimmed (No Accelerator) H-3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 320600 Specify: RCW Dry Pre-trimmed (specify valve See Technical Literature G-1 and G-2 for more information size) on Air Maintenance Devices 4inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317448 4 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317448-LP Note: 6 inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317493 300 psi(20.6 Bars)Pressure Gauges Standard(600 psi(41.2 Bars)Ordered 6inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317493-LP Separately DN 150 (165,1 mm) GXG.. . . . . . . . . . . . 317493-D PN... .. ... . . ........................300121-D DN 150 (165,1 mm) GXG.. . . . . . . . . . . . 317493-D-LP See trim drawings for trim replacement part numbers See Technical Data Sheet GFV200 for RCW Valve replacement part numbers RCW Dry Pre-Trimmed with Accelerator Specify: RCW Dry Pre-trimmed (specify valve size), PN (see Part Number Below) 4inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317449 4inch GxG. . . . . . . . . . . . . . . . . . . . . . . . 317449-LP MAR 2018 GFV-305 (Formerly H-3) Page 10 of 11 I GLOBE@ PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Technical Support Standish, MI 48658 1-800-248-0278 www.globesprinkler.com ,... Ph. 989-846-4583 techservice@globesprinkler.com Apr MAR 2018 GFV-305(Formerly H-3) Page 11 of 11 Firel-ock® Butterfly Valve ✓�ta��i� Style 705 with Weatherproof Actuator 10.81 1.0 PRODUCT DESCRIPTION • Available Sizes: 2— 12750—300 mm • cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. • Designed for fire protection services only. • Features a weatherproof actuator housing Approved for indoor and outdoor use. • Actuation options: Hand wheel (2— 12'750—300 mm) • Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials). 2.0 CERTIFICATION/LISTINGS C �L US FM Vd$ Lf l8 gr LISTED G410001 1041/04 NOTES • Refer to Victaulic submittal publication 10,01 for details ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved, 1 iCtaulicr �: I victaulic.com 2.1 CERTIFICATION/LISTINGS ApprovalIListing Service Pressures Series 705 Butteft Valve Size cULus FM Vds LPCB 2 up to 300psi2068kPa n/a up to 300psu20680a up to 300psi/2068kPa 50 2'/z up to 300psi2068kPa I up to 300psi/2068kPa n/a ( up to 30opsi/2068kPa 65 7-0 mm up to 300psi/20680a up to 300psl/2068kPa up to 300psi/2068kPa up to 300psi/2068WA 3 up to 300psi/2068kPa 1 up to 300psi/2068kPa up to 30opsi/2068kPa up to 300psi/2068kPa 80 I 4 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psd20680a up to 300psl/2068kPa 100 125 up to 300psi/2068kPa— up to 300psi/2068kPa I n/a I up to 300psi/2068kPa 139Jmm up to300pst/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 6 up to 300psi/2068kPa I up to 300psi/2068kPa J up to 300psi/2068kPa up to 300psi/2068kPa 150 I. 165.1 mm up to 300psi/20680a up to 300psi/2068kPa n/a — ( up to 300ps1/2068kPa 8 — up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa I up to 300psi/2068kPa-1 _ 200 1 10 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 250 12 up to 300psi/2068kPa I up to 300psi/2068kPa n/a up to 300psi/2068kPa 300 i _ 3.0 SPECIFICATIONS— MATERIAL Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 End Face, 2 —67/50— 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8— 12'7200—300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12,with electroless nickel coating conforming 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: El 2—8'750—200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing ® 10— 12"/250—300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 2 �ctaulie i victaulic.com 4.0 DIMENSIONS Style 705 OH C F68 G E-- J A� D Size Dimensions Actual Outside E to E DIA Nominal Diameter A B C D E F G H J i inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.2.5 2.28 6,41 _ 4.00 4.22 4.50 2.12 i 60.3 60.3 108.0 57.9 1 162.8 _ _ 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 73.0 95.8 1 57.9 191.5 101.6 107.2 114.3 45.0 7h.t mm 3.000 3.77 2.28 7.54 _ _ 4:00 4.22 4.50 1.77 76.1 95.8 57.9 191,, 111.66 l 107.2 114,3 _ 45.0 3 3.500 3.77 2.53 7.79 _ _ 4.50 4.22 4.50 1.77 88.9 I 88.9 , 95.8 64.3 I 197.9 114.3 107.2 114.3 45.0 108mm 4.250 4.63 2.88 t 8.81 _ _ 5.50 4.22 '430' 2.20 108.0 117.6 73.2 223.8 134J 107.2 1.143 55.9 4 4.500 4.63 2.88 8.81 _ _ 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 _1 223.8 139.7 107.2 114.3 55.9 133mtn 5.250 5.88 335 10,88 _ _ 6.56 6.19 6.30 2.58 133.0 149.4 85.1 276.4 166.6 1572 160.0 655 139.7 mm 5.500 5.88 3.35 10.88 _ _ 6.56 6.19 6.30 2.58 139.7 149.4 1 85.1 276.4 166.6 157.2 160.0 165.6 5: 5563 5.88 335 10.88 _ _ 6,56 6.19 6.30 258 1413 141:3 149A 85.1 276A 166.6 1573 160.0 655 159 mm 159 0 49 4 97.5 I 289.11 110.4 91 0 157.2 j 160 0 1 655 6.500 5.88 3.84 11.38 _ 0.41 7.52 6:19 6.30 2.58 1.65.1 mm 165.1 _ 149.4 97.S 289,1 10A 191.0 157 2 160.0 1 65.5 6 6.625 5.88 3.84 11.38 _ 0.41 I 7.52 6.19 6.30 1.90 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 1 8.625 5.33 5.07 I 1353 l 0.80 1.47 10.00 6.19 i 8.10 2.33 219.1 219.1 1 1354 128.8_ 343_A 20.3` 37.3 254.0 1571 205.7 591 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 _ 273 273.0 162.6 l 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 6.50 7.36' 16.64 2.30 2.80 14.2.5 8.10 sr _ 323,9 32349_ 165.1 186.9 422.7 58A 71.1 362.0 - 205.7 � 228.6 _ NOTE u • Optional V2715mm tap available.Contact Victaulic for details. 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 3 �CtsU-hGr victaulic.com 5.0 PERFORMANCE Style 705 The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe. Nominal Outside Equivalent Size Diameter mm mm Feet/m inches inches of pipe 2 2.375 6 50 60.3 1.8 2 Y2 2.875 6 65 73.0 1.8 76.1 mm 3.000 6 76.1 1.8 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 _ losmm 108mm 8 2.4 5 5.563 12 12$ 141.3 3.7 133 mm 133 mm 12 3.7 139.7Mm' 5.500 12 139.7 3.7 6 6.625 14 150 168.3 4.2 154mm, 159mm 14 4s 165.1 mm 6.500 14 165.1 _ 4.2 8 8.625 16 200 219.1 4.9 10 10.750 is 250 273.0 _ 5.5 12 12.750 10 300 323.9 5.8 10.81 5662 Rev G Updated 0812016 0 2016 Vlctaullc Company.All rights reserved. victaulic.com 4 ✓ataulyd i victaulic.com 5.1 PERFORMANCE Style 705 Cv values for flow of water at+60°F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C,values Formulas for K,values AP = Qz Where: AP =Q Where: C z Q=Flow(GPM) K z Q=Flow(m'/hr) AP=Pressure Drop(psi) AP=Pressure Drop(Bar) Q = C,x AP C,=Flow Coefficient Q= K,x AP K =Flow Coefficient Valve Size Full Open Valve Size Full Open _ Actual Actual ' Nominal Outside Nominal Outside Size Diameter Flow Coefficient Size Diameter Flow Coefficient inches inches CV inches inches K mm mm mm mm 2 2375 170 2 2.375 i 147 50 603 _ 50 60.3 2 Y2 2.875 260 2 Y2 I 2.875 - 225 65 73.0 65 ! 73.0 76.1 mm 7000 260 763 mm 3.000 225 3 3.500 3 3.500 80 88.9 440 80 88.9 380 4 4.500 4 4.500 t00 1143 820 100 114.3 710 108mm + 108mm 820 108mm 108mm 710 5 I S 63 5 5.563 125 1413 1200 125 141.3 1040 133 mm 133 mm 1200 133 mm 133 mm 1040 139.7 mm 5.500 1200 139.7 mm� so S. 1040 130.7 _ 139.7 6 6.625 1800 6 6.625 1560 150 168.3 150 168.3 159 mm 159 mm 1800 159 mm, 159 mm 1560 165.1 mm I 6.50 10 1800 165.1 mm 6.5065.0 1560 8 8.625 8 6.625— 200 219.1 3400 200 219.1 2440 10 10.750 10 10.750 1 250 273.0 1 5800 250 273.012 I 5020 300 '323.9 9000 300 23.92.750 7790 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 5 ✓ataulyd i victaulic.com 6.0 NOTIFICATIONS • Read and understand all instructions before attempting to install, remove,adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust,or maintain any Victaulic piping products. • Wear safety glasses, hardhat,and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Switch and Wiring 1. The supervisory switch contains two single pole, double throw, pre-wired switches. 2. Switches are rated: 10 amps Q 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC r 3. Switches supervise the valve in the "OPEN" position. 5. One switch has two#18 insulated wires per terminal, FIRE ALARMWF NE RESISTOR, which permit complete supervision of leads (refer CONTROL PANELNDICATOR SUPERVISORY to diagrams and notes below). The second switch CIRCUIT has one#18 insulated wire per terminal. This double SWITCH circuit provides flexibility to operate two electrical CONTACT RATING: l0A AT 125 ANDdevices at separate locations, such as an indicating 250VACOSA ATI25VDC,light and an audible alarm, in the area that the valve 0,25AT250VDCBELL is installed. ORVOLTAGESOURCEHORN I< 6. A#14 insulated ground lead (green) is provided. Switch 1:3leads per terminal Switch #1 =Sl Switch 2:Head per terminal For connection to the supervisory circuit of a UL Listed alarm control panel NOTES • The above diagram shows a connection between the common terminal Switch #2=S2 (yellow—S1 and yellow-with-orange stripe—S2)and the normally closed Auxiliary switch that may be connected to auxiliary terminal(blue—S1 and blue-with-orange stripe—S2).In this example, Y Y Y the indicator light and alarm will stay on until the valve is fully open.When devices, per the authority having jurisdiction the valve is fully open,the indicator light and alarm will go out.Cap off any unused wires(e.g.brown with orange stripe). Normally Closed: (2) Blue • Only Sl(two leads per terminal)may be connected to the fire alarm Sl Common: (2) Yellow control panel. • The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70(NEC). Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 6 XA0661ulior I I victaulic.com 7.1 REFERENCE MATERIALS 10.01:Regulatoiy Appioval Reference.Guide 29.01:Tm ms and Conditions/Warranty 1-100:Flcld Installation Handbook User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending'refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.81 5662 Rev G Updated 08/2016 ©2016 Victaulic Company.All rights reserved. victaulic.com 7 ✓etaulia' ��J I Bulletin 250 Rev.J ® Models A-2, B-1 & B-2 HellmabiAutomatic Pressure MaintenanceCD CD Devices Features 1. Eliminate manual system pressure main- tenance. 2. Prevent accidental dry pipe valve and dry pilot line deluge valve operation due to low air pressure. 3. Models suitable for dry nitrogen supply, or local tankless compressor. 4. Suitable for preaction system supervision. 5. May feed dual dry pipe valve systems. 250CVR -B 6. Bypass valve incorporated for quick filling 251CVR A2-B system. 7. Shut-off valves permit servicing without Model A-2 shutting down sprinkler protection. 8. Easily adjusted pressure settings. Application Reliable pneumatic pressure maintenance devices are used to automatically maintain the correct pressure in dry pipe valve. or preaction systems, and in dry pilot lines for deluge systems. When installed in these sys- tems, they eliminate the need for manual filling to over- come small leaks or temperature changes. Reliable pressure maintenance devices do not interfere with the prompt operation of dry pipe valves and deluge valves 2WCVR-81_6 including when used with quick opening devices. 251CW 81-0 JL_1 Listings and Approvals Model B-1 Models A-2 and B-1: 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters'Laboratories of Canada.(ULC) 3. Certified by FM Approvals. 4. NYC MEA 258-93-E. o Models B-2: 1. Listed by Underwriters Laboratories Inc.and UL certified for Canada(cULus) 2. Certified by FM Approvals. 3. NYC MEA 258-93-E (pending). 250CVR B2-B 251CM--0-B �Z Model B-2 The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon,NewYork10552 I Operation Strainer Model A-2 Shutoff / Regulator The Model A-2 Device is designed for use where a Valve Check valve source of compressed gas is available,such as nitrogen / cylinders, a plant compressed air system or a tank t Optional mounted air compressor with a pressure control switch. Pneumatic p p From Shutoff Pressure Gouge The pressure of the compressed gas is reduced by the Existing Planl voive� Connection regulator to the level required by the dry pipe, deluge or A;r Supply I preaction system. The Reliable automatic pressure or Nitrogen + maintenance device will maintain a constant pressure in Regulating Device / the system regardless of pressure fluctuations in the Bypass compressed gas source. valve TO The strainer prevents any foreign matter in the gas System from traveling to the regulator and check valve and inter- fering with their normal operation. The check valve pre- 250FGot vents reverse flow so that water cannot reach the 707PG.34 regulators after the dry pipe or deluge valve operates. Model A-2 The shutoff valves permit the servicing of the strainer and regulator without shutting down the sprinkler sys- MODELB-z tem. The bypass valve permits the rapid restoration of Pra sururre`N,ireh the required system pressure after service or operation. / \ The bypass valve must be closed and the shutoff valves I 1 MODEL B-1 Yp Pressure >'witeh open for proper automatic operation. \ /Un ceder verve Face to Face Dimensions: 111/4r' (286mm) `— — srro.�.�'' en o—k Pressure Rating: I °/ �Rasfdef;on Adjustable Range:5psi-to-50 psi(0,3 bar-to-3,4 bar) Sh„r�rf I I"'PPA Maximum Inlet Pressure: 175 psi (12 bar) VW- Check V°1" Note:1 bar=100 11 t _opti—I S�wf�// Arr Pressure Models B-1 and B-2 Tore krss C v°°'�\ v°�9e � 1 The Models B-1 and B-2 Devices are designed for use Compressor Cunnec(ion in conjunction with Reliable Model A or Model B tankless 9yposs= air compressors which do not have a pressure control votve To switch to maintain the correct pressure in a dry pipe or 250FU028 System deluge valve system. By wiring the compressor motor to 2511G°20 the electrical pressure switch of the Reliable Model B-1 Model B-1 and B-2 or B-2 Automatic Pressure Maintenance Device, the Electrical Rating compressor is controlled by the selected pressure in the 115-230 Volts DC; 3 HP(B-1) dry pipe or deluge valve system. 1/2 HP(B-2) A drop in the air pressure closes the pressure switch, activating the compressor. When the air pressure is re- Single Phase Three Phase stored to the pre-adjusted setting, the pressure switch 120 Volts AC; 2 HP 120 Volts AC; 3HP opens, stopping the compressor. The electrical Ares- ( sure switch is equipped with an unloader valve which 240 Volts AC; 3 HP 240 Volts AC; 5 Hp automatically bleeds off the compressor outlet pressure 600 Volts AC; 5 HP 600 Volts AC; 5 HP B-1 (through the copper tubing) each time the pressure 1 HP �13-2� switch opens. This protects the compressor motor from overload at the next startup. Model 13-1: Pressure Rating Like the Model A-2 Device,the Model B-1 or B-2 has a Adjustable Range:14psi-to-60 psi(1,0 bar-to -4,1 bar) strainer for contamination control and a check valve to prevent reverse water flow. The bypass valve and shut- Maximum Inlet Pressure: 175 psi (12 bar) off valves are identical in configuration and function as with the Model A-2 Device. Likewise, the bypass valve Model 13-2: Pressure Rating must be closed and the shutoff valves open for proper automatic operation. Adjustable Range:3psi-to-35 psi(0,2 bar-to- 2,4bar) Face to Face Dimensions: 91/4" (235mm) Maximum Inlet Pressure: 175 psi (12 bar) Note: 1 bar=100 kPa The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured b The Reliable Automatic Sprinkler Co.,Inc. Recycled (800)431-1588 Sales Offices Paper (800)848-6051 Sales Fax (914)668-3470 Corporate Offices Revision lines indicate updated or new data htt,..,. w.reliablesprinkler.com Internet Address EG Printed USA 1iO3 PiN9999970039 Model 1000 TESTANDRAIN 2.1 SPRINKLER SPECIALTY PIPE FITTINGS A. Flow Detection and Test Assemblies: l Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to,the following: a. AGF Manufacturing Inc.; Model 1000 TESTANDRAIN. b. <Insert manufacturer's name>. 2. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing. NFPA 13, 13R, 13D(as applicable). 3. Pressure Rating: 300 psig(2070 kPa). 4. Materials: Bronze body, brass stem, impregnated Teflon seat, chrome coated brass ball, and a steel handle with positive stops at the TEST and DRAIN positions 5. Components: A tamper resistant test orifice, integral tamper resistant sight glasses, a tapped and plugged port for system access, and a steel identification plate. 6. Test Orifice Size: Nominal [3/8 inch (2.8K)][7/16 inch (4.2K)][1/2 inch (5.6)][17/32 inch (8.0)][5/8 inch (11.2K, ELO)][3/4 inch (14.0K, ESFR)][K25], as required by NFPA 13, latest edition. 7. Size: Same as connected piping. 8. Inlet and Outlet: Threaded. 9. Options: a. Bypass drain port in the valve body for use with a pressure relief valve and associated drainage piping. b. Locking Plate Kit: Provides vandal resistance and prevents accidental alarm activation by locking the valve handle in the"OFF" position. 1) Locking Plate: Carbon steel. 2) Lock: 1-1/2 inch wide solid brass with a 3/8 inch chrome plated hardened steel shackle. 3) For use with a [3/4 inch] [1 inch] [1-1/4 inch] [1-1/2 inch] [2 inch] valve. E) P ( OTTERVWA VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD s— 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 at 30VDC Resistive 10 mAmps min.at 24VDC 3 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. ONG • Temperature Range: 40°F-1207,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. • Installation must be performed by qualified personnel and in Service Use: accordance with all national and local codes and ordinances. Automatic Sprinkler NFPA-13 • Shock hazard.Disconnect power source before servicing.Serious One or two family dwelling NFPA-13D injury or death could result. Residential occupancy up to four stories NFPA-13R • Risk of explosion.Not for use in hazardous locations.Serious National Fire Alarm Code NFPA-72 injury or death could result. Optional: Cover Tamper Switch Kit,stock no.0090148 Replaceable Components:Retard/Switch Assembly,stock no. 1029030 General Information The Model VSR is a vane type waterflow switch for use on wet Note:Do not leave cover off for an extended period of time. sprinkler systems. It is UL Listed and FM Approved for use on steel Drain the system and drill a hole in the pipe using a hole saw in a slow pipe;schedules 10 through 40,sizes 2"thru 8"(50 mm thru 200 mm). speed drill. (see Fig. 1) LPC approved sizes are 2"thru 8"(50 mm thru 200 mm). See Ordering Clean the inside pipe of all growth or other material for a distance equal Information chart. to the pipe diameter on either side of the hole. The VSR may also be used as a sectional waterflow detector on Roll the vane so that it may be inserted into the hole; do not bend or large systems. crease it. Insert the vane so that the arrow on the saddle points in the The VSR contains two single pole,double throw,snap action switches direction of the waterflow.Install the saddle strap and tighten nuts and an adjustable,instantly recycling pneumatic retard. The switches alternately to required torque. (see Fig. 1).The vane must not rub the are actuated when a flow of 10 GPM (38 LPM) or more occurs inside of the pipe or bind in any way. downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Specifications subject to change without notice. Enclosure Ordering Information The VSR switches and retard device are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant Nominal Pipe Size Model Part Number screws which require a special key for removal. A field installable 2" DN50 VSR-2 1144402 cover tamper switch is available as an option which may be used 2 1/2" DN65 VSR-2 1/2 1144425 to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. 