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S LL ._ ....... __ I.L N O w / 9_ LL Z E - 4b , � L �f 8-At s z '� CL to LL W W Z U vd O =o U }0 � Q x w w Q 0 6 fi g s151 W � a Q Q Q ................. ...... ...-----. -._..... LL E 93 F F Y m m Vl W CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA98223 INSPECTIONS: 360-403-3417-Perm i Center: 360-403-3551 BUILDING PERMIT 19817 74TH AVE NE Perm t#: 5602 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31051400200700 DATE O FSSUANCE. Scope of Wcrk: Install Fire Sprinkler System V aluation: 13000.00 O W TER APPLICANT C O NIRACTO R GAYTEWAY BUSINESS PARK,LLC E m aald Fire LLC E m aald Fire P.O.BOX 1727 1 1505 Burnham Dr.NW Ste.201 1 1505 Burnham Dr,Ste 201 BELLEVUE,WA98009 G ig Harbor,WA98332 G ig Harbor,WA98329 2538572056 2 53-857-2056 LIC:602211955 E XP:09/30/2024 LIC:EMERAFL980MR I'XP:07/19/2024 MECH ANICAL CO NTRACTO R LUMBING CO NIRACTO R LIC#: EXP: L IC#: E XP: JO BDESCRIPTIO N PERM 1T TYPE: F IRE SPRINKLER C ODE YEAR: 2 018 STORIES: 1 C ONST.TYPE: 1 A DWELLING UNITS: O CC GROUP: F -2;Factory Low Hazard BUILDINGS: O CC LOAD: PERMIT APPRO VAL The issuance or granting of this perm i shall not be construed to be a perm i for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclam Jion,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this perm i is interpreted to allow construction activity during any period of tim ewhen such construction is prohibited or restricted by any state or federal law,or order,proclam Jion,guidance advice or decision of the Governor of this State,this perm i shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclam Jion, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this perm i if it is determ iced to be issued in error or on the basis of incorrect,inaccurate or incom Bete inform aion,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclam aion,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRCI 10. SALES TAX NO HCE: Sales tax relating to construction and construction m Aerials in the City of Arlington m ist be reported on your sales tax return form and coded City of Arlington#3101. 10/23/2023 Applicant Signature D ate B uilding Official D ate CO MITIO M Approved job copy shall be onsite for inspections.Adhere to approved plans.Call for inspections. The property owner shall ensure that the construction project com hies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse im pact on the surrounding environm ait or com m uity.The property owner shall be responsible for obtaining all necessary perm is and approvals from the relevant authorities before com m acing construction.The property owner shall ensure that the construction project com hies with all applicable design review requirem acts. THIS PERMIT AUTHORIZES 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 Am aunt e 10/23/2023 W b O dy-Fire System Plan Review $200.00 e 10/23/2023 W b O dy-Building Plan Review $217.02 10/23/2023 C redit Card Service $12.51 10/23/2023 P rocessing/Technology $25.00 10/23/2023 F ire Sprinkler System $375.00 10/23/2023 S pray Booth $450.00 Total Due: $1,279.53 Total Paym ert: $1,279.53 Balance Due: $0.00 CALL FO RINSPECTIO N5 Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following inform ation: Perm I Num ber,Type of Inspection being requested,and whether you prefer m arning or afternoon INSPECTIO NINFO IWATIO N I Pass/Fail i FIRE SPRINKLER PERMIT APPLICATION • Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 Type of Permit: New Installation F1 System Modification Phased Installation Property Address. 19827 Suite No.: Project Valuation: 13,000.00 Lot#: Parcel ID No.: 31051400200700 Preferred Contact: ❑ Owner ❑Applicant ❑ Contractor Project Description: Design & Install new Wet System to Spray Booths Owner Name: Quantum Door & Window Phone No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Applicant Name: Michelle Hillstrom Phone NO.: 253-857-2056 Email Address: michelleh@emeraldfirellc.com Cell No.: Mailing Address: 11505 Burhnam Dr. St.201 City:Gig Harbor State: Wa Zip: 98332 Contractor Name: Emerald Fire LLC office No.: 253-857-2056 Email Address: michelleh@emeraldfirellc.com Cell No.: Mailing Address: 11505 Burnham Dr. Ste.201 City: Gig Harbor State: Wa zip: 98332 L&I Contractor License Number: EME RAF L980MR Expiration Date: 12/31/2023 SUBMITTAL REQUIREMENTS: Provide Information on All Equipment to be Installed Prior to Installation ELECTRONIC FILES OF THE FOLLOW: 0 Complete and Scaled Plans I] Hydraulic Calculations l] Equipment Specifications for Each Fire Sprinkler Permit Application 0 Specification Sheets ❑ Wiring Diagrams (Point to Point Wiring) ❑ Electrical Plans,if applicable FIRE SPRINKLER SYSTEMS (105.7.1, 105.7.4, 105.7.11) ** DEVICES include separate individual portions of a Fire Sprinkler System such as: Sprinklers Heads, Risers, Valves, Pull Stations, and other such devices. (Each piece is one device) PLAN REVIEW FEES Less than $5,000.00 = $100.00 $5,000.00 &over-based on project valuation (Plan Review Fee is 65%of project valuation as calculated per Table 4-1) REV11.2020 Page 1 of 3 REINSPECTION / PHASED INSTALLATION INSPECTIONS Submit Phasing Plan with Application - review and approval required REINSPECTION FEES SHALL BE PAID PRIOR TO INSPECTION FEE Reinspection/Phased Installation fee is charged per hour (1 hour minimum) $75.00 Hydrostatic Pressure Test(1 test included per permit) $150.00 Cover Inspection (1 cover inspection included per permit) $75.00 Fire Pump (1 fire pump inspection per permit) inspection requires 2 hours $150.00 Q TENANT IMPROVEMENT OR SYSTEM MODIFICATION (NFPA 13/13R) Number of Devices" Device Fee Subtotal 1to2 $ 75.00 = $ 3 to 5 $125.00 = $ 6 to 10 $175.00 = $ 11 to 20 $225.00 = $ 21 to 40 $300.00 = $ 41 to 100 $375.00 = $ 375.00 101 to 200 $475.00 = $ 201 to 300 $575.00 = $ > 300 $600.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $600.00 + 1 $ 1 = $ Hydraulically Designed Systems Yes ❑ No ❑ Yes = Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ 375.00 NEW COMMERCIAL SYSTEM (NFPA 13/13R) Number of Devices" Device Fee Subtotal 1 to 100 $375.00 = $ 101 to 200 $475.00 = $ 201 to 300 $600.00 = $ > 300 $625.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $625.00 + 1 $ _ $ Hydraulically Designed Systems Yes ❑ No ❑ Yes = Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ RESIDENTIAL (NFPA 13D) Number of Devices" Device Fee Subtotal 1 to 10 $175.00 = $ 11 to 25 $225.00 = $ 26 + $275.00 = $ *NFPA 13D SYSTEM INSTALLED(NOT REQUIRED)Permit Fee Reduced 50% = $ PERMIT FEE SUBTOTAL $ REV2022 Page 2 of 3 HOOD SUPPRESSION SYSTEM Type of System No. of Units Cost per Unit Subtotal Pre-Engineered x $200.00 = $ Custom Engineered x $275.00 = $ PERMIT FEE SUBTOTAL $ ❑ STANDPIPE SYSTEM Type of Standpipe No. of Units Cost per Unit Subtotal Class I - new or existing x $150.00 = $ Class II - new or existing x $150.00 = $ PERMIT FEE SUBTOTAL $ ❑ FIRE PUMP Fire Pump x $300.00 each = $ PERMIT FEE SUBTOTAL $ SPRAY BOOTHS (105.7) &INDUSTRIAL OVENS (105.7.7) NOTE.SEPARATE SPRINKLER PERMIT REQUIRED Type of Booth No. of Units Cost per Unit Subtotal Pre-Engineered w/documents 3 x $150.00 = $ 450 Site-built or used w/o documents x $250.00 = $ Industrial Oven x $250.00 = $ PERMIT FEE SUBTOTAL $ 450.00 Plan review fee due at time of submittal TOTAL PERMIT FEE $ 825.00 PLAN REVIEW FEE $ 100.00 Processing/Technology Fee $25.00 TOTAL $ 950.00 I hereby certify that I am the ❑ Owner, ❑Applicant, ❑■ Contractor,and authorized to sign this application and that the above information is correct and 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,and the City of Arlington. Michelle Hillstrom;— � �d &;x, Michelle Hillstrom 9/13/23 Signature Print Name Date SAVE PRINT REV2022 Page 3 of 3 Hydraulic Overview Job Number:223070 Report Description:Extra Hazard Group II(1) Job Job Number Design Engineer 223070 Austin Dooley Job Name: Phone FAX Quantum Booths Address 1 State Certigostion/License Number 19827 74th Ave NE Arlington,WA Add...2 AHJ Address 3 Job SitelBuilding 19 Density Area of Application 0.40gpm/ft' 2500ft'(Actual 956ft') Most Demanding Sprinkler Data Hose Streams 8 K-Factor 36.00 at 20.250 500.00 Coverage Per Sprinkler Number a Sprinklers Calwlated Number U Sprink—Calculated 90ft' 20 0 System Pressure Demand system Flow Demand 74.765 892.64 Total Demand Pressure Result 1392.64 @ 74.765 +6.604(8.1%) Supplies Ir Check Point Gauges Node Name Flow m Hose Flow(gpm) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 1 Water Supply 5000.00 500.00 84.000 56.000 r WASNINOTON STATE+ , 1 CERTIFICATE OF COMPETENCY 1 1 FIRE'PROTECTION SPRINKLER SYSTEMS 1 jMichael Todd Hallengren ^ j 1 7223-0107-C Level l 1 Emerald Fire,LLC 1 EMERAFL980 cr- 1 121311 1 Quantum Booths FP Plan Water Supply at Node 1 (5000.00,0.00,84.000,56.000) I 100 ................................ - ........... 1 .......................... 90 ................— Static Pressure 84.000 — 80892.64 @ 74.765 ---------------_- I 70f 1392.64 with hose streams - :::_: Q 60 5000.00 @ 56.000 —...................... r =`1n 50 U) stem demand curve <n a 40 i;�� 30 20 10 0 I11g p� 35o 02%503800 4750 5700 6650 7600 8550 9500 Water flow,gpm L�©M.E.P.CAD,Inc. 41 AutoSPRINK 2019 v15.1.25.0 9/12/2023 8:27:29AM Pagel 4 11 Hydraulic Summary Job Number:223070 Report Description:Extra Hazard Group II(1) Job Job Number Design Engineer 223070 Austin Dooley Job Name: State CedifcationlLicense Number Quantum Booths Address AHJ 19827 74th Ave NE Arlington,WA Address 2 Job SitelBmldmg Address 3 Drawing Name Quantum Booths FP Plan System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 8 K-Factor 36.00 at 20.250 Extra Hazard Group II Hose Allowance At Source Density Area of Application 500.00 0.40gpm/ft2 2500ft2(Actual 956ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of N—les Calculated Coverage Per Sprinkler Node Flow(aom) 20 0 90ft2 AutoPeak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Total Hose Streams 500.00 System Flow Demand Total Water Required(Including Hose Allowance) 892.64 1392.64 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.09 between nodes 87 and 106 Maximum Velocity Under Ground 5.18 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3193.79gal 0.03gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi) (psi) °C m (psi) °� m (psi) (psi) 1 Water Supply 500.00 84.000 56.000 5000.00 81.369 1392.64 74.765 6.604 Contractor Contractor Number contact Name Contact Title Name of Contractor. Phone Extension Address FAX Address 2 E-mail Address 3 Web-Site ©M.E.P.CAD,Inc. ifli AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:32AM Page 2 Hydraulic Graph Job Number:223070 Report Description:Extra Hazard Group II 1 Water Supply at Node 1 100 90 Static Pressure 84.000 80 892.64 @ 74.765 6 i v 1392.64 with hose streams 70 60 5000.00 @ 56.000 N a 50 System demand curve 40 30 20 10 0 n-- %0 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 84.000 Residual:Pressure 56.000 @ 5000.00 Available Pressure at Time of Teat 81.369 @ 1392.64 system oemeaa 74.765 @ 892.64 System Demand Oncluding Hose Allowance at source) 74.765 @ 1392.64 ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:33AM Page 3 Node Analysis Job Number:223070 Report Description:Extra Hazard Group II 1 Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 -3'-0 S 74.765 892.64 401 14'-0 S r-39.481 39.481 50.27 402 14'-0 S r-35.529 35.529 47.68 405 35'-4'/z S r-28.568 28.568 42.76 406 35'-4Y2 S r-25.390 25.390 40.31 408 5'-3 Spr-36.118 36.118 48.08 409 5'-3 Spr-36.445 36.445 48.30 411 14'-0 S r-31.549 31.549 44.94 412 14'-0 S r-31.189 31.189 44.68 418 5'-3 S r-36.487 36.487 48.32 419 5'-3 S r-36.817 36.817 48.54 422 14'-0 S r-30.073 30.073 43.87 423 14'-0 S r-29.729 29.729 43.62 429 14'-0 Spr-29.310 29.310 43.31 430 14'-0 Spr-28.975 28.975 43.06 433 5'-3 S r-36.296 36.296 48.20 434 5'-3 S r-36.625 36.625 48.41 437 35'-4'/z S r-20.569 20.569 36.28 438 35'-4'/z S r-20.250 20.250 36.00 440 14'-0 S r-29.064 29.064 43.13 441 14'-0 S r-28.733 28.733 42.88 2 0'-8'/z 73.131 87 3'-6 61.031 99 34'-0 PO 37'-8'/z 50.676 104 18'-0 E 2'-0 42.038 105 18'-0 E 2'-0 37.687 106 18'-0 PO 6'-0 43.809 113 35'-4'/z T 3'-7 31.776 114 18'-0 PO 6'-0 43.151 117 35'-4'/2 T 3'-7 28.267 136 5'-8 PO 5'-0 41.472 139 18'-0 fT 19'-8'/z 42.701 140 18'-0 PO12'-3'/z 40.547 141 18'-0 PO 6'-0 40.088 142 18'-0 PO12'-3'/z 40.070 143 18'-0 PO 6'-0 40.044 144 18'-0 40.042 147 5'-8 PO 5'-0 41.845 159 18'-0 PO 5'-0 36.503 162 18'-0 PO 5'-0 36.072 187 5'-8 PO 5'-0 39.911 188 5'-8 PO 5'-0 40.271 191 18'-0 PO 5'-0 34.737 194 18'-0 PO 5'-0 34.326 217 18'-0 PO 5'-0 33.824 220 18'-0 PO 5'-0 33.423 234 5'-8 PO 5'-0 39.703 235 5'-8 PO 5'-0 40.062 247 35'-4'/z T 3'-7 22.937 248 18'-0 PO 6'-0 33.604 249 18'-0 PO 6'-0 33.207 251 35'-4'/z T 3'-7 22.584 256 18'-0 PO 5'-0 33.530 259 18'-0 PO 5'-0 33.133 ©M.E.P.CAD,Inc. '111 AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:34AM Page 4 4 Hydraulic Analysis Job Number:223070 Report Description:Extra Hazard Group II(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length M•••••Route 1••••• AO 1.0490 36.00 13.36 100 0.540906 0'-9 Pf 2.334 438 35'-4+/z 36.00 8 20.250 Sprinkler, 3'-7 Pe 251 35'-4'/z 22.584 T(3'-7) 4'-4 Pv SP 1.3800 36.00 7.72 120 0.101532 21'-5 Pf 3.090 251 35'-4+/ 22.584 9'-0 Pe 7.533 249 18'-0 33.207 E(3'-0),PO(6'-0) 30'-5 Pv BL 2.1570 78.88 6.93 120 0.049229 4'-5 Pf 0.217 249 18'-0 42.88 33.207 Flow(q)from Route 5 Pe 220 18'-0 33.423 4'-5 Pv BL 2.1570 121.95 10.71 120 0.110207 8'-2'/2 Pf 0.902 220 18'-0 43.06 33.423 Flow(q)from Route 6 Pe 194 18'-0 34.326 8'-2'/z Pv BL 2.1570 165.57 14.54 120 0.194042 9'-0 Pf 1.746 194 18'-0 43.62 34.326 Flow(q)from Route 9 Pe 162 18'-0 36.072 9'-0 Pv BL 2.1570 210.24 18.46 120 0.301883 0'-11Yz Pf 3.998 162 18'-0 44.68 36.072 Flow(q)from Route 11 12'-3'/2 Pe 142 18'-0 40.070 PO(12'-3'/) 13'-3 Pv CM 4.2600 395.81 8.91 120 0.035381 0'-6 Pf 0.018 142 18'-0 185.56 40.070 Flow(q)from Route 3 Pe 141 18'-0 40.088 0'-6 Pv CM 4.2600 443.49 9.98 120 0.043668 10'-6 Pf 0.459 141 18'-0 47.68 40.088 Flow(q)from Route 13 Pe 140 18'-0 40.547 10'-6 Pv CM 4.2600 655.02 14.74 120 0.089846 2'-11 Pf 2.154 140 18'-0 211.53 40.547 Flow(q)from Route 2 21'-1 Pe 139 18'-0 42.701 fT(19'-8+/Z) 23'-11Yz Pv CM 4.2600 799.62 18.00 120 0.129945 3'-5'/z Pf 0.451 139 18'-0 144.60 42.701 Flow(q)from Route 14 Pe 114 18'-0 43.151 3-5/2 Pv CM 4.2600 842.38 18.96 120 0.143092 4'-7 Pf 0.657 114 18'-0 42.76 43.151 Flow(q)from Route 4 Pe 106 18'-0 43.809 4'-7 Pv CM 4.2600 892.64 20.09 120 0.159288 17'-1 Pf 10.937 106 18'-0 50.27 43.809 Flow(q)from Route 20 51'-7 Pe 6.286 87 3'-6 61.031 4fE(8'-11++/z),BV(15'-9'/2) 68'-8 Pv CM 6.3570 892.64 9.02 120 0.022676 66'-1'/2 Pf 2.867 87 3'-6 61.031 60'-3'/z Pe -13.223 99 34'-0 50.676 E(12'-7),Tr(10'-0),PO(37'-8'/z) 126'-5 Pv CM 8.2490 892.64 5.36 120 0.006376 158'-11 Pf 8.032 99 34'-0 50.676 159'-9 Pe 14.424 2 0'-8'/2 73.131 3E(21'-1'/2),ALV(41'-1'/z),BV(1 318'-8 Pv 4'-1),PO(41'-1'/2),BFP(-6.000) UG 8.3900 892.64 5.18 140 0.004414 3'-8'/z Pf 0.016 2 0'-8'/2 73.131 Pe 1.617 1 4-0 74.765 Water Supply 3'-8'/ Pv 500.00 Hose Allowance At Source 1 1392.64 Q•••••Route 2••••• AO 1.0490 36.28 13.47 100 0.548774 0'-9 Pf 2.368 437 35'-4'/z 36.28 8 20.569 Sprinkler, 3'-7 Pe 247 35'-4+/z 22.937 T(3'-7) 4'-4 Pv SP 1.3800 36.28 7.78 120 0.103009 21'-5 Pf 3.135 247 35'-4'/z 22.937 9'-0 Pe 7.533 248 18'-0 33.604 E(3'-0),PO(6'-0) 30'-5 Pv BL 2.1570 79.41 6.97 120 0.049841 4'-5 Pf 0.220 248 18'-0 43.13 33.604 Flow(q)from Route 7 Pe 217 18'-0 33.824 4'-5 Pv BL 2.1570 122.72 10.77 120 0.111509 8'-2'/z Pf 0.913 217 18'-0 43.31 33.824 Flow(q)from Route 8 Pe 191 18'-0 34.737 8'-2'/z Pv BL 2.1570 166.59 14.63 120 0.196276 9'-0 Pf 1.766 191 18'-0 43.87 34.737 Flow(q)from Route 10 Pe 159 18'-0 36.503 9'-0 Pv ©M.E.P.CAD,Inc. I®AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:35AM Page 5 4 Hydraulic Analysis Job Number:223070 Report Description:Extra Hazard Group II(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 2.1570 211.53 18.57 120 0.305304 0'-11'/z Pf 4.044 159 18'-0 44.94 36.503 Flow(q)from Route 12 12'-T'/ Pe 140 18'-0 40.547 PO(12'-3'/) 13'-3 Pv M•••••Route 3••••• AO 1.0490 40.31 14.96 100 0.666783 0'-9 Pf 2.877 406 35'-4'/z 40.31 8 25.390 Sprinkler, 3'-7 Pe 117 35'-4Yz 28.267 T(3'-7) 4'-4 Pv SP 1.3800 40.31 8.65 120 0.125160 21'-11 Pf 4.245 117 35'-4'/ 28.267 12'-0 Pe 7.533 143 18'-0 40.044 2E(3'-0),PO(6'-0) 33'-11 Pv CM 4.2600 185.56 4.18 120 0.008712 3'-0 Pf 0.026 143 18'-0 145.25 40.044 Flow(q)from Route 16 Pe 142 18'-0 40.070 3'-0 Pv �&.....Route 4••••• AO 1.0490 42.76 15.87 100 0.743640 0'-9 Pf 3.209 405 35'-4% 42.76 8 28.568 Sprinkler, 3'-7 Pe 113 35'-4'/z 31.776 T(3'-7) 4'-4 Pv SP 1.3800 42.76 9.17 120 0.139586 18'-6'/z Pf 3.842 113 35'-4% 31.776 9'-0 Pe 7.533 114 18'-0 43.151 E(3'-0),PO(6'-0) 27'-6'/ Pv M•••••Route 5••••• DR 1.0490 42.88 15.92 120 0.533577 4'-6 Pf 6.126 441 14'-0 42.88 8 28.733 Sprinkler, 7'-0 Pe -1.726 259 18'-0 33.133 E(2'-0),PO(5'-0) 1V-6 Pv BL 2.1570 42.88 3.77 120 0.015941 4'-7 Pf 0.073 259 18'-0 33.133 Pe 249 18'-0 33.207 4'-7 Pv v•••••Route 6••••• DR 1.0490 43.06 15.99 120 0.537738 4'-6 Pf 6.174 430 14'-0 43.06 8 28.975 Sprinkler, 7'-0 Pe -1.726 220 18'-0 33.423 E(2'-0),PO(5'-0) 1V-6 Pv Q•••••Route 7••••• DR 1.0490 43.13 16.01 120 0.539266 4'-6 Pf 6.192 440 14'-0 43.13 8 29.064 Sprinkler, 7'-0 Pe -1.726 256 18'-0 33.530 E(2'-0),PO(5'-0) 1V-6 Pv BL 2.1570 43.13 3.79 120 0.016111 4'-7 Pf 0.074 256 18'-0 33.530 Pe 248 18'-0 33.604 4'-7 Pv Q•••••Route 8••••• DR 1.0490 43.31 16.08 120 0.543474 4'-6 Pf 6.240 429 14'-0 43.31 8 29.310 Sprinkler, 7'-0 Pe -1.726 217 18'-0 33.824 E(2'-0),PO(5'-0) 11'-6 Pv Q•••••Route 9••••• DR 1.0490 43.62 16.19 120 0.550667 4'-6 Pf 6.323 423 14'-0 43.62 8 29.729 Sprinkler, 7'-0 Pe -1.726 194 18'-0 34.326 E(2'-0),PO(5'-0) 1V-6 Pv 4�•••••Route 10••••• DR 1.0490 43.87 16.29 120 0.556546 4'-6 Pf 6.390 422 14'-0 43.87 8 30.073 Sprinkler, 7'-0 Pe -1.726 191 18'-0 34.737 E(2'-0),PO(5'-0) 11'-6 Pv Q•••••Route 11 ••••• DR 1.0490 44.68 16.59 120 0.575632 4'-6 Pf 6.609 412 14'-0 44.68 8 31.189 Sprinkler, 7'-0 Pe -1.726 162 18'-0 36.072 E(2'-0),PO(5'-0) 1V-6 Pv Q•••••Route 12••••• DR 1.0490 44.94 16.68 120 0.581781 4'-6 Pf 6.680 411 14'-0 44.94 8 31.549 Sprinkler, 7'-0 Pe -1.726 159 