3" DN80 VSR-3 1144403 Installation (See Fig. 1) 3 1/2" VSR-3 1/2 1144435 These devices may be mounted on horizontal or vertical pipe. On 4" DN100 VSR-4 1144404 horizontal pipe they should be installed on the top side of the pipe 5" VSR-5 1144405 where they will be accessible. The device should not be installed 6" DN150 VSR-6 1144406 within 6" (15 cm) of a fitting which changes the direction of the 8" DN200 VSR-8 1144408 waterflow or within 24"(60 cm)of a valve or drain. Potter Electric Signal Company,LLC•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MFG.#5401146-REV K PAGE l OF 3 12/08 D( POTTERVWA SR VANE TYPE WATERFLOW LooThe Symbol of Protection ALARM SWITCH WITH RETARD Fig.1 COVER TAMPERSWI Fig.2 Switch Terminal Connections Al11AMAUMI\I11101'' Clamping Plate Terminal ILLYAMAW S—NDS)HIL I o—Y HOU NE IINO IOLLW sE(U.VU�J.IQ OT.P S'1- OO AgF11'.\VLmm UFFly ml nEa1�Eo ro PneveNr EYILlTAonAlOO1W nfW YALILALJAIk AYAY11'a e.. nINf11R �```���\N`"O�`NG IIWITDMFIYIY ALICMNAYtLY DN50 ONLY aF, USE(2)5180162 ADAPTERS AS SHOWN ABOVE O�� uwcr 9xH MOUNTON PIPESO mom QV HOOEY FIMIRfRDPw"W A WA� M'MAlIAF1OW An uninsulated section of a single conductor should not be looped around the terminal and Mpl YAIR11riM serve as two separate connections. The wire must orrtnTlc allnnlu OF WATERFLOW be severed,thereby providing supervision of the wuL,uWu connection in the event that the wire become WAIW \ ll dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. oao NYMiA (Flowing water activates device in one direction only.) Installation Requirements A CAUTION Model Nominal Pipe Size Nominal Pipe O.D. Hole Size U-Bolt Nuts Torque Waterflow switches that are monitoring wet pipe inch mm inch mm inch mm ft-lb n-m sprinkler systems shall not be used as the sole VSR-2 2 DN50 2.375 60.3 initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches VSR-2 1/2 2 1/2 2.875 73.0 1.25+.125/-.062 33.0 2.0 used for this application may result in unintended VSR-2 1/2 2 1/2 DN65 3.000 76.1 discharges caused by surges, trapped air,or short retard times. VSR-3 3 DN80 3.500 88.9 VSR-31/2 31/2 4.000 101.6 20 27 VSR4 4 DN100 4.500 114.3 2.00 t.125 50.8 t 2.0 VSR-5 5 5.563 141.3 VSR-6 6 DN150 6.625 168.3 VSR-8 8 1 DN200 8.625 219.1 Fig.3 Typical Electrical Connections Fig.4 Fig.5 NEGATIVE Break out thin section of coverwhen wiring both To remove knockouts:Place screwdriver at m V NEU°TRAL switches from one conduit entrance. inside edge of knockouts,not in the center. AC OSITIVE DC RHOTAC FLOW ZONE PANEL Notes: 1. The Model VSR has two switches,one can be used to operate a central 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. 3. For supervised circuits see "Switch Terminal Connections"drawing and caution note(Fig.2). PRINTED IN USA MFG.#5401146-REV K PAGE 2 OF 3 12/08 i SR E) POTTER `'WA VANE TYPE ATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Compatible Pipe Note:For copper or plastic pipe use Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Model VSR-CF. Size O.D. Schedule 10(UL) Schedule 40(UL) BS-1387(LPQ DN(VDS) inch mm inch mm inch mm inch mm inch mm inch mm 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 21/2 2.875 73.0 0.120 3.05 0.203 5.16 VSR-2 1/2 DN65 3.000 76.1 0.142 3.6 0,102 2.6 VSR-3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-3 1/2 31/2 4.000 101.6 0.120 3.05 0.226 5.74 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 3A0 0.258 6.55 VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 1 8.625 219.1 0.148 1 3.76 0.322 8.18 0.248 6.3 0.177 4.5 Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system should 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,that is usually located at the end of the most remote branch line,should 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. Maintenance Inspect detectors monthly for leaks. 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.There is no maintenance required,only periodic testing and inspection. Removal • 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. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Mounting Dimensions 89.0 mm (3S0'7 GROUND SCREWS 141,2 mm • (5.56") 59,4 mm 50,8 mm (2.34") (2.00") U-BOLTNUT U-BOLT WASHER PIPE DIA +IPE mm V PIPE SADDLE PIPE PLASTIC PADDLE U-BOLT NOMINAL PIPE DIA.+44,5 mm(+I-7/4)FOR DN50-DN65(2-2-1/2")_ NOMINAL PIPE DIA.+54,0 mm(+2-1/8")FOR DN80-DN200(3-8") DWGK IIJfi{i PRINTED IN USA MFG.#5401146-REV K PAGE 3 OF 3 12/08 i i i FireLock® Fittings ✓GtoUiiCr 10.03 Material Specifications: Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Z Orange enamel Wet System B Red enamel In Europe, Middle East, AfdCd, doid India m Optional: Hot dipped galvanized Deluge System Approvals/Listings: c@ us FM L_PC g vdsOT usTeo Product Description: FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD- developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Refer to the appropriate listing agency or approval body for pressure ratings. Pressure ratings vary by agency. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I FireLock® Fittings I Publication 10.03 10.03 1539 Rev L Updated 11/2014 ©2014 Victaulic Company.All rights reserved. / 'j� 1 V �u victaulic.com I Fire Lock® Fittings I Publication 10.03 Dimensions: fc_toEM c ` to F p C io I� p p T � �Iv to wF � L me NO,001 NO,003 NO.002 No.006 No.001 No.003 No.002 No.006 90°Elbow 45°Elbow Straight Tee Cap Actual Approx. Approx. Approx. Approx. Nominal Outside + Weight Weight Weight Weight Size Diameter I C to E Each C to E Each C to E Each C to E Each inches inches inches Lbs. inches Lbs. inches Lbs. inches Lbs. mm mm mm kg mm kg mm kg mm kg 11/4 1.660 _ 0.82 0.3 32 42.4 - - - 21 0.1 11/2 1.900 - - 0.82 0.4 40 48.3 - - - 21 0.2_ 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 _ 60.3 70 0.8 51 0 8 70 1.1 22 03 2 1/ 652 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 _73.0 76 IIA 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 3.00 3.8 _ - _ 76.1 76 1.5 57 1.1 76.2 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 _ _ 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 _ 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5J 83 3.8 124 7_1 25 19 139.7mm 5.500 4.88 12.4 3.25 8.2 4.88 15.4 _ _ 139.7 124.0 _ 55.2 82.6 36.5 124.0 68.5 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 1 89 1 5.3 1 140 10.3 25 2.7 165.1 mm 6.500 5.43 17.6 3.50 11.4 5.50 22.0 _ _ _ 165.1 139.7 78.3 88.9 50.7 _ 139.7 97.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 1 9.3 176 17.6 29 1 5.8 10.03 1539 Rev L Updated 11/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 2 taulea r victaulic.com I Fire Lock® Fittings I Publication 10.03 Flow Data: Frictional Resistance Actual Equivalent Feet/meters of Straight Pipe' Nominal Outside No.002 Size Diameter Elbows Straight Tee _ inches inches No.001 No.003 mm mm 90°Elbow 45'Elbow Branch Run 1 r/4 1.660 - - - - 32 42.4 - - 1'/2 1.900 - - - - 40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 50 _ 60.3 1.1 0.5 2.6 1.1_ 21h 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9_ 1.5 0.8 4.0 1.5 108 mm 4.250 6.4 3.2 15.3 6.4 108.0 40 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 1 2.1 5 5.563 8.5 4.2 21.0 1 8.5 125 141.3 2.6 1.3 6.4 2.6 139.7mm 5.500 8.3 4.1 20.6 8.3 139.7 2.5 13 6.3 2.5 159mm 6.250 9.4 4.9 25.0 9.6 _ 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 165.1 mm 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 1 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. General Notes: NOTE: When assembling Fire Lock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Fire Lock EZ Style 009N/009H couplings, use Fire Lock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009WO09H couplings. Installation Note Reference should always be made to the 1-100 V!clauhc Feld Installation Hemibook for This product shall be manufactured by Victaulic or to Vidaulic specifications.All products the product you are installing.Handbooks are included eac men o Ic ulic to be installed in accordance with current Vidaulic installation/assembly instructions. products for complete installation and assembly data,and are available in PDF format Victaulic reserves the right to change product specifications,designs and standard on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic®is a registered trademark of Victaulic Company. 