18'-0 36.503 E(2'-0),PO(5'-0) 11'-6 Pv Q•••••Route 13••••• DR 1.0490 47.68 17.70 120 0.649347 4'-0 Pf 3.884 402 14'-0 47.68 8 35.529 Sprinkler, 2'-0 Pe -1.726 105 18'-0 37.687 E(2'-0) 6'-0 Pv AO 1.3800 47.68 10.23 120 0.170782 8'-0'/2 Pf 2.402 105 18'-0 37.687 6'-0 Pe 0.000 141 18'-0 40.088 PO(6'-0) 14'-0'/z Pv Q• !Route14••••• ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:35AM Page 6 4 Hydraulic Analysis Job Number:223070 Report Description:Extra Hazard Group II(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 48.08 17.85 120 0.659303 T-4% Pf 5.527 408 5'-3 48.08 8 36.118 Sprinkler, 7'-0 Pe -0.173 136 5'-8 41.472 E(2'-0),PO(5'-0) 8'-4'/2 Pv BL 2.1570 144.60 12.70 120 0.151046 15'-3 Pf 6.576 136 5'-8 96.52 41.472 Flow(q)from Route 15 28'-3+h Pe -5.347 139 18'-0 42.701 2fE(4'-3'/z),fT(19'-8'/z) 43'-6'/z Pv 4-P•••••Route 15••••• DR 1.0490 48.20 17.89 120 0.662320 0'-5 Pf 3.588 433 5'-3 48.20 8 36.296 Sprinkler, 5'-0 Pe -0.181 234 5'-8 39.703 PO(5'-0) 5'-5 Pv BL 2.1570 48.20 4.23 120 0.019788 10'-6 Pf 0.208 234 5'-8 39.703 Pe 187 5'-8 39.911 10'-6 Pv BL 2.1570 96.52 8.47 120 0.071507 9'-6 Pf 1.560 187 5'-8 48.32 39.911 Flow(q)from Route 17 12'-3'/z Pe 136 5'-8 41.472 PO(12'-3'/z) 21'-10 Pv Q•••••Route 16••••• DR 1.0490 48.30 17.93 120 0.664819 V-4'/2 Pf 5.573 409 5'-3 48.30 8 36.445 Sprinkler, 7'-0 Pe -0.173 147 5'-8 41.845 E(2'-0),PO(5'-0) 8'-4'/2 Pv BL 2.1570 145.25 12.75 120 0.152309 14'-8 Pf 3.544 147 5'-8 96.96 41.845 Flow(q)from Route 18 8'-7'/z Pe -5.347 144 18'-0 40.042 2fE(4'-3y.) 23'-3 Pv CM 4.2600 145.25 3.27 120 0.005538 0'-6 Pf 0.003 144 18'-0 40.042 Pe 143 18'-0 40.044 0'-6 Pv Q•••••Route 17••••• DR 1.0490 48.32 17.94 120 0.665532 0'-5 Pf 3.605 418 5'-3 48.32 8 36.487 Sprinkler, 5'-0 Pe -0.181 187 5'-8 39.911 PO(5'-0) 5'-5 Pv Q•••••Route 18••••• DR 1.0490 48.41 17.97 120 0.667858 0'-5 Pf 3.618 434 5'-3 48.41 8 36.625 Sprinkler, 5'-0 Pe -0.181 235 5'-8 40.062 PO(5'-0) 5'-5 Pv BL 2.1570 48.41 4.25 120 0.019953 10'-6 Pf 0.210 235 5'-8 40.062 Pe 188 5'-8 40.271 10'-6 Pv BL 2.1570 96.96 8.51 120 0.072105 9'-6 Pf 1.574 188 5'-8 48.54 40.271 Flow(q)from Route 19 12'-3'/z Pe 147 5'-8 41.845 PO(12'-3'/z) 21'-10 Pv Q0•••••Route 19••••• DR 1.0490 48.54 18.02 120 0.671096 0'-5 Pf 3.635 419 5-3 48.54 8 36.817 Sprinkler, 5'-0 Pe -0.181 188 5'-8 40.271 PO(5'-0) 5'-5 Pv Q•••••Route 20••••• DR 1.0490 50.27 18.66 120 0.715905 4'-0 Pf 4.282 401 14'-0 50.27 8 39.481 Sprinkler, 2'-0 Pe -1.726 104 18'-0 42.038 E(2'-0) 6'-0 Pv AO 1.3800 50.27 10.78 120 0.188287 3'-5 Pf 1.771 104 18'-0 42.038 6'-0 Pe 106 18'-0 43.809 PO(6'-0) 9'-5 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. 411 AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:35AM Page 7 4 Hydraulic Analysis Job Number:223070 Report Description:Extra Hazard Group II(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch 7ngAng rm Valve BL Branch Line Elevation Foot le Valve CM Cross Main Flow gpm hing DN Drain Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90'Elbow UG Underground Pf Pressure loss due to friction between points EE 45'Elbow Pe Pressure due to elevation difference between indicated Eel 11'/4'Elbow points Eel 22'/�Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. gy AutoSPRINK 2019 05.1.25.0 9/12/2023 8:27:35AM Page 8 Hydraulic Overview Job Number:223070 Report Description:Ordinary Group II(2) Job Job Number Design Engineer 223070 Austin Dooley Job Name: Phone FAX Quantum Booths Address 1 State Certigostion/License Number 19827 74th Ave NE Arlington,WA Add...2 AHJ Address 3 Job SitelBuilding Density Area of Application 0.20gpm/ft2 1500ft2(Actual 611ft2) Most Demanding Sprinkler Data Hose Streams 8 K-Factor 26.00 at 10.563 250.00 Coverage Per Sprinkler Number Sprinklers Calwlated Number U Sprink—Calculated 130ft2 11 0 System Pressure Demand system Flow Demand 57.405 301.86 Total Demand Pressure Result 551.86 @ 57.405 +26.120(31.3%) Supplies Check Point Gauges Node Name Flow m Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 1 Water Supply 5000.00 250.00 84.000 56.000 r ��—� a---- WAEHINOTON STATE CERTIFICATE OF COMPETENCY tFIRE PROTECTION SPRINKLER SYSTEMS ; Michael Todd Hallengren 7223-0107-C Level Emerald Fire,LLC EMERAFL980 O— � i Quantum Booths FP Plan Env Water Supply at Node 1 (5000.00,0.00,84.000,56.000) I 100 ................................ - ........... .......................... 90 ...............— Static Pressure 84.000 .................. — 80 ---- 60 01.8E3 @ 57.405- QOOL00(a_)i6.000 ====::::_ 50 551.86 with hose streams fn to a 40 System demand curve 30 20 10 0 91O02%503800 4750 5700 6650 7600 8550 9500 Water flow,gpm L�©M.E.P.CAD,Inc. 41 AutoSPRINK 2019 v15.1.25.0 9/12/2023 8:42:06AM Pagel 4 11 Hydraulic Summary Job Number:223070 Report Description:Ordinary Group II(2) Job Job Number Design Engineer 223070 Austin Dooley Job Name: State CertifcationlLicense Number Quantum Booths Address AHJ 19827 74th Ave NE Arlington,WA Address 2 Job SitalBmldmg Address 3 D—ing Name Quantum Booths FP Plan System L Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Sum. 8 K-Factor 26.00 at 10.563 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1500ft'(Actual 611ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of N—les Calculated Coyerege Per Sprinkler Node Flow(aom) 11 0 130ft2 Au.Peak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Left:57.405 Right:57.405 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 301.86 551.86 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 17.76 between nodes 388 and 362 Maximum Velocity Under Ground 1.75 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3193.79gal 0.03gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi) (psi) °C m (psi) m (psi) (psi) 1 Water Supply 250.00 84.000 56.000 5000.00 83.525 551.86 57.405 26.120 Contractor Contractor Number Contact Name Contact Title Name of Contractor. Phone Extension Address FAX Address 2 E-mail Address 3 Web-Site ©M.E.P.CAD,Inc. ifli AutoSPRINK 2019 05.1.25.0 9/12/2023 8:42:08AM Page 2 Hydraulic Graph Job Number:223070 Report Description:Ordinary Group II 2 Water Supply at Node 1 100 90 Static Pressure 84.000 80 70 60 301.86 @ 57.405 11 551.86 with hose streams 5000.00 @ 56.000 N a 50 40 S stem demand curve 30 20 10 0 n-- �0 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 84.000 Residual:Pressure 56.000 @ 5000.00 Available Pressure at Time of Test 83.525 @ 551.86 system Demeaa 57.405 @ 301.86 System Demand(ncluding Hose Mlowance at source) 57.405 @ 551.86 ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.25.0 9/12/2023 8:42:09AM Page 3 Node Analysis Job Number:223070 Report Description:Ordinary Group II 2 Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 -3'-0 S 57.405 301.86 522 12'-0 S r-10.892 10.892 26.40 523 12'-0 S r-11.081 11.081 26.63 524 12'-0 S r-11.767 11.767 27.44 525 12'-0 S r-13.252 13.252 29.12 526 12'-0 Spr-10.563 10.563 26.00 527 12'-0 Spr-10.746 10.746 26.22 528 12'-0 S r-11.412 11.412 27.03 529 12'-0 S r-12.855 12.855 28.68 530 8'-2 S r-12.007 12.007 27.72 531 8'-2 S r-12.257 12.257 28.01 532 8'-2 S r-12.775 12.775 28.59 2 0'-8Y: 55.786 356 13'-0 PO 5'-0 12.312 357 13'-0 PO 5'-0 12.530 358 13'-0 PO 5'-0 13.323 360 13'-0 PO 5'-0 15.038 362 13'-0 PO 9'-11 19.388 388 34'-0 mecT 16'-5% 35.103 395 34'-0 E 17'-7 35.234 403 13'-0 PO 5'-0 11.930 404 13'-0 PO 5'-0 12.142 407 13'-0 PO 5'-0 12.913 413 13'-0 PO 5'-0 14.581 415 13'-0 PO 9'-11 18.809 420 13'-0 PO 5'-0 14.298 421 13'-0 PO 5'-0 14.633 425 13'-0 PO 5'-0 15.326 427 13'-0 PO 9'-11 18.764 ©M.E.P.CAD,Inc. AutoSPRINK 2019 05.1.25.0 9/12/2023 8:42:10AM Page 4 4 Hydraulic Analysis Job Number:223070 Report Description:Ordinary Group II(2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length M•••••Route 1••••• DR 1.0490 26.00 9.65 120 0.211435 V-6 Pf 1.793 526 12'-0 26.00 8 10.563 Sprinkler, 7'-0 Pe -0.426 403 13'-0 11.930 E(2'-0),PO(5'-0) 8'-6 Pv BL 1.6820 26.00 3.75 120 0.021212 10'-0 Pf 0.212 403 13'-0 11.930 Pe 404 13'-0 12.142 10'-0 Pv BL 1.6820 52.22 7.54 120 0.077082 10'-0 Pf 0.771 404 13'-0 26.22 12.142 Flow(q)from Route 2 Pe 407 13'-0 12.913 10'-0 Pv BL 1.6820 79.25 11.44 120 0.166738 10'-0 Pf 1.667 407 13'-0 27.03 12.913 Flow(q)from Route 5 Pe 413 13'-0 14.581 10'-0 Pv BL 1.6820 107.93 15.58 120 0.295273 4'-5 Pf 4.228 413 13'-0 28.68 14.581 Flow(q)from Route 10 9'-11 Pe 415 13'-0 18.809 PO(9'-11) 14'-4 Pv CM 2.6350 192.26 11.31 120 0.096524 6'-0 Pf 0.579 415 13'-0 84.32 18.809 Flow(q)from Route 7 Pe 362 13'-0 19.388 6'-0 Pv CM 2.6350 301.86 17.76 120 0.222372 56-1 Pf 24.819 362 13'-0 109.60 19.388 Flow(q)from Route 3 55'-6'/2 Pe -9.104 388 34'-0 35.103 5fE(5'-10'/2),BV(9'-7'/:),mecT(1 11V-7% Pv 6'-5'/2) CM 6.3570 301.86 3.05 120 0.003051 25'-5 Pf 0.131 388 34'-0 35.103 17'-7 Pe 395 34'-0 35.234 E(17'-7) 43'-0 Pv FIR 8.2490 301.86 1.81 120 0.000858 32'-4 Pf 6.129 395 34'-0 35.234 117'-5'/2 Pe 14.424 2 0'-8'/2 55.786 ALV(41'-1'/2),BV(14'-1),PO(41'- 149'-9'% Pv 1'/2),BFP(-6.000),E(21'-1'/2) UG 8.3900 301.86 1.75 140 0.000594 3'-8'/2 Pf 0.002 2 0'-8'/2 55.786 Pe 1.617 1 -3'-0 57.405 Water Supply 3'-8'/2 Pv 250.00 Hose Allowance At Source ---1 1 551.86 Q•••••Route 2••••• DR 1.0490 26.22 9.74 120 0.214828 1'-6 Pf 1.822 527 12'-0 26.22 8 10.746 Sprinkler, 7'-0 Pe -0.426 404 13'-0 12.142 E(2'-0),PO(5'-0) 8'-6 Pv Q•••••Route 3••••• DR 1.0490 26.40 9.80 120 0.217533 V-6 Pf 1.845 522 12'-0 26.40 8 10.892 Sprinkler, 7'-0 Pe -0.426 356 13'-0 12.312 E(2'-0),PO(5'-0) 8'-6 Pv BL 1.6820 26.40 3.81 120 0.021824 10'-0 Pf 0.218 356 13'-0 12.312 Pe 357 13'-0 12.530 10'-0 Pv BL 1.6820 53.03 7.66 120 0.079303 10'-0 Pf 0.793 357 13'-0 26.63 12.530 Flow(q)from Route 4 Pe 358 13'-0 13.323 10'-0 Pv BL 1.6820 80.48 11.62 120 0.171537 10'-0 Pf 1.715 358 13'-0 27.44 13.323 Flow(q)from Route 6 Pe 360 13'-0 15.038 10'-0 Pv BL 1.6820 109.60 15.82 120 0.303749 4'-5 Pf 4.350 360 13'-0 29.12 15.038 Flow(q)from Route 11 9'-11 Pe 362 13'-0 19.388 PO(9'-11) 14'-4 Pv Q•••••Route 4••••• DR 1.0490 26.63 9.89 120 0.221017 1'-6 Pf 1.875 523 12'-0 26.63 8 11.081 Sprinkler, 7'-0 Pe -0.426 357 13'-0 12.530 E(2'-0),PO(5'-0) 8'-6 Pv Q•••••Route 5••••• DR 1.0490 27.03 10.03 120 0.227125 V-6 Pf 1.926 528 12'-0 27.03 8 11.412 Sprinkler, 7'-0 Pe -0.426 407 13'-0 12.913 E(2'-0),PO(5'-0) 8'-6 Pv Q•••••Route 6••••• DR 1.0490 27.44 10.19 120 0.233643 1'-6 Pf 1.982 524 12'-0 27.44 8 11.767 Sprinkler, 7'-0 Pe -0.426 358 13'-0 13.323 E(2'-0),PO(5'-0) 8'-6 Pv ©M.E.P.CAD,Inc. §j AutoSPRINK 2019 05.1.25.0 9/12/2023 8:42:11AM Page 5 4 Hydraulic Analysis Job Number:223070 Report Description:Ordinary Group II(2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length M•••••Route 7••••• DR 1.0490 27.72 10.29 120 0.238056 7'-5'/2 Pf 4.394 530 8'-2 27.72 8 12.007 Sprinkler, 1V-0 Pe -2.103 420 13'-0 14.298 3E(2'-0),PO(5'-0) 18'-5% Pv BL 1.6820 27.72 4.00 120 0.023883 14'-0 Pf 0.334 420 13'-0 14.298 Pe 421 13'-0 14.633 14'-0 Pv BL 1.6820 55.73 8.05 120 0.086923 7'-11Yz Pf 0.693 421 13'-0 28.01 14.633 Flow(q)from Route 8 Pe 425 13'-0 15.326 7'-11Yz Pv BL 1.6820 84.32 12.18 120 0.187019 8'-6 Pf 3.438 425 13'-0 28.59 15.326 Flow(q)from Route 9 9'-11 Pe 427 13'-0 18.764 PO(9'-11) 18'-4/2 Pv CM 2.6350 84.32 4.96 120 0.021011 2'-1'/2 Pf 0.045 427 13'-0 18.764 Pe 415 13'-0 18.809 2'-1'/2 Pv Q•••••Route 8••••• DR 1.0490 28.01 10.40 120 0.242634 7'-5'/z Pf 4.479 531 8'-2 28.01 8 12.257 Sprinkler, 1V-0 Pe -2.103 421 13'-0 14.633 3E(2'-0),PO(5'-0) 18'-5'/z Pv M•••••Route 9••••• DR 1.0490 28.59 10.61 120 0.252109 7'-5'/2 Pf 4.654 532 8'-2 28.59 8 12.775 Sprinkler, 1V-0 Pe -2.103 425 13'-0 15.326 3E(2'-0),PO(5'-0) 18'-5'/z Pv Q•••••Route 10••••• DR 1.0490 28.68 10.65 120 0.253570 1'-6 Pf 2.151 529 12'-0 28.68 8 12.855 Sprinkler, 7'-0 Pe -0.426 413 13'-0 14.581 E(2'-0),PO(5'-0) 8'-6 Pv Q• •Route11 ••••• DR 1.0490 29.12 10.81 120 0.260796 1'-6 Pf 2.212 525 12'-0 29.12 8 13.252 Sprinkler, 7'-0 Pe -0.426 360 13'-0 15.038 E(2'-0),PO(5'-0) 8'-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 LM,©M.E.P.CAD,Inc. "11 AutoSPRINK 2019 05.1.25.0 9/12/2023 8:42:11AM Page 6 4 Hydraulic Analysis Job Number:223070 Report Description:Ordinary Group II(2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90'Elbow UG Underground Pf Pressure loss due to friction between points EE 45'Elbow Pe Pressure due to elevation difference between indicated Eel 11'/4'Elbow points Eel 22'/�Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. g AutoSPRINK 2019 vl5.1.25.0 9/12/2023 8:42:11AM Page 7 9/12/23, 10:19 AM U.S.Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn't operational,resulting in timeout error. USGS web services are now operational so this tool should work as expected. OSH PD Quantum Windows & Doors 19827 74th Ave NE, Arlington, WA 98223, USA Latitude, Longitude:48.1762622, -122.1314479 QBestworth-Rommel Himalayan Dog Chewqlo 9 B & B Fabricators Q Go_gle Map data 02023 Date 9/12/2023,9:03:24 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Default(See Section 11.4.3) Type Value Description SS 1.041 MCER ground motion.(for 0.2 second period) S, 0.372 MCER ground motion.(for 1.0s period) SMS 1.249 Site-modified spectral acceleration value SMi null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.832 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.442 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGA, 0.53 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.041 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.142 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1 RT 0.372 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.417 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1 D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) PGA,, 0.442 Uniform-hazard(2%probability of exceedance in 50 years)Peak Ground Acceleration CRS 0.912 Mapped value of the risk coefficient at short periods C'R1 0.891 Mapped value of the risk coefficient at a period of 1 s Cv 1.308 Vertical coefficient https://www.seismicmaps.org 1/2 9/12/23, 10:19 AM U.S.Seismic Design Maps DISCLAIMER While the information presented on this website is believed to be correct,SEAOC/OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.SEAOC/OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. https://www.seismicmaps.org 2/2 TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) —� TOLCO Fig 828 1 Fastener Information Orientation to Connecting Surface NFPAType B TOLCO Fig _ � - Fig 980 Fastener O Type Fig.828 Along Beam _ ® Diameter N/A , Length N/A TOLCO Maximum Load 1425 Ibs (646 kg) Fig 1001 Brace Identification on Plans Worst Case 6"Lateral Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 135 ft(10.7 m) 135 ft(10.7 m) 123.03 lb/ft(34.27 kg/m) 1806 Ibs(366 kg) Subtotal Weight 806 Ibs(366 kg) Wp(incl. 15%) 927 Ibs(420 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 484 Ibs(220 kg) 6" Sch.10 35 Maximum Fpw per 9.3.5.5.2(if applicable) 2269 Ib(1029 kg) fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 6" Lateral Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 35' 0" (10.67 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 35 ft(10.7 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 484 Ibs (220 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig.4L Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Across Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) TOLCO Fig 828 ea TOLCO Fig 980 r' Fastener Information O Orientation to Connecting Surface NFPAType B Fastener Type Fig.828 Across Beam o Diameter N/A TOLCO Fig 4L Length N/A Maximum Load 1425 Ibs (646 kg) t�----- —� Brace Identification on Plans Worst Case 6"Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 135 ft(10.7 m) 135 ft(10.7 m) 123.03 lb/ft(34.27 kg/m) 1806 Ibs(366 kg) Subtotal Weight 806 Ibs(366 kg) Wp(incl. 15%) 927 Ibs(420 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 484 Ibs(220 kg) 6" Sch.10 35 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 6" Longitudinal Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 35' 0" (10.67 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 35 ft(10.7 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 484 Ibs (220 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 See Fastener Information 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) Fastener Information RG.910 UNIVERSAL SWAY CONCRETE BRACEATTACHMENT ANCHOR Orientation to Connecting Surface NFPAType B b EEERPE Fastener Type Bolt O Diameter 1/2n. (12 mm) Length N/A RG,00, RP 001 Maximum Load 2050 Ibs (930 kg) Brace Identification on Plans 6"vertical Prying Factor N/A Brace Type Lateral [ ] Longitudinal[ ] 4-Way[X] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 130 ft(9.1 m) 130 ft(9.1 m) 123.03 lb/ft(34.27 kg/m) 1691 Ibs(313 kg) Subtotal Weight 691 Ibs(313 kg) Wp(incl. 15%O) 795 Ibs(360 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 415 Ibs(188 kg) 6" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceTM Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification 6"Vertical Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 m) Orientation of Brace Riser Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 30 ft(9.1 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 415 Ibs (188 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 Booth Structure Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Across Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) TOLCO Fig 828 Fastener Information TOLCO Fig 980 Orientation to Connecting Surface NFPAType B O Fastener ` Type Fig.828Across Beam �•a Diameter N/A + 0 ; Length N/A TOLCO Fig 1001 Maximum Load 1425 Ibs (646 kg) Brace Identification on Plans Worst Case 2'/z"Lateral Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) I Sch. 10 140 ft(12.2 m) I40 ft(12.2 m) 15.89 lb/ft(8.77 kg/m) 1236 Ibs(107 kg) Subtotal Weight 236 Ibs(107 kg) Wp(incl. 15%) 271 Ibs(123 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 142 Ibs(64 kg) 2.5" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 301 lb(136 kg) fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 21/2" Lateral Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2.5" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 40 ft(12.2 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 142 Ibs(64 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig.4L Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) TOLCO _+__`_'—_—_____� Fig 828 Fastener Information TOLCo Fig 980 Orientation to Connecting Surface NFPAType B 0 Fastener Type Fig.828 Along Beam Diameter N/A TOLCO Length N/A i`) , Fig 4L y Maximum Load 1425 Ibs (646 kg) - } Brace Identification on Plans Worst Case 21 'Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) I Sch. 10 140 ft(12.2 m) I40 ft(12.2 m) 15.89 lb/ft(8.77 kg/m) 1236 Ibs(107 kg) Subtotal Weight 236 Ibs(107 kg) Wp(incl. 15%) 271 Ibs(123 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 142 Ibs(64 kg) 2.5" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 21/2" Longitudinal Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2.5" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 40 ft(12.2 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 142 Ibs(64 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) —� TOLCO Fig 828 1 Fastener Information Orientation to Connecting Surface NFPAType B TOLCO Fig _ � - Fig 980 Fastener O Type Fig.828 Along Beam _ ® Diameter N/A , Length N/A TOLCO Maximum Load 1425 Ibs (646 kg) Fig 1001 Brace Identification on Plans Worst Case 2"Lateral Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2"(50 mm) I Sch. 10 120 ft(6.1 m) 120 ft(6.1 m) 14.22 lb/ft(6.28 kg/m) 184 Ibs(38 kg) Subtotal Weight 84 Ibs(38 kg) Wp(incl. 15%) 97 Ibs(44 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 50 Ibs(23 kg) 2" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 390 Ib(176 kg) fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 2" Lateral Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 20 ft(6.1 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 51 Ibs (23 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig.4L Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 Fig.828 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) TOLCO _+__`_'—_—_____� Fig 828 Fastener Information TOLCo Fig 980 Orientation to Connecting Surface NFPAType B 0 Fastener Type Fig.828 Along Beam Diameter N/A TOLCO Length N/A i`) , Fig 4L y Maximum Load 1425 Ibs (646 kg) - } Brace Identification on Plans Worst Case 2"Longitudinal Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2"(50 mm) Sch. 10 50 ft(15.2 m) 50 ft(15.2 m) 4.22 lb/ft(6.28 kg/m) 211 Ibs(96 kg) Subtotal Weight 211 Ibs(96 kg) Wp(incl. 15%) 243 Ibs(110 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 127 Ibs(57 kg) 2" Sch.10 50 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceT"Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification Worst Case 2" Longitudinal Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2" Sch.10 Steel Pipe Spacing of Brace 50' 0" (15,24 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.828 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 50 ft(15.2 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 127 Ibs(58 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member Bar Joist/I-Beam Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Emerald Fire Project Address: Quantum Windows&Doors Address: 11021 Cramer Rd NW Gig Harbor,WA98329 19827 74th Ave NE Phone: 2538572312 Powenng Business worldwide Arlington,WA Licence: .lob#223070 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch.40 See Fastener Information 45° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 min) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg) Fastener Information RG.910 UNIVERSAL SWAY CONCRETE BRACEATTACHMENT ANCHOR Orientation to Connecting Surface NFPAType B b EEERPE Fastener Type Bolt O Diameter 1/2n. (12 mm) Length N/A RG,00, RP 001 Maximum Load 2050 Ibs (930 kg) Brace Identification on Plans 2"vertical Prying Factor N/A Brace Type Lateral [ ] Longitudinal[ ] 4-Way[X] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5223 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2"(50 mm) I Sch. 10 130 ft(9.1 m) 130 ft(9.1 m) 14.22 lb/ft(6.28 kg/m) 1127 Ibs(58 kg) Subtotal Weight 127 Ibs(58 kg) Wp(incl. 15%O) 146 Ibs(66 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 76 Ibs(35 kg) 2" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceTM Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Quantum Windows&Doors Job#223070 19827 74th Ave NE Pnwr�d+�q Busrna�r LVmGievrdr Brace Identification 2"Vertical Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 m) Orientation of Brace Riser Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 30 ft(9.1 m) G-Factor Used 0.5223 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 76 Ibs (34 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 Booth Structure Calculations prepared by Austin Dooley *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 TOLBraceT" 8 Visit us at www.tolco.com Emerald Fire Fire Sprinkler Specialists 11505 Burnham Dr. Suite 201 Gig Harbor, WA 98332 Office: 253-857-2056 1 Fax: 253-857-2312 Fire Sprinkler Product Submittal Data Quantum Doors & Windows 19827 74th Ave N E Arlington, WA 98223 Fire Sprinkler Product Submittal Data Sprinklers Viking VK3521 3/4" *200 Chrome Sprinkler Head Viking VK2021 W *286 Chrome Sprinkler Head Viking VK2503 1' *286 Chrome Sprinkler Head Pipe & Fittings Potter VSR Flow Switch Reliable REL-300 Butterfly Control Valve Brady Valve lock-out cover Anvil/Gruvlock Fig 7045 Mechanical Branch line Tee Brousan Mannesmann Sch. 10 & 40 Black Pipe Tolco Fig 828 Seismic Attachment Tolco Fig. 4L Longitudinal Seismic Brace Tolco Fi. 1001 Lateral Seismic Brace Caddy— Unistrut Clamps Page 1 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 1. PRODUCT IDENTIFICATION This document covers the following product, hereafter referred to as "sprinkler": VK3021: Quick Response, Standard Coverage, , Pendent, K5.6 (80.6) Sprinkler. t- 1.2. INTENDED USE The sprinkler is intended to be used in automatic fire sprinkler systems as allowed by applicable approval authorities. The sprinkler must be used in accordance with:the sprinkler's Listings,Approvals, and associated design requirements. 2. the recognized design and installations standards issued, for example NFPA, FM, EN, VdS, or LPCB. 3. the latest revisions of all applicable manufacturer's documentation. Governmental codes, ordinances, and standards may apply and may differ from one another. A WARNING Cancer and Reproductive Harm www.P65Warnings.ca.gov 3. LISTING AND APPROVALS Refer to section 5 for details and requirements that must be followed. c&S cULus Listed VdS VdS Approved FM FM Approved CA UKCAApproved AP PROVED CE CE MED Approved =`LPCBa LPCB Approved F_110720 Rev 02 October2022 Page 2 of 9 VK3021 Quick Response J im ::pendent Sprinkler K5.6 (80.6) 4. TECHNICAL SPECIFICATIONS 4.1 Definitions Standard Pendent Sprinkler:A sprinkler intended to be oriented with the deflector below the frame so water flows downward through the orifice, striking the deflector and forming an umbrella-shaped spray pattern downward. These sprinklers are marked "SP/RP" (Standard Pendent/Recessed Pendent). When a standard pendent sprinkler is used with a recessed escutcheon, it becomes a recessed pendent sprinkler. Recessed Sprinkler:A spray sprinkler assembly intended for installation with a concealed piping system. The assembly consists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. NOTICE: Do not recess any sprinkler not listed or approved for use with the escutcheon. Refer to Section 5. Corrosion Resistant Sprinkler: A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material, for use in atmospheres that would normally corrode sprinklers. Sprinklers can be ordered as corrosion resistant sprinklers and can be used with escutcheons when allowed by the approval body. 4.2 Ratings and Physical Characteristics Parameter Value Minimum operating pressure 7 psi(0.5 bar) Maximum rated pressure UL:250 psi (17 bar)FM and CE: 175 psi (12 bar) Factory tested pressure 500 psi(35 bar) Thread size 1/2"NPT or 15 mm BSPT Nominal K—factor 5.6 U.S. (80.6) Minimum temperature rating(glass bulb) —65°F(-55°C) F_110720 Rev 02 October 2022 Page 3 of 9 :: VK3021 Quick Response pendent Sprinkler K5.6 (80.6) 4.3 Markings and Dimensions 11v111L�� A 1 G 3 JaS SR V/� F B C �v, E H o6. d "Q�Os-t SAC D C ,,d ( 5 E3� Figure—1 Markings Figure—2: Dimensions Ref Description Value A Response type QR:Quick Response B Listings and Approvals See sections 3 and 5 C Sprinkler type SP/RP: Standard Pendent/Recessed Pendent D Manufacture date(year) See marking E Nominal temperature rating See marking F Manufacturers Sprinkler Identification Number(SIN) VK3O21 G Nominal pipe engagement 7/16"(11 mm) H Height 1-15/16"(49 mm) F_110720 Rev 02 October 2022 Page 4 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 4.4 Materials of Construction NOTICE: Do not disassemble the sprinkler. 