10.03 1539 Rev L Updated 11/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 3 X.A-c--taul-a i I Victaulic° FirelockT"" Rigid Coupling Ai—w—uhar Style 009N 10.64 4 Patented 1.0 CERTIFICATION/LISTINGS eL�ue FM LPCB VdS C104-1a/36 2.0 PRODUCT DESCRIPTION • The Fire Lock EZTM Style 009N Installation-ReadyTM Rigid Coupling is for use in the fire protection market. • The coupling's unique design eliminates loose parts, promotes consistent installation and provides substantial gains in productivity. • IMPORTANT. Fire Lock EZTM Style 009N couplings are recommended for use ONLY on fire protection systems. 3.0 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) ® Orange enamel (North America, Asia Pacific) El Red enamel (Europe) Ll Hot dipped galvanized Gasket: (specify choice') ] Grade "E" EPDM (Type A) Fire Lock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic Gasket Sclechon Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com I Couplings I Fire Lock I Rigid I Style 009N I Publication 10.64 10.64 7072 Rev G Updated 10/2014 0 2014 Victaulic Company.All rights reserved. 1 ✓ctaul�c' I victaulic.com I Couplings I Fire Lock I Rigid I Style 009N I Publication 10.64 4.0 LISTINGS/APPROVAL 2 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size Wl-us FM Vds LPCB Sch.5 Sch. 10 Sch.40 Sch.5 Sch. 10 Sch.40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1600 2517 2517 1205 2502 2502 2500 1 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 76.1 mm N/A 3653 N/A N/A 3634 N/A 363 363 25173 25024 2500 2500 3 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 4 N/A 365 365 175 363 363 363 363 100 2517 2517 1205 2502 _ 2502 2500 2500 108.0 mm N/A N/A N/A 120 2 3 25023N/A N/A 5 N/A 290 365 N/A 363 363 232 N/A 125 2000 2517 2502 2502 1600 133.Omm N/A N/A N/A N/A 250241 N/A N/A N/A 139.7 mm N/A 363 4 232 200055 N/A N/A 25021 N/A 600 N/A 159.0 mm N/A N/A N/A N/A 3634 N/A N/A N/A 25021 165.1 mm N/A 20D0 6 N/A N/A z502^ N/A N/A N/A 6 290 365 363 363 232 150 N/A 2000 2517 N/A 2502 1 2502 1600 N/A 216.0 mm N/A N/A N/A N/A 3634 N/A N/A N/A 2502 4 8 N/A (90 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 2 Listed/Approved for wet and dry pipe systems(>—40oF/-40'C)for continuous use in freezing conditions,use of Style 005H Coupling with Silicone Gasket is recommended. Please see the Victaulic Installation Manual 1-009N/009H for details concerning when supplemental lubrication is required. 3 cULus listed for DIN 2458 2.6 mm pipe wall. 4 FM approved for BS 1387 Medium 3.6 mm pipe wall. 5 cULus listed for EN 10220 4.0 mm pipe wall. 6 cULus listed for EN 10255 4.5 mm pipe wall. 10.64 7072 Rev G Updated 10/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 2 � U11C i victaulic.com I Couplings I Fire Lock I Rigid I Style 009N I Publication 10.64 4.1 LISTINGS/APPROVAL Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa_ BLT 1 1/a—2 300 365 EZT 1 1/a—2 300 365 MT 1 1/a—2 300 365 _ 2068 2517 2068 2517 2068 2517 DF 11/a-4 300 365 FF 11/a-4 300 365 MLT 11/a-2 N/A 365 2068 2517 2068 2517 2517 DT 1 1/a—2 300 365 FLF 1 1/a—4 N/A 365 ST 1 1/a—2 N/A 365 2068 2517 2517 2517 EF 11/a-4 175 175 FLT 11/a-2 N/A 365 STF 11/4-4 N/A 365 1206 1206 2517 2517 EL 1 1/4—2 300 365 FLTL 1 1/a—2 N/A 365 TF 21/a—4 N/A 365 _ 2068 2517 2517 2517 ET40 11/4-2 300 365 GL 11/a-2 300 365 WLS 11/4-2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 MF 11/a-4 300 365 WST 11/4-2 N/A 365 2068 2517 2068 2517 2517 XL 11/4-2 300 365 2068 2517 NOTES • BLT=BLT steel pipe manufactured by Allied Tube&Conduit Corp. • DF=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp. • DT=DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Corp. • EF=EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. • EL=EDDYLITE steel pipe manufactured by Bull Moose Tube Co. • ET40=Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. • EZF=EZ-Flow steel pipe manufactured by Northwest Pipe Co. • EZT=EZ-Thread steel pipe manufactured by Youngstown Tube Co. • FF=Fire-Flo steel pipe manufactured by Youngstown Tube Co. • FLF=Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. • FLT=Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. • FLTL=Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. • GL=GL steel pipe manufactured by Wheatland Tube Co. • MF=Mega-Flow steel pipe manufactured by Wheatland Tube Co. • MT=Mega-Thread steel pipe manufactured by Wheatland Tube Co. • MLT=MLT steel pipe manufactured by Wheatland Tube Co • ST=STD wall pipe in accordance with ASTM A53. • STF=Steady Flaw steel pipe manufactured by AMS Tube Corp. • TF=Tex-Flow steel pipe manufactured by Tex-Tube Co. • WLS=WLS steel pipe manufactured by Wheatland Tube Co, • WST=WST steel pipe manufactured by Wheatland Tube Company. • XL=XL steel pipe manufactured by Allied Tube&Conduit Corp. 10.64 7072 Rev G Updated 10/2014 ©2014 Victaulic Company.All rights reserved. victa u I ic.com 3Ct�1J�i14'� victauiic.com I Couplings I FireLock I Rigid I Style 009N I Publication 10.64 5.0 DIMENSIONS Style 009N y 7 0� , Z all in x Style 009N Pre-Assembled (Push On Condition) Style 009N Joint Assembled Dimensions I Actual Maximum Maximum Allow. Pre-assembled Approx. Nominal Outside Working End Pipe End Bolt/Nut 9 (Push On Condition) Joint Assembled Weight Size Diameter Pressure' Load' Separation" Size I X Y X Y z Each inches inches psi lbs. inches inches inches inches inches inches inches lbs. mm mm kPa N mm No. mm mm mm mm mm mm kg 1 1/4 1.660 365 790 0.10 3/a x 2 3.13 5.00 2.75 5.00 2.00 1.4 32 _ 42.4 2517 3514 2.54 2_ M 10 x 2 _79 127 70 127 51 0.6 1 1/2 1.900 365 1035 0.10 3/a x 2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 _ 4604 2.54 2 M70 x 2 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 3/9 x21/z 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 2 M 10 x 21/2 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 3/a x 21/2 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 2_ M 10 x 21/2 114 156 102 _ 156 51 1.0 76.1 mm 3.000 365 2580 0.12 2 3/s x 21/2 4.63 6.00 4.13 6.13 2.00 2.1 76.1 2517 11476 _ 3.05 M10 x 21/2 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 3/a x 21/2 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 2 M10 x 21/2 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 3/a x 21/2 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 2 M 10 x 21/z 152 200 143 191 54 1.3 108.0 mm 4.250 365 5175 0.17 2 3/a x 21/2 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 _ M 10 x 21/2 152 1 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 %x 3 7.25 9.25 6.75 9.13 2.25 5.0 125 141.3 2000 39456 4.32 2 M12 x 3 184 235 171 232 57 13 5.250 365 7897 0.17 1/2 x 3 6.63 9.00 6.38 9.00 2.25 4.8 133.Omm 133.0 2517 35106 4.32 2 M12x3 168 229 162 229 57 2.2 139.7 mm 5.500 365 8667 0.17 2 1/2 x 3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 2517 38529 4.32 _ M12 x 3 175 235 171 232 57 2.2 159.0mm 6.250 365 11192 0.17 2 1/2 x 3 1/4 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 _ M12 x 31/4 200 254 187 251 57 2.5 165.1 mm 6.500 365 12105 0.17 2 1/2 x 3 1/4 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 M12 x 3 1/4 203 260 197 257 57 2.7 6 6.625 365 12582 0.17 1/2 x 31/4 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M 12 x 3 1/4 213 264 200 257 57 2.7 216.0 mm 8.500 365 20712 0.17 2 5A x 4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 _4.32 M16 x 4 270 337 260 257 67 5.2 8 8.625 1 365 21326 0.17 '/a x 4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 2 M16 x 4 276 340 260 333 64 5.2 7 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See the Listings/Approvals section of this publication for ratings on other pipe. 8 The allowable pipe separation dimension shown is for system layout purposes only.FireLock EZT1 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 9 Number of bolts required equals number of housing segments. NOTES • When assembling FireLock EZTM couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZTh1 Style 009N couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ"marking on the inside face.Non-Victaulic end cap products shall not be used with Style 009N couplings.IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling.There is no interchanging of gaskets or housings between coupling styles. • Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZT1 couplings are supplied with FireLock EZT1 Grade"E"Type A gaskets.These gaskets include an integral pipe stop,that once installed provides the similar benefits as a Flushseal gasket for dry pipe systems.It should be noted that standard Victaulic Flush-SealTM gaskets are not compatible and cannot be used with the FireLock EZT1 couplings. 10.64 7072 Rev G Updated 10/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 4 )6�teU iic i victaulic.com I Couplings I Fire Lock I Rigid I Style 009N I Publication 10.64 6.0 REFERENCE MATERIALS Publication 05.01:Seal Selection Guidt 0091\1/009H:Installation Instructions Fire Lock EZTM Rigid Coupling User Responsibility tot Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,as well as Victaulic performance,maintenance, Victaulic reserves the right to change product specifications,designs and standard safety,and warning instructions.Nothing in this or any other document,nor any verbal equipment without notice and without incurring obligations. recommendation,advice,or opinion from any Victaulic employee,shall be deemed to Installation alter,vary,supersede,or waive any provision of Victaulic Company's standard conditions Reference should always be made to the I-009N/I-009H Ri elock EZ Rigid Coupl mo of sale,installation guide,or this disclaimer. Installal ion Instructions for the product you are installing,Handbooks are Included with Intellectual Property Rights each OFWCieulic products,providing complete installation and assembly data, No statement contained herein concerning a possible or suggested use of any material, and are available in PDF format on our website at www.victaulic.com. product,service,or design is intended,or should be constructed,to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidiaries Refer to the Warranty section of the current Price List or contact Victaulic for details, or affiliates covering such use or design,or as a recommendation for the use of such material,product,service,or design in the infringement of any patent or other intellectual Trademarks property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic,Fire Lock EZT"' Flush-SealTM,and Installation-ReadyT"'are trademarks or or patent applications for articles and/or methods of use in the United States and/or other registered trademarks of Victaulic Company,and/or its affiliated entities,in the U.S.and/ countries. or other countries. 10.64 7072 Rev G Updated 10/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctaulrc TOLCO"' vrxrOOINIBCO Revision 00: Fig. 1001 - Sway Brace Attachment Component of State of C �l US LISTED California OSHPD Approved Size Range — Pipe size to be braced: 21/2" thru 8" IPS." Pipe size Seismic Restraints System F M used for bracing: 1" and 11/a" Schedule 40 IPS. .. Material — Carbon Steel Function — For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA(UL) Maximum Design Load and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1 e00 lbs. Sch. 10 &40 Included in our Seismic Restraints Catalog approved by the State " Brace Pipe - 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 &40 w/1 1/a" Brace Pipe - 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads" Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish — Plain 3" - 4" -2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" - 8" - 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance,the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. HE ® OFFICEIMANUFACTURING FACILITY-1375 SAMPSON AVE•CORONA,CA 92879-PH: 951.737.5599-FAX: 951 737,0330 CUSTOMER SERVICE•800,786 5266 www.tako.com e ' (DTOLCO' _WwWAOICO.Com - . 00: Fig. 980 - Universal Swivel Sway Brace Attachment �� IIStIStEU Size Range — One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all FM structural steel up to 1/4" thick. Material — Carbon Steel Component of State of California OSHPD Approved Function — Multi-functional attachment to structure or Seismic Restraints System braced pipe fitting. Features — This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish — Plain Note — Available in Electro-Galvanized finish. Order By — Figure number and finish. PATENT#6,273,372, PATENT#6,517,030, PATENT#6,953,174, <' PATENT#6,708,930, PATENT#7,191,987, PATENT#7,441,730 0 Lateral Brace Dimensions •Weights Max.Design **Max.Design Approx. A B H* Load Lbs. Load Lbs. Wt.1100 (cULus) (FM) 51/4 17/8 17/32 2765 2800 132 " Available with hole sizes to accommodate up to 3/4"fastener. Consult factory. **Load shown is allowable with brace installed,between 30°-90°.No reduction of load based on brace angle is required. TOLCOO brand bracing components are desgined to be compatible ONLY with other TOLCOO brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLCO®brand bracing components, in the instance that such TOLCO"'brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951 737 5599•FAX: 951.737 0330 CUSTOMER SERVICE•800 786,5266 ' www.toko.com ® TOLCO PATENT PENDING Fig. 828 Universal Sway Brace Attachment APPLICATIONS • Used for attaching seismic _ bracing to various structural members, including wide flange beams, 1-beams, C-channel, welded steel trusses, etc... • Compatible with all TOLCO seismic swivel fittings • TOLCO engineered break-off head bolts for visual verification of proper installation • 2015 lbs. load across and along the beam _ - • Stable 3 point attachment j • Carbon Steel -available in Plain or Electro-Galvanized finish C UL US LISTED I F828-0310©2010 NIBCO INC.,All Rights Reserved vvWWAOlco cam Printed in US JMLC0 www.tolco.com -- . Fig. 828 - Universal Sway Brace Attachment 1@ US 1.11111) Size Range — One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Fits from 3/8" to 7/8"thk. steel structure. "For sizes less then 3/8" thk. refer to Fig. Cone point 825 or Fig. 825A. set bolts"A" Material — Carbon Steel Function — To attach sway bracing to various types of steel structural members. Features — Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on Wide flange beam, -beam, C-channel, open web, welded steel trusses, etc... Secures brace to structure either across or along the beam. Break-off bolts allow for visual verification of proper installation torque. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Installation Instructions — The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assem- Cone point bly. NFPA 13 and/or OSHPD guidelines should be followed. E—set bolt"B" To Install — Place the Fig. 828 on flange of the beam, truss or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (FG 909, 910, 980, Maximum Design Load across beam 2015 Lbs. 986). Use flange nut to secure the swivel fitting. Maximum Design Load along beam 2015 Lbs. Finish — Plain and Electro-Galvanized Weight/100 284 Lbs. Order By — Figure number and finish US Patent# 6,098,942, Canada Patent #2,286,659 _� :___:____=_ ---__= _ -- Beam,truss Beam,truss or girder or girder Fig.828—► __------- __- ____-_=_____'______ ------- 0 Fig.828 wol Fz--: OF-, I May pivot in May pivot in ,- �, , any direction any direction Shown with Fig.986 Shown with Fig.986 SIDE VIEW "A" \y SIDE VIEW "B" TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO'"brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. © OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE•CORONA,CA 92879•PH: 951 737 5599•FAX: 951 737 0330 CUSTOMER SERVICE•800 786 5266 www.talco.com ODTOLCO ' Revision 008 Fig, 4L C@ US 1.11110 Longitudinal "In-Line" Sway Brace Attachment FM Size Range — 2" through 8" IPS. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. _ Approvals — Underwriter's Laboratories Listed in the USA(UL) and Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 2" - 8" pipe. Installation Instructions — The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be D A combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. o ° Dimensions -Weights Max.Rec. "Max Rec. Sizes A C D Stile Load Lbs. Load Lbs. wttp100 (cULus) (FM) 21/2 67/16 21/2 23/4 1/2 2015 3000 253 3 7 23/4 31/16 1/2 2015 1550 268 4 81/2 33/8 311/1 6 1/2 2015 1550 348 0 5 93/4 37/6 43/e 1/2 2015 1450 380 Longitudinal Brace 6 111/2 5 51/8 1/2 2015 1450 640 8 131/4 611/16 61/8 1/2 2015 1450 728 *Load shown is allowable with brace installed,between 30'-90°.No reduction of load ^� based on brace angle is required. FM approved when used with 1",11/4",11/2"or 2"Sch.40 brace pipe. J 4-Way Riser Brace (Plan view) TOLCO®brand bracing components are designed to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLC00 brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICEIMANUFACTURING FACILITY-1375 SAMPSON AVE.-CORONA,CA 92879-PH: 951.737.5599-FAX: 951.737.0330 CUSTOMER SERVICE-800.786.5266 www.toko.com BEAM CLAMPS 61r)ANVIL Fig, 92 Universal C-type Clamp (Standard Throat) Size Range:3/e"and'/2" Material:Ductile iron, hardened steel cup point set screw and locknut. Finish:0 Plain or0 Zinc Plated(Hot-Dip Galvanized optional) Service:Recommended for use under roof installations with bar joist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed s/a". Approvals:Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 23),ANSI/MSS SP-69 and MSS SP-58(Type 19&23). UL,ULC Listed and FM Approved. How to size:Size of clamp is determined by size of rod to be used. Installation:Follow recommended set screw torque values per MSS-SP-69. Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. c@DS FM A Jam Nut is provided for tightening the Set Screw against the Body Casting. LISTED APPROVED • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering:Specify rod size,figure number,name of clamp and finish. J_LH _E AT LEAST ONE I~ G FULLTHREAD OF ROD MUST t BEEXPOSEU 3�y- D BODY ' CASTING ' 1 I I JAM-NUT —► —ASET SCREW FIG. 92: LOAD (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) • TORQUE (IN-LBS) Rod Size Set Screw Torque Max Loads■ A Size Value Top Bottom Weight C D E F G H % % 60 500 250 0.34 15/6 19/6 9/16 13/16 % 1/2 1/2 1/2 125 950 760 0.63 1% 113/6 1/2 11/6 7/6 23/32 ■Maximum temperature of 450°F PROJECTI • APPROVAL i Project: 0 Approved Address: Q Approved as noted Contractor: Q Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 HANGER RODS c: AiuvI Fig. 146 Continuous Threaded Rod Size Range:'/4'through 1'/2"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel or Stainless Steel Gr 304 Threads:National Coarse(USS),rod threaded complete length. Finish:❑Plain or❑zinc Plated(Hot-Dip Galvanized optional) Maximum Temperature:650'F. Ordering:Specify rod diameter and length,figure number, name and finish. Note:The acceptability of galvanized coatings at temperatures above 450'F is at the discretion of the end user. FIG.146: LOADS(LBS)•WEIGHTS(LBS)•DIMENSIONS(IN) Rod Size Threads Max Load Weight A per Inch 650• F per Ft. Length '/4 20 240 0.12 3/s 16 730 0.30 Y2 13 1,350 0.53 5/e 11 2,160 0.84 A 3/4 10 3,230 1.20 7/8 9 4,480 1.70 1 8 5,900 2.30 1'A 7 1 9,500 3.60 1'/2 6 1 13,800 5.10 Note:Other rod sizes available upon request.Class 2 fit is available upon request. PROJECT 1 ' 1 APPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.15 0§'o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 300 RING HANGED NFPA 13 MAX REC. METRIC 314 thru 4 inch pipe % inch pipe PIPE ROD LOAD LBS. REFERENCE LISTED FOR STEELICPVC 5 thru B inch pipe 3/4 3/8 400 20 1 3/8 400 25 1114 3/8 1 400 32 1112 3/8 1 400 40 2 318 400 50 2 1/2 3/8 600 65 SIZE- 1/2 thru 8 inch pipe. 3 3/8 600 80 MATERIAL-Carbon Steel,Mil.Galvanized to G-90 spec. 31/2 3/6 600 LISTING/APPROVAL- 4 3/6 1000 100 @. 203-EX 2551 5 1/2 1250 125 <8>Approval guide-Pipe Hangers 1250 OSHPD OPA-0601 See Website. 6 1/2 150 CONFORMS WITH:Federal Specification WW-H-171 Type 10, 8 1/2 1250 zoo Manufacturers Standardization SocietyANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE-650T. FUNCTION-Pipe hanger component for use on steel,CPVC or copper piping. INSTALLATION-Per NFPA 13, 13R, 13D and CPVC manufacturers instructions. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. ,,,E A e FEATURES- 8783 25259 * T� 650 T Sized and listed exclusively for use with#310 Surge Restrainer. 1 114 21382 2 7 * Band edge is offset for EASY pipe insertion. 1112 22673 29140 * Custom fit swivel nut for better retention in ring body. $ 2 2 6046 32516 b Y A 21/2 34920 4,1150 * Full length knurl on swivel nut for better grip. 3 37M 4431, ORDERING-Part#,pipe size. + 4 43582 49982 8 60668 6 6160 6 75768 6 3280 9/08 • • • 1 t► �. • Not less than wood E Ioonng 2°nominal width Product Features 4i1:4 •No pre-drilling required Not has then •Quick to install using the Sammy 1'nom(nd Nut Driver with an 18V cordless tnla�Mse(2-,m (depUr«sloe wood Jotal drill/driver. d vertical memEar) _ imp 0 •Saves time from traditional � Double Sheetroek methods. Ceiling •Reduces installation cost. Composite •Made in the U.S.A. Consult truss manUlaUtUrer tor • :r Tool available on page 10, I� Approvals Rod Part Model Screw Ultimate U L Test FM Test Box Case Size Number Descriptions Pullout III Load III Load III City Qly 114" 8002957 GST 100 1/4 x 1' 210,(7116'0813) 25 125 670 (3/4'Ply) 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 1/4' 8004957 GST 300 114 x 3' 2060 (Fit) 25 125 - 3/8" 8006957 GST.75 1/4 x 3/4" 564 (3/4"Ply) 25 125 3/8, 8007957 GST 10 114 x 1' 210(7116"OSB) 300 25 125 670(314"Ply) 0 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 318" 8068925 GST 20-SS 114 x 2' 1760(Flr) 850 25 125 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 #1 Black v` Q 311 0010957 GST 30 114 x 3' 2060 (Fir) 1500 1475 25 125 Nut Driver 3/8" 8069925 GST 30-SS 1/4 x 3" 2060 (Fir) 25 125 Part#8113910 3/8" 8011925 GST 40 114 x 4' 2180 (Flr) 25 125 3/8" 8012925 GST 60 1/4 x 6" 2230 (Fir) 25 125 112, 8013925 GST 2 114 x 2" 1760(F4 25 125 1/2" 8014925 GST 2.5-380 3/8 x 2-1/2" 2113 (Fir) 25 125 • 112" 8015925 GST 3 114 x 3' 2275(Flr) 25 125 1/2" 8016925 GST 4 1/4 x 4" 2180 (Fir) 25 125 112" 8017926 GST 6 1/4 x 6' 2230(Fir) 25 125 #14 SW Red . Nut Driver Part#8114910 Product Features •Eliminates distortion of threaded rod. •Saves time from traditional methods. * •Accommodates up to 3%"x 12 pitch roof. •Reduces installation cost. •Allows 17"deflection from vertical. Made in the U.S.A. Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Box Case ,4 Size Number Descriptions Pullout(Ibs) Load(lbs) Load(lbs) Thickness City Qty 3/8' 8139957 SH•dST 20 IlA x 2' 1257(Fir) 1050 1475 25 125 125 • QQ 3/8" 8141957 SH-GST 30 1/4 x 3' 1720(Fir) 1500 1475 25 125 #14 Black Nut Driver - SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into Part#8113910 contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. . . • KS • Not less than 2•nomnal wdth Product Features (1-1/2")up to 3-112'pipe;not less than 3'(2-112")nominal width 4"&5"pipe •No pre-drilling required. ~' Floor Joist Mrimunn2.117 from bottom la •Quick to install using the Sammy Ranch Ines Mmmum 3'from Nut Driver with an 18V cordless bottom for main Ines.Exception,This drill/driver. requirement shall not appry to 7 or thickef n.Ang strips resting on lop of steel beams •Saves time from traditional methods. •Reduces installation cost. •Made in the U.S.A. . Composite/Truss recommended instatiaton port Consult trus*manufactutei for r Approvals Box Case Size Number Descriptions Qty Qty ..i 1/4' 8018957 SWG 100 1/4x 1' 622(Fk) 25 125 1/4" 8019957 SWG 200 114 x 2' 1725(Fir) 25 125 318. 8020957 SWG 10 114 x 1' 622 ft) 300 28 125 3/8" 8021957 SWG 20 1/4 x 2' 1725(Fir) 1050 25 125 3/8' 8073925 SWG 20-SS 114 x 2' 1725(Fir) 850 25 125 #14 SW Red Q"".• 318" 8022925 SWG 25.380 318 x 2.112' 2249(Fir) 1500 25 125 Nut Driver 3/8" 8023925 SWG 30 114 x 3' IBM(Fir) 25 125 Part#8114910 INSTALLATION STEPS TO.WOOD&STEEJ r NSTALIATION STEP •- r ID..WOOD,&STEkI.� 1.Insert the appropriate nut driver into a 318"or 112"portable drill. 1.Insert the appropriate nut driver into a 318"or 1/2"portable drill. 2.Insert the SAMMYS into the#14(black)nut driver(p/n 8113910).Drill 2.Insert the SAMMYS into the#14SW(red)nut driver(p/n 8114910).With drill should be in a vertical position unit in a horizontal position and at a right angle to the structural member, begin installation. 3.Push the face of the nut driver tight to the member.When the nut driver spins freely on the SAMMYS,stop drill and remove. 3.When the nut driver spins free on the SAMMYS,stop the drill and remove. 4.The SAMMYS is now ready to receive 114",318",112"or metric all thread rod,bolt stock.(The 112"requires the#14SW red nut driver) 4 The unit is now ready to receive 114",318"or metric all thread rod or bolt stock. Note:When installing DSTR,follow the above instructions, then add retainer nut and torque to 20 foot lbs.for maximum Note:When installing SWDR,follow the above instructions,then add retainer nut pullout in purlin steel and torque to 20 foot lbs.for maximum pullout in purlin steel. t j� ,♦ SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. rx r • r :11 C r: •1 STANDARD RESPONSE GL ,,"q AUTOMATIC SPRINKLERS UUUmWU`W GL SERIES ,hsire ]BE FIRE SPRINKLER CORPORATION UPRIGHT - PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Standard Response Series GL-SR Sprinklers are a low profile yet durable design which utilizes a 5mm frangible glass ampule as the thermosensitive element. While the Standard Response Sprinkler provides an aesthetically pleasing appear- ance, 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 fin- t -_ ishes to meet varying design requirements. Standard Response STANDARD RESPONSE Sprinklers should be used advisedly and under the direction of SERIES GL-SR SERIES GL-SR/CNV approving authorities having jurisdiction. UPRIGHT CONVENTIONAL The heart of Globe's Series GL-SR sprinkler proven actuat- ing 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 � 4 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. STANDARD RESPONSE The sprinkler and escutcheon are not factory assembled. SERIES GL-SR SERIES GL-SR/SW Assembly is done in the field. PENDENT VERTICAL TECHNICAL DATA SIDEWALL • See reverse side for Approvals and Specifications. • Temperature Ratings - 1350F (570C), 155°F (68°C), 175°F (790C), 200°F (930C), 286°F (141°C), 360°F (182°C) I J" • 5000F (260°C)Available Upon Request Without Approvals IJI( ': k �Illllll Water Working Pressure Pr Rating - 175 psi (12 Bars) %- • Factory tested hydrostatically to 500 psi (34 Bars) STANDARD RESPONSE • Maximum low temperature glass bulb rating is-67°F (-55°C) SERIES GL-SR/SW SERIES GL-SR/SW • Frame - bronze • Deflector- brass • Screw- brass LPCB/CE HORIZONTAL • Lodgement Wire- stainless steel • Bulb seat- copper HORIZONTAL SIDEWALL • Spring - nickel alloy • Seal -teflon SIDEWALL • Bulb- glass with glycerin solution, 5mm size • Escutcheon Assembly- steel ,-SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 7'.