4 5 3 6 7 � 8 Figure—3 Sprinkler Components Ref Description Material 1 Compression screw Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 2 Deflector Stainless steel UNS S30400 3 Sprinkler body CW602N, UNS-C84400 or QM brass 4 Pip cap seal Polytetrafluoroethylene(PTFE) 5 Pip cap shell Stainless steel UNS-S44400 6 Belleville spring Nickel alloy 7 Pip cap disc Stainless steel UNS-S30100 8 Bulb Glass, nominal 0.10"(3 mm)diameter F_110720 Rev 02 October 2022 Page 5 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 5. LISTING AND APPROVAL DESIGN REQUIREMENTS 5.1 Listing and Approval Specifications Thread Size Approval Body Sprinkler cULus FM Base Part Number NPT BSPT Approval Maximum working Approval Maximum working Specification water pressure Specification water pressure 23870 1/2" — Al,A2X,A3Y 250 psi (17 bar) Al, B2X, B3Y 175 psi (12 bar) 23882 — 15 mm Al,A2X,A3Y 1 250 psi (17 bar) j Al B2X, B3Y 175 psi (12 bar) Additional Listings and Approvals Maximum WWP 175 psi (12 bar) CE LPCB VdS UKCA MED 23870 1/2" — Al, B2X, B3Y Al,A2X,A3Y Al Al,A2X,A3Y Al,A2X,A3Y 23882 — 15 mm Al, B2X, B3Y Al,A2X,A3Y Al Al,A2X,A3Y Al,A2X,A3Y Approval Specification (Temperature Ratings) Key: A= 135°F(57°C), 155°F(68°C), 175°F(79°C),200°F(93°C)and 286°F(141 °C) B= 135°F(57°C), 155°F(68°C), 175°F(79°C),and 200°F(93°C) Approval Specification (Finishes) Key: 1 =Brass, Chrome,White Polyester 2,3 Black Polyester2'3,and ENT 3,4 2=Brass, Chrome,White Polyester 2,3 and Black Polyester 2,3 3= ENT 3,4 Approval Specification (Escutcheons) Key: X= Installed with Viking Recessed Escutcheons Models E-1, E-2, E-3, NP-1, NP-2, and NP-3,or Viking Standard Surface Mounted Escutcheons Y= Installed with Viking Recessed Escutcheons Models E-1 and NP-1,or Viking Standard Surface Mounted Escutcheons 1 For complete part number,refer to Viking's current price list. 2 For White Polyester and Black Polyester,other colors are available upon request and will carry the same Listings and Approvals as the standard colors. 3 cULus Listed as corrosion resistant. 4 FM Approved as corrosion resistant. 5.2 cULus Listing Requirements and Details The sprinkler is cULus Listed as indicated in Table 5.1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. This sprinkler is designed for use in light and ordinary hazard occupancies. 5.3 FM Approval Requirements and Details The sprinkler is FM Approved as quick response Non—Storage pendent sprinkler as indicated in the FM Approval Guide. The sprinkler is also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of—3 psi (-207 mbar). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. For specific application and installation requirements, refer to the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). F_110720 Rev 02 October 2022 Page 6 of 9 VK3021 Quick Response J im ::pendent Sprinkler K5.6 (80.6) 5.4 Additional Approval Requirements and Details Refer to Table 5.1 for approved configurations allowed by each of the following approvals. • CE CPR: Standard EN 12259-1:1999 +A3:2006; Declaration of Performance DOP XT1A. • LPCB: Standard EN 12259-1:1999 +A3:2006; Certificate Number 096m. • VdS: Standard EN 12259-1:1999 +A3:2006; Certificate Number G 422006. • UKCA: Standard EN12259-1:1999 +A3:2006; Declaration of Conformity UKCA DOC_S5048. • MED: Standard EN 12259-1:1999 +A3:2006; Declaration of Conformity DOC_MED_XT1. For specific application and installation requirements, refer to the latest applicable governmental codes, ordinances, and standards for the installation location. 5.5 Corrosion Resistant Coatings The corrosion resistant coatings have passed the standard corrosion tests required by the approving agencies and are listed and approved as indicated in Table 5.1. These tests do not represent all possible corrosive environments. The Electro-less Nickel PTFE (ENT)finish passed the UL 199 thirty day corrosion test and is cULus listed and FM Approved as corrosion resistant. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. Prior to installation, verify that the coatings are compatible with, or suitable for, the proposed environment. The ENT finish has not been evaluated for environments containing chlorine, such as indoor swimming pools. It is not recommended for these applications. 5.6 Sprinkler Guards and Water Shields The sprinkler is approved for use with the Model XG Sprinkler Guard and the Model F-1 water shield. Refer to the Guards and Water Shields for XT1 Sprinklers technical data sheet for more information. 5.7 Escutcheons The sprinkler is approved for use with various styles of Viking escutcheons. Specific installation dimensions apply that must be observed. Refer to the sprinkler's Handling and Installation instructions for more information. 5.8 Available Temperature Ratings Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installation rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classification, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classification, depending upon sprinkler location, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. F_110720 Rev 02 October 2022 Page 7 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 6. ORDERING PROCEDURE 6.1 Sprinkler 1. Choose a sprinkler base part number with the required thread size and listing or approval (refer to section 5): 2. Add the suffix for the desired finish. 3. Add the suffix for the desired temperature rating. NOTE: For Polyester, insert the desired temperature rating suffix where the dash (—) is shown. EXAMPLE: 23870MB/W = VK3021 with white polyester finish and 155 °F (68 °C) nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C). 1. Sprinkler Base 2. Finish 3. Temperature Rating Part Number Nominal Maximum See Section 5 Description Suffix Temperature Bulb Ambient Suffix Rating Color Ceiling Temperature 23870 1/2"NPT Brass A 135°F(57°C) Orange 100°F(38°C) A 23882 15 mm BSPT Chrome F 155°F(68°C) Red 100°F(38°C) B White Polyester M—/W 175°F(79°C) Yellow 150°F(65°C) D Black Polyester M—/B 200°F(93°C) Green 150°F(65°C) E ENT JN 286°F(141 °C) Blue 225°F(107°C) G OPEN — — Z F_110720 Rev 02 October 2022 Page 8 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 6.2 Sprinkler Accessories 1 2 3 4 FIRE PROlECTO EQUIPmEr 7 5 6 8 I 9 10 Figure—4: Sprinkler Accessories Image Reference Part Number Description 1) 23559MB Straight wrench: required for proper installation 2) 23560MB Recessed socket wrench 3) 01724A Sprinkler cabinet: holds up to 6 sprinklers 4) 01725A Sprinkler cabinet: holds up to 12 sprinklers(not shown) 5 06419A Model E-1 Slip-on style recessed escutcheon 07902 Model E-1 Slip-on style recessed escutcheon(stainless steel) 6) 11038 Model E-2 Threaded recessed escutcheon 7) 18347 Model E-3 Threaded recessed escutcheon(large diameter outer cup) 8) 01960A Large standard flat surface mount escutcheon(steel) 09488 Large standard flat surface mount escutcheon(stainless steel) 9) 02960A Small standard flat surface mount escutcheon(steel) 07526 Small standard flat surface mount escutcheon(stainless steel) 10) 01961 B Large standard raised surface mount escutcheon(brass) F_110720 Rev 02 October 2022 Page 9 of 9 VK3021 Quick Response j im ::pendent Sprinkler K5.6 (80.6) 7. CONTACT The sprinkler and accessories are available through Viking distributors only. Contact your local Viking sales office which can be found on our website: Americas and Asia: www.vikinggroupinc.com/locations OR Europe, Middle East,Africa (EMEA): www.viking-emea.com/contact Manufacturer: Importer EU: Asia Pacific (APAC) Main Office: The Viking Corporation 5150 Beltway SE Viking S.A. The Viking Corporation(Far East)Pte. Ltd. Caledonia, MI 4 21,Z.I, Haneboesch 69 Tuas View Square Tel.: (800)968-9501 L-4562 Differdange/Niederkorn Westlink Techpark,Singapore 637621 Fax:269-818-1680 Tel.: +352 58 37 37—1 Tel: (+65)6 278 4061 Technical Services: 1-877-384-5464 Fax: +352 58 37 36 Fax: (+65)6 278 4609 vikinglux@viking—emea.com vikingAPAC@vikingcorp.com techsvcs@vikingcorp.com F_110720 Rev 02 October 2022 Page 1 of 6 UR Model XT-1 Pendent NIKJNG* • Sprinklers or b V1Hcranmpa!�Te N nyCHere npo,gyKTa B eKcnnoarauHA Iv Produkta iemontesanu un ekspluatacijas saksanau g camo aKo CnegHara 1/1HcrpyKLtN5;a ACHo pa36paHa. veikt tikai tad,ja dota instrukcija it pilnTba saprasta. Cs Namontujte a spustle do provozu produkt pouze It Produktq montuokite it prad6kite eksploatuoti tik tehdy, kdyzjste jasn6 pochopili tento navod. tuomet,jei aiskiai suprantatesiq instrukcija. de Du ma kun montere og idriftsaette produktet, hvis du Mt Installa u haddem il-prodott biss jekk 1-istruzzjonijiet li har forstaet folgende vejledning til fulde. gejjin jinftiehmu Umod car. Produkt nur einbauen and in Betrieb nehmen,wenn Product alleen installeren en in gebruik nemen,als de die nachfolgende Anleitung klar verstanden wird. nl de volgende instructies begrepen zijn. H eyKaTa07a6n Kai etGn 6e ACIToupyia Tou Trpc;&ToS Ikke installer og to i bruk produktet uten at folgende el £rnTperrovTai povo eav of aKol`ou&e obnyieS tXouv no anvisninger er tydelig forstatt. yivei KaTavonTtS. en Do not install and commission the product unless you I Produkt nalezy montowac i uruchamiac tylko wtedy, have clearly understood the instructions below. p gdy ponizsze instrukcje sq w pelni zrozumiale. Instalar el producto y ponerlo en funcionamiento solo Instalar e colocar o produto ern funcionamento es cuando se hayan comprendido claramente las pt somente se as instrup6es a seguir forem claramente siguientes instrucciones. compreendidas. et Paigaldage toode ja kasutage seda ainult siis, kui ro Montati produsul si puneti-I in