%,J C ORANGE/RED 100"F INTERMEDIATE C::13 C YELLOW/GREEN 50'F 6CIC HIGH 141`0 BLUE 2257 107-J EXTRA HIGH MAUVE 2.:,0`F 14Y f,' ULTRAHIGH BLACK 475`F 246,C SEPT 2018 GFS-100b (Formerly A-65) STANDARD RESPONSE A UT w vc SPRINKLERS SERIES GL-SR UPRIGHT o PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH' FINISHES 2.8(40 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Factory Bronze 4.2(60 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Chrome 5.6(80 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) White Polyester' 8.0(115 metric) 1/2"NPT(15mm) 2 1/4"(5.7cm) Black Polyester23 8.0(115 metric) 3/4"NPT(20mm) 2 7/16"(6.2cm) Wax Coated231 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. 'HORIZONTAL SIDEWALL IS 2 9/16" 'WAX COATING cULus LISTED FOR 1557(68°C)AND 200°F(93•C)ONLY;EXCLUDING GL8161,GL8151 'FINISHES AVAILABLE ON SPECIAL ORDER. GL5675,GL8176 LISTINGS/APPROVALS TEMPERATURE STYLE SIN FACTOR HAZARD' 135•F 155•F 175•F 200•F —286•F $$360•F cULus FM LPCBz CE MEA 101--9-E (57•C) (68•C) (790C) (930C) (1410C) (182•C) GL2861 28 LH X X X X X X X --- --- X GL4261 4.2 LH X X X X X X X --- --- X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X GL8161- 8.0"(%-NPT) ALL X X X X X X X --- --- --- X FUL8164 8,0 ALL X X X X X X X X X X X GL2851 2.8 LH X X X X X X X --- --- X GL4251 4.2 LH X X X X X X X --- --- X PENDENT GL5651 5.6 ALL X X X X X X X X X X X GL8151" 8.0•('Y."NPT) ALL X X X X X X X --- --- --- X GL8156 8.0 ALL X X X X X X X X$ X X X VERTICAL GL5675 5.6 LH X X X X X X X X --- - - SIDEWALLt GL8176 8.0 LH X X X X I X X X --- --- — -- GL2870§ 2.8 LH X X X X X X X --- --- --- X HORIZONTAL GL4270§ 4.2 LH X X X X X X X --- --- --- X SIDEWALL GL5670§ 5.6 LH/OH X X X X X X X X --- --- X GL5671a 5.6 LH/OH X X X X X X --- --- X X --- GL8171§ 8.0 LH/OH X X X X X X X CONVENTIONAL GL5668 5.6 LH/OH X X X X X X — — X X — (OLD STYLE) GL8169 8.0 LH/OH X X X X X X — X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS, $BRASS FINISH ONLY WHEN RECESSED §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. **NO FM APPROVALS FOR RECESSED oINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS "NO FM APPROVALS tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN SPACING OH:ORDINARY HAZARD tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING LH:LIGHT HAZARD 500-F(260•C)AVAILABLE UPON REQUEST WITH NO APPROVALS ALL:ALL HAZARDS "1/2"NPT,RETRO-FIT ONLY 'LPCB REF.NO 147c/04 ORDERING INFORMATION GLOBE°PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured • Quantity• Style•orifice Thread Size -Temperature•Finish desired products found to be defective in material or workmanship for a • • Quantity-Wrenches/Recessed Wrenches- period of one year from date of shipment. P/N 325390/325391(1/2");P/N 312366/325401(L.O.) For specific details of our warranty please refer to Price List •Quantity Protective Caps-P/N 327109-CAP(Friction Fit Recessed) Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPT 2018 PRINTED U.S.A. GFS-100b (Formerly A-65) GLFOAME 4077 Airpark Dr. Standish, MI 48658•989w-846-4583•www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support•989-414-2600•techservice@globesprinkler com SPRINKLER GUARDS AND SHIELDS GUARD MODELS JG & JGS SHIELD MODEL GL SERIES GENERAL DESCRIPTION Globe Model JG sprinkler guards are accessories designed to protect specific GL Series sprinklers where the poten- tial of mechanical damage might be expected. In addition, GL Series water shields are used to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers. The use of the Model JGS guard ID and shield assembly with an appropriate upright sprinkler provides an approved "Intermediate Level" upright sprinkler Model JG -(cULus) assembly suitable for rack storage applications (See Table Part No. 312263-1 (Red) A for specific approvals). Likewise,the use of the GL Series Part No.312253-C (Chrome) water shield with an appropriate pendent sprinkler, provides a listed/approved"Intermediate Level"pendent sprinkler as- sembly suitable for rack storage applications (See Table A for specific listings/approvals). If a head guard is also de- sired for this pendent"Intermediate Level"sprinkler assem- bly, the JG head guard, in accordance with Table A, may be utilized in addition to the shield. The guards are available in Model JIG -(FM) red or chrome plated. Part No. 312253-1-B(Red) Part No. 312253-C-B (Chrome) TECHNICAL DATA Approvals •See Table A on page 2 Material 14 • Headguard-steel •Water shield-steel-3'/"Diameter Model JGS Finish Part No.321406 • Headguard-red or chrome (Red enamel painted) •Water shield-zinc plated Part No.321407 (Chrome plated) i GL Series Shield NOTE: Users should refer to Globe's web site Part No. 325706 1/2"NPT (www.globesprinkler.com)to assure that the most Part No.325707 recent technical literature is being utilized. 314"NPT APR 2017 GFS-450(Formerly B-1) PAGE 1 OF 3 I TABLE A. SPRINKER GUARD, SHIELD, LISTINGS &APPROVALS MODELJG MODELJG MODEL SIN NO. MD.S. RESPONSE ORIENTATION K-FACTOR NPT 312263-1-B 312253.1 SHIELD JGS 312263-C-8 312253-C GL5601 GFS-100a QUICK PENDENT 56 1/2" FM cULus cULus,FM N/A GL5601 GFS-400 QUICK PENDENT 5.6 1/2" FM cULus cULus,FM N/A GL5615 GFS-100a QUICK UPRIGHT 5.6 1/2" FM cULus N/A cULus,FM GL5617 GFS-400 QUICK. UPRIGHT 5.6 1/2" N/A N/A Assembled cULus,FM N/A GL5651 GFS-430 STANDARD PENDENT 5.6 1/2" FM cULus cULus,FM N/A GL5661 GFS-100b STANDARD UPRIGHT 5.6 1/2" FM cULus N/A cULus,FM GL5663 GFS-430 STANDARD UPRIGHT 5-6 1/2" N/A N/A Assembled cULus,FM N/A GL8101 GFS-400 QUICK PENDENT 8.0 1/2" N/A cULus cULus N/A GL8106 GFS-400 QUICK PENDENT 8.0 3/4" FM cULus cULus,FM N/A GL8115 GFS-100a QUICK UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8117 GFS-400 QUICK UPRIGHT 8.0 1/2" N/A N/A Assembled cULus N/A GL8118 GFS-100a QUICK UPRIGHT 8.0 3/4" FM cULus N/A cULus,FM GL8120 GFS-400 QUICK UPRIGHT 8.0 3/4" N/A N/A Assembled cULus,FM N/A GL8151 GFS-430 STANDARD. PENDENT 80 1/2" N/A cULus cULus N/A GL8156 GFS-430 STANDARD PENDENT 8.0 3/4" FM cULus cULus,FM N/A GL8161 GFS-100b STANDARD UPRIGHT 8.0 1/2" N/A cULus N/A cULus GL8163 GFS-430 STANDARD UPRIGHT 80 1/2" N/A N/A Assembled cULus N/A GL8164 GFS-100b STANDARD UPRIGHT 8.0 3/4" FM cULus N/A cULus,FM GL8166 GFS-430 STANDARD UPRIGHT 8.0 3/4" N/A N/A Assembled cULus,FM N/A GL1114 GFS-400 QUICK PENDENT 11.2 3/4" N/A cULus cULus N/A GL1123 GFS-410 QUICK UPRIGHT 11.2 3/4" N/A cULus N/A cULus GL1124 GFS-400 QUICK UPRIGHT 112 3/4" N/A N/A Assembled cULus N/A GL1160 GFS-430 STANDARD PENDENT 112 3/4" N/A cULus cULus N/A GL1167 GFS-440 STANDARD UPRIGHT 11.2 3/4" N/A cULus cULus cULus GL1168 GFS-430 STANDARD UPRIGHT 11.2 3/4" N/A N/A Assembled cULus,FM N/A 03.625 (92.081 2.312 - R2.718 .00 [58.71 6.21 2.312 �. [58.71 2.718 [69.01 (-2,718 [69.01 [69.01 MODEL JIG (cULus) MODEL JG (FM) MODEL JGS FIGURE 1 FIGURE 2 FIGURE 3 3.78"fiik. i I_ _I FITTING ,1 I_ I - 1 SH[E�- GL SERIES SHIELD FIGURE 4 APR 2017 GFS-450 (Formerly B-1) PAGE 2 OF 3 �i Installation of Guard Model JG Installation of Shield Series GL with Guard Model JG Step 1. Unclip the hooks from the Cage of the sprinkler guard assembly. The GL Series Shield must be installed onto sprinkler prior to Step 2. Spread the cage open slightly at the base to provide sprinkler installation into fitting sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE—spreading the cage too much Step 1. Install the Shield over the sprinkler threads down to the may damage the sprinkler guard) end of the sprinkler threads. (Do not thread shield past Step 3. With the guard positioned over the sprinkler frame, close threads and onto sprinkler relief area). the cage such that the notches at the base of the cage fit Step 2. With pipe thread sealant applied, hand tighten the sprin- around the thread relief of the sprinkler. (space between kler into the sprinkler fitting. the top of the threads and the wrench flats) Step 3. Tighten the sprinkler into the sprinkler fitting using the Step 4. While holding the cage closed,slide one of the hooks appropriate sprinkler wrench. down the cage frame to the notch to where it clicks into Step 4. After the sprinkler is installed, spin the shield back up place the threads towards the sprinkler fitting until the shield Step 5. While squeezing the open side of the cage, slide the comes in contact with the fitting. second hook down to the notch in the same manner as Step 5. Unclip the hooks from the Cage of the appropriate sprin- the opposing side kler guard assembly. Step 6. Inspect the sprinkler and sprinkler guard for any damage. Step 6. Spread the cage open slightly at the base to provide Replace either if any damage is observed. sufficient space to install the sprinkler guard over the sprinkler frame. (NOTE—spreading the cage too much NOTE: The guard cage may be oriented in any position relative may damage the sprinkler guard) to sprinkler frame arms. Step 7. With the guard positioned over the sprinkler frame, close the cage such that the notches at the base of the cage fit around the thread relief of the sprinkler(space between Installation of Series GL Shield the top of the threads and the wrench flats). Step 8. While holding the cage closed,slide one of the hooks The GL Series Shield must be installed onto sprinkler prior to down the cage frame to the notch to where it clicks into sprinkler installation into fitting. The GL Series Shield may be place. used on sprinklers alone or in combination with a JG Sprinkler Step 9. While squeezing the open side of the cage, slide the Guard. second hook down to the notch in the same manner as the opposing side. Step 1. Install the Shield over the sprinkler threads down to the Step 10.Inspect the sprinkler and sprinkler guard for any dam- end of the sprinkler threads (Do not thread shield past age Replace either if any damage is observed. threads and onto sprinkler relief area). Step 2. With pipe thread sealant applied, hand tighten the sprin- NOTE: The guard cage maybe oriented in any position relative kler into the sprinkler fitting. to sprinkler frame arms. Step 3. Tighten the sprinkler into the sprinkler fitting using the appropriate sprinkler wrench. Step 4. After the sprinkler is installed, spin the shield back up the threads towards the sprinkler fitting until the shield comes in contact with the fitting. ORDERING INFORMATION GLOBE@ PRODUCT WARRANTY SPECIFY. Globe agrees to repair or replace any of its own manufac- •Model •Finish•PN tured products found to be defective in material or work- JG Red painted 312253-1-13 manship for a period of one year from date of shipment. JG Chrome plated 312253-C-13 For specific details of our warranty please refer to Price List JG Red painted 312253-1 Terms and Conditions of Sale (Our Price List). JG Chrome plated 312253-C JGS Red painted . 321406 JGS Chrome plated 321407 GL Shield%2"NPT 325706 GL Shield%"NPT 325707 NOTE: See Table A for appropriate Listings/Approval combinations. 4077 Airpark Dr. Standish, Ml 48658•989-846-4583•www.globesprinkler.com Technical Support•989-414-2600•techservice@globesprinkler.com ;r APR 2017 GFS450 (Formerly B-1) PAGE 3 OF 3 NOTICE �5 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: _LOT#: DATE: JOB ADDRESS: t (( TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Ny co 3- rove,, ol� S•ll1,A .Ne 1t �GSso) y-a a I �� n/1+ ILC. Lc, iQ ►Nl cri 6• -/ THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 ti aD-11 INSPECTOR DATE O BUILDING DEPT. M PLANNING DEPT. CITY OF ARLINGTON • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 'APPROVED PERMIT#: Z ' LOT#: DATE: ;; f ef JOB ADDRESS: G ei -m bp- TYPE OF INSPECTION: spielN 44,6x- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-35S1 ❑ CALL FOR REINSPECTION /06:; SP¢!mYz ICI PlfJ4— THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 76UILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON N 0 T I C E TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: j LOT#: DATE: q-)L y _I h JOB ADDRESS: tygol, TYPE OF INSPECTION: :rL Sot.nlc�e! ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION y Ko - Gt•f •4 c 5+- a ✓l 2t,0 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 !M- ►eke L 4/-ay-l5 INSPECTOR DATE O BUILDING DEPT. Cl PLANNING DEPT. ,�• CITY OF ARLINGTON FIRE SPRINKLER PERMIT APPLICATION ING�O 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 TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) 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: ❑ New Fire Sprinkler Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: 19406 68th Dr NE Parcel ID#: 31051400300200 Project Valuation: $35,000 Number of Heads: 141 Building Area(Sq Ft): 15000 Owner: Western Forest Products Phone Number: 604-648-4500 Address: 19406 68th Dr NE city Arlington State: WA Zip code: 98223 Contact Person: David Garcia Phone Number: Cell Phone: 360-333-0688 Email: dgarcia@westernforest.com Address: same as above City: State: Zip Code: Contractor: Reliance Fire Protection Phone Number: 206-682-6636 Address: PO Box 428 city: Preston State: WA Zip Code: 98050 Contractor's License Number: RELIAFP102L1 Expiration: 12-31-2019 Contact Person: Bryant Hammond Email: bryant@reliancefire.com I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. 54,leay 1014I'rwrr�ru� 3-7-2019 i/ Applicants Signature Date Bryant Hammond Print Applicants Name r- �� FOR STAFF USE ONLY Ce F 2�1�(�2 �� LIAR 0 8 20lu Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP ,NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 'APPROVED PERMIT#: 2 3 LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: wp��AlKLts�L- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION lI2�' �Pl2l 1.1 k1-�� i%1 Pi tJ 4- ��►zo Ct� Te! THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 7UILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON y., ; 1 Vr� NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: ZZIy 7LOT#: DATE: �L��I9 1 JOB ADDRESS: 1,44756, G 8 -r,# pp- mi-f TYPE OF INSPECTION: �IAZ67- Sp�1AlICL�1Z ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION /IZG S�rz11.1 K-L t= - 1l F7 4(i THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON Fa r C� N 0 T I C E } TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE: q-)L4 4 JOB ADDRESS: t i oe,, /UF_ TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551{ ❑ CALL FOR REINSPECTION -k e) THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl BUILDING DEPT. o LANNING DEPT. CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Dr NE Permit#:2443 Parcel#:31051400300200 Valuation:35000.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US Name:David Garcia Name:RELIANCE FIRE PROTECTION LLC Address:800-1055 W GEORGIA STREET Address:19406 68th Dr NE Address:PO Box 428 City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Arlington City,State Zip:Preston,WA 98050 Phone: Phone:3603330688 Phone:2066826636 LIC:RELIAFP102LI EXP:07/12/2019 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: 2015 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. IBCI l0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to Fire Suppression Review comments and approved plans. Call for inspections. 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,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 4/11/2019 Credit Card Surcharge $3.00 4/11/2019 Credit Card Surcharge $22.48 4/11/2019 Fire Review Fee $100.00 4/11/2019 Fire Sprinkler Fee $724.36 4/11/2019 Processing/Technology Fee $25.00 Total Due: $874.84 Total Payment: $874.84 Balance Due: $0.00 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 Permit#: 2443 Permit Date: 03/08/19 Permit Type: FIRE SPRINKLER Project Name: Western Forest Products Applicant Name: Western Forest Products Applicant Address: 19406 68th Dr NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: David Garcia Phone: 3603330688 Email: dgarcia@westernforest.com Scope of Work: Commercial Fire sprinkler Valuation: 35000.00 Square Feet: 15000 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/12/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning WESTERN FOREST 31051400300200 19406 68TH DRIVE NE PRODUCTS US Planing Sawmills& ning Mills LLC Pla Contractors Contractor Primary Contact Phone Address Contractor Type License License# RELIANCE FIRE 2066826636 PO Box 428 CONSTRUCTION L&I RELIAFP102LI PROTECTION CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/22/2019 FS07.FIRE PM 04/22/2019 BUILDING Approved SPRINKLER FINAL Fire Spinkler piping retro fit Approved Hydro test 04/24/2019 FS07.FIRE 24 hour air test on new fire 04/24/2019 FIRE Approved SPRINKLER FINAL sprinkler system passed Plan Reviews Date Review Type Description Assigned To Review Status 04/08/2019 FIRE SPRINKLER No comments,LT PW-ADMIN-GIS 04/08/2019 FIRE SPRINKLER No comment JL PW-SEW-REV 04/08/2019 FIRE SPRINKLER No comments for this review. pW-WAT-REV Gus 04/08/2019 FIRE SPRINKLER BUILDING Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Credit Card Service $3.00 Fire Sprinkler System Commercial NFPA 13/13R $724.36 Processing/Technology $25.00 Credit Card Service $22.48 Stop Work Violation Violation $500.00 Credit Card Service $15.00 Total $1,389.84 Attached Letters Date Letter Description 04/11/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2019 Steve Brown 74337577 iTransact CC $100.00 03/08/2019 CC Surcharge CC Surcharge Raelynn Jones $3.00 74337577 04/09/2019 Bryant Hammond 74809111 iTransact CC $749.36 04/09/2019 CC Surcharge CC Surcharge Raelynn Jones $22.48 #74809111 04/12/2019 David Garcia 74864697 iTransact CC $500.00 04/12/2019 CC surcharge CC Surcharge Raelynn Jones $15.00 #74864697 Outstanding Balance $0.00 Notes Date Note Created By: 04/08/2019 See uploaded file w/Fire comments/conditions Raelynn Jones Uploaded Files Date File Name 10/11/2021 9866241-2443 IC 4.22.2019.pdf 10/11/2021 9866242-2443 IC 4.24.2019.pdf 10/11/2021 9866243-2443 IC 4.22.2019(2),pdf 04/08/2019 4735725-Western Forest products Fire Sprinkler System#12 Plan Review.docx 03/11/2019 4625252-2443 Application.pdf D tz7 C7 C)N C 2 = O �Mj..� .yr. 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