functiune numai daca saate alljargnevast juhendist selgelt aru. instructiunea urmatoare este inteleasa clar. Tuotteen saa asentaa ja ottaa kayttoon vain,jos He ycraHasnNBat Te H He npV1HNMaNTe fi jaljempana oleva ohje ymmarretaan selvasti. ru 060pyg0BaHme B Ncnnyar&uwio, ecnM Bbi 4eTKo He n0HAnN MHCTpyKLANN HwKe fir instructions et ne mettre en service le produit que si les sk Namontujte a spustite do prevadzky vyrobok iba instructions suivantes ont ete clairement comprises. vtedy, pokial'ste jasne pochopili tento navod. ga Na dean an tairge a shuiteail agus a choimisiunu sl Izdelek vgradite in zazenite samo,ce ste dobro mura dtuigeann to na treoracha thios go soileir. razumeli navodila v nadaljevanju. hr Ne instalirajte i ne pustajte proizvod u rad ako niste sr He MHCTanmpajTe A He nywrajre np01/13130q y pa,q aKo jasno razumjeli donje upute. HNCTe jaCHo pa3yMeilm ynyrCTBa y HacTaBKy. Csak akkor epitse be a termeket es helyezze Montera och driftsatt produkten endast om du forstar hu uzembe, ha a kovetkezo utmutatot egyertelmuen sv den efterfoljande instruktionen. megertette. Is Settu ekki upp e6a taktu voruna i notkun nema pu tr A�agidaki talimatlan agikga anlamadan urunu hafir skili6 greinilega lei6beiningarnar her a6 ne6an. kurmayin ve devreye almayin. it Montare it prodotto a metterlo in funzione solo se si sono compreee appieno le seguenti istruzioni. 1. PRODUCT IDENTIFICATION This document covers the following products, hereafter referred to as "sprinkler": • VK1021 Standard Response Pendent Sprinkler K5.6 (80.6) • VK2021 Standard Response Pendent Sprinkler K8.0 (115) • VK2022 Standard Response Pendent Sprinkler K8.0 (115) • VK3021 Quick Response Pendent Sprinkler K5.6 (80.6) • VK3521 Quick Response Pendent Sprinkler K8.0 (115) • VK3522 Quick Response Pendent Sprinkler K8.0 (115) 2. OTHER APPLICABLE DOCUMENTS For intended use and relevant conditions for the safe use of the specific sprinkler refer to the appropriate Technical Data Sheet. F_030722 Rev 01 August 25,2022 Page 2 of 6 UR N41KJNG* Model XT-1 Pendent Sprinklers 3. TRANSPORT AND HANDLING A WARNING A damaged or compromised sprinkler poses the risk of fatal consequences. Damaged or compromised sprinklers will not operate properly which could lead to loss of life. • NEVER use a sprinkler that has been exposed to temperatures exceeding the maximum allowed ambient temperature. • NEVER use a sprinkler with a loss of liquid from the glass bulb or damage to the fusible element.A small bubble should be visible within the glass bulb; rotate the sprinkler to a horizontal position while observing the bulb to see the bubble. • NEVER use a sprinkler that has been dropped or damaged. • ALWAYS Protect the sprinkler from mechanical damage during storage, transport, and handling. • NEVER use sprinklers that have been painted by anyone other than the manufacturer. • ALWAYS protect sprinklers from being painted during installation or replacement in accordance with the installation standards. • NEVER clean sprinklers with anything other than 7 psi or lower compressed air. • NEVER apply soap, water, ammonia, adhesives, solvents or any other fluids on sprinklers. • Destroy every damaged or compromised sprinkler. NOTICE Protect sprinklers during transport and handling. • ALWAYS handle the sprinkler with care. • ALWAYS keep the protective cap on the sprinkler during transport and handling. • NEVER remove the protective cap until the fire sprinkler system is placed in service and the potential for mechanical damage no longer exists. • ALWAYS protect the sprinkler from direct sunlight during transport and handling. • ALWAYS store sprinkler in a cool, dry, protected area. • ALWAYS use original manufacturer's shipping containers. • NEVER store a sprinkler loose in a box, bin, bucket, or other type of container. • ALWAYS keep the sprinkler separated from other sprinklers. • NEVER allow metal parts to contact the sprinkler operating elements. NOTE:If the glass bulb included on the sprinkler has been exposed to ultraviolet light, the color inside the bulb may fade. This color change does not affect the operation of the sprinkler. now ] CORRECT CORRECT CORRECT (Bulb intact, bubble visible) (Protective caps in place) Container - 1 y INCORRECT INCORRECT INCORRECT (bulb cracked, fluid missing) (Protective caps not in place) (Stored loose in a box) F_030722 Rev 01 August 25,2022 Page 3 of 6 UR N41KJNG* Model XT-1 Pendent Sprinklers 4. INSTALLATION A WARNING Installation by insufficiently qualified personnel poses the risk of fatal consequences. • This sprinkler must be installed properly by qualified personnel familiar with safe practices and applicable and recognized design and installation standards issued, for example, by NFPA, FM, VdS, or LPCB, and trained how to properly perform the installation procedures. A WARNING Incorrect recessed installation poses the risk of fatal consequences. • For recessed applications, this sprinkler must be installed according to the dimensions shown in Figure 1. A CAUTION Cutting Hazard. Sprinklers, accessories, cabinets, and packaging can have sharp edges that can cause cuts. • Wear appropriate personal protective equipment(gloves)while handling product. Ceiling opening size: Minimum:2 5/16"(59 mm) Model E-1 Recessed Maximum:2 1/2"(64 mm) Escutcheon Model E-2 or Recessed Escutcheon `�(E-3 Outer ring has a larger diameter) Man Min. 13/16" Min. 15/16" Max. 1 7/16" (21 mm) Max. 1 3/4" (24 mm) (37 mm) (44 mm) Ceiling opening size: Minimum:2 5/16"(59 mm) Maximum:2 1/2"(64 mm) 1 7/16" Standard Surface-Mounted Escutcheon (37 mm) Figure—1 Installation Dimensions with Viking Escutcheons F_030722 Rev 01 August 25,2022 Page 4 of 6 UR Model XT-1 Pendent N11UNG* Sprinklers Optional Guards, Shields, and Escutcheons: If the sprinkler shall be installed together with a guard, shield, or escutcheon refer to the applicable documents for the products used. 1. Install all required piping in the intended installation location. 2. Verify that the sprinkler model/style, K-factor, temperature rating, and response characteristics are appropriate for the intended installation location. See Table 1 and Figure 5. 3. Inspect the sprinkler for damage. Destroy every damaged or compromised sprinkler. The following are examples in which sprinklers are considered damaged or compromised. Replace the sprinkler in the following cases: • Sprinkler with a loss of fluid from the glass bulb or damage to the fusible element. • Sprinklers that have been field painted, caulked, or mechanically damaged. • Sprinklers showing signs of corrosion. 4. Verify that the sprinkler is protected with the protective cap or clip. 5. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only. Do not allow a build-up of compound inside the sprinkler inlet (Figure 2). lh ` Figure—2 6. If applicable, Install the escutcheon on the sprinkler threads. 7. NOTICE: Do not use the deflector to start threading the sprinkler into a fitting. Use ONLY the approved wrench to install the sprinkler. Refer to the sprinkler's Technical Data Sheet. a) For recessed sprinkler wrench (Figure 3a): Carefully slide the wrench sideways around the protective cap and push upwards to engage with the sprinkler wrench flats. b) For the standard sprinkler wrench (Figure 3b): Carefully slide the wrench onto the sprinkler wrench flats. a b Figure—3 F_030722 Rev 01 August 25,2022 Page 5 of 6 UR N41KJNG* Model XT-1 Pendent Sprinklers 8. NOTICE: Over-tightening the sprinkler can cause permanent damage. For 1/2" NPT(or 15 mm BSPT) sprinkler, tighten up to a maximum torque of 14 ft-Ibs (19 Nm). For 3/4" NPT (or 20 mm BSPT) sprinkler, tighten up to a maximum of 20 ft-Ibs (27,1 Nm). Tighten the sprinkler as necessary (Figure 4a and 4b). If applicable, install a sprinkler guard and water shield. a b Figure-4 9. NOTICE: Sprinkler protective caps/clips must be removed from the sprinkler before placing the system in service. Test the entire sprinkler system. Refer to the applicable system documentation, regulations, and standards to ensure compliance. Table 1: Sprinkler Markings Ref Parameter A Response type B Listings and approvals A C Sprinkler type 5 Sa �K,o�j F a �T D Manufacture date B e E Nominal temperature rating F Manufacturer's Sprinkler Identification Number(SIN) c d S Figure-5 F_030722 Rev 01 August 25,2022 Page 6 of 6 UR N41KJNG* Model XT-1 Pendent Sprinklers 5. CONTACT The sprinkler and accessories are available through Viking distributors only. Contact your local Viking sales office which can be found on our website: Americas and Asia: www.vikinggroupinc.com/locations OR Europe, Middle East,Africa (EMEA): www.viking-emea.com/contact Manufacturer: Importer EU: Asia Pacific (APAC) Main Office: The Viking Corporation Viking S.A. The Viking Corporation(Far East)Pte. Ltd. 5150 Beltway SE 21,Z.l, Haneboesch 69 Tuas View Square Caledonia, MI 49316 L-4562 Differdange/Niederkorn Westlink Techpark,Singapore 637621 Tel.: (800)968-9501 Fax:269-818-1680 Tel.: +352 58 37 37—1 Tel: (+65)6 278 4061 Technical Services: 1-877-384-5464 Fax: +352 58 37 36 Fax: (+65)6 278 4609 vikinglux@viking—emea.com vikingAPAC@vikingcorp.com techsvcs@vikingcorp.com F_030722 Rev 01 August 25,2022 Page 1 of 3 UR N41KJNG* Model XT-1 Sprinklers 1. PRODUCT IDENTIFICATION This document covers the following product, hereafter referred to as "sprinkler" (SR=Standard Response, QR=Quick Response): • VK1001 SR Upright Sprinkler K5.6(80.6) VK3021 QR Pendent Sprinkler K5.6(80.6) • VK2001 SR Upright Sprinkler K8.0(115) VK3521 QR Pendent Sprinkler K8.0(115) • VK2002 SR Upright Sprinkler K8.0(115) VK3522 QR Pendent Sprinkler K8.0(115) • VK3001 QR Upright Sprinkler K5.6(80.6) VK1181 SR Conventional Sprinkler K5.6(80.6) • VK3501 QR Upright Sprinkler K8.0(115) VK1201 SR Conventional Sprinkler K8.0(115) • VK3502 QR Upright Sprinkler K8.0(115) VK1202 SR Conventional Sprinkler K8.0(115) • VK1021 SR Pendent Sprinkler K5.6(80.6) VK3101 QR Conventional Sprinkler K5.6(80.6) • VK2021 SR Pendent Sprinkler K8.0(115) VK3541 QR Conventional Sprinkler K8.0(115) • VK2022 SR Pendent Sprinkler K8.0(115) VK3542 QR Conventional Sprinkler K8.0(115) A WARNING Cancer and Reproductive Harm www.P65Warning.ca.gov 2. OTHER APPLICABLE DOCUMENTS For intended use and relevant conditions for the safe use of the specific sprinkler, refer to the appropriate Technical Data Sheet. In case an installed sprinkler needs to be replaced, refer to the appropriate Handling and Installation Instructions for the installation of the new sprinkler. 3. MAINTAINING OPERATIONAL READINESS Functionality During fire conditions, the operating element fuses or shatters (depending on the type of sprinkler), releasing the pip cap and sealing assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to control or extinguish the fire. A WARNING This section contains important safety information. Read and follow all information. Damaged or Compromised Sprinklers Damaged or compromised sprinklers will not operate properly which could lead to loss of life. • NEVER clean, paint, or caulk sprinklers. • NEVER apply soap, water, ammonia, adhesives, solvents or any other fluids on sprinklers. • NEVER expose sprinklers to temperatures exceeding the maximum allowed ambient ceiling temperature. See the Technical Data Sheet. • ALWAYS replace a compromised or damaged sprinkler. • NEVER attempt to repair or reassemble a sprinkler. • ALWAYS replace operated sprinklers and cover assemblies and sprinklers exposed to corrosive products of combustion. • Replacement of sprinklers must only be performed following the instructions in section 4. The following are examples in which sprinklers are considered damaged or compromised. Replace the sprinkler in the following cases: • Sprinkler with a loss of fluid from the glass bulb or damage to the fusible element. • Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged. • Sprinklers showing signs of extraordinary corrosion. F_031022 Rev 01 August 25,2022 Page 2 of 3 UR N41KJNG* Model XT-1 Sprinklers Obstructions and obstacles Obstructions and obstacles may compromise sprinkler discharge patterns which are critical for proper fire protection. • NEVER attach items to sprinklers or hang items from the ceiling in an area protected with sprinklers. • NEVER install walls in areas protected with sprinklers without having a specialized company verifying the design of the sprinkler system. • ALWAYS remove obstructions and obstacles to sprinkler spray patterns. Sprinkler systems that have been subjected to a fire Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. • After an event of fire, the entire sprinkler system must be inspected for damage and repaired as necessary. • Refer to the minimum requirements of the Authority Having Jurisdiction for replacement of sprinklers. • Consider the employment of a fire patrol as long as the sprinkler system is out of service. Inspections and testing The owner is responsible for having the sprinklers inspected and tested according to standards of the applicable approval body and to the requirements of the Authority Having Jurisdiction to maintain proper operating condition of the system. • Sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. Frequency of inspections may vary due to corrosive atmospheres, water supplies, and activity around the sprinkler. The applicable approval body or Authority Having Jurisdiction may require sprinklers to be replaced after a specified term of service. • Refer to the standards of the applicable approval body, such as NFPA, FM, VdS, or LPCB, and the requirements of the Authority Having Jurisdiction for detailed inspection, testing and replacements requirements. Sprinklers removed from the system for testing or for any other purpose must be replaced according to section 4. 4. REMOVAL AND REPLACEMENT A WARNING Removal and replacement of sprinklers by insufficiently qualified personnel poses the risk of fatal consequences in case of fire. • Removal or replacement of sprinklers must be performed by qualified personnel familiar with safe practices and applicable and recognized design and installation standards issued,for example, by NFPA, FM,VdS, or LPCB, and trained how to properly perform the installation procedures. A WARNING Removal and replacement of sprinklers will temporarily eliminate the fire protection capabilities of the sprinkler system. • Consider the employment of a fire patrol in the affected area. • Prior to proceeding, notify all Authorities Having Jurisdiction. F_031022 Rev 01 August 25,2022 Page 3 of 3 UR N41KJNG* Model XT-1 Sprinklers A WARNING Re-installation of a removed sprinkler may compromise the operational safety of the sprinkler system. • NEVER reinstall a removed sprinkler. • ALWAYS use new sprinklers for replacement. 1. Select new sprinklers with identical performance characteristics as well as respective accessories such as escutcheons, cover plates, and protective caps.A stocked spare sprinkler cabinet may be provided for this purpose on site. 2. According to appropriate system description and/or valve instructions, remove the system from service, drain all water, and relieve all pressure on the piping. 3. Only for flush and concealed style sprinklers: Remove the ceiling ring or cover plate assembly of the old sprinkler by gently unthreading or pulling it off the sprinkler body (depends on the sprinkler model used). 4. Use the proper sprinkler wrench for the old sprinkler according to its Technical Data Sheet. 5. Only for flush and concealed style sprinklers, but not for domed concealed sprinklers: Replace the plastic protective cap over the old sprinkler and fit the wrench over the cap. 6. Use the wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 7. Install the new sprinkler by following its Handling and Installation Instructions. 8. Place the system back in service and secure all valves. 9. Check for and repair all leaks. 5. DISPOSAL At end of use the product described here should be disposed of via the national recycling system. 6. CONTACT The sprinkler and accessories are available through Viking distributors only. Contact your local Viking sales office which can be found on our website: Americas and Asia: www.vikinggroupinc.com/locations OR Europe, Middle East,Africa (EMEA): www.viking-emea.com/contact Manufacturer: Importer EU: Asia Pacific (APAC) Main Office: The Viking Corporation E Viking S.A. The Viking Corporation(Far East)Pte. Ltd. 5150 Beltway S Caledonia, MI 4 21,Z.I, Haneboesch 69 Tuas View Square Tel.: (800)968-9501 L-4562 Differdange/Niederkorn Westlink Techpark,Singapore 637621 Fax:269-818-1680 Tel.: +352 58 37 37—1 Tel: (+65)6 278 4061 Technical Services: 1-877-384-5464 Fax: +352 58 37 36 Fax: (+65)6 278 4609 vikinglux@viking—emea.com vikingAPAC@vikingcorp.com techsvcs@vikingcorp.com F_031022 Rev 01 August 25,2022 Page 1 of 1 C REGULATORY AND HEALTH WARNINGS -N41KJNG4 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene,titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Page 1 of 5 R VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK2021 Standard Response Pendent Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart. 2. LISTINGS AND APPROVALS C&us UL Listed: Category VNIV FM FM Approved: Classes 2001, 2015, 2043 Also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of-3 PSI(-207 mbar) ( E CE: Standard EN12259-1, DOP_XT1A_1-3-21 Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 PSI (0.5 bar) Rated to: 175 PSI (12 bar) WWP Factory tested hydrostatically to 500 PSI (34.5 bar) Thread size: 3/4" NPT(20 mm BSPT) WARNING:Cancer and Reproductive Her Nominal K-factor: 8.0 U.S. (115 metric) www.P65Warnings.ca.gov Glass-bulb fluid temperature rated to-65 °F (-55 °C) Metric K-factor measurement shown is in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass CW602N, UNS-C84400 or OM Brass Deflector: Stainless Steel UNS S30400 Pip Cap Shell - UNS-S44400 Pip Cap Disc- Stainless Steel UNS-S30100 Belleville Spring - Beryllium Nickel UNS-N03360 Pip Cap Seal - Polytetrafluoroethylene (PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 5 mm diameter Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. • Risk of permanent damage. Over-tightening the sprinkler can cause permanent damage. > Tighten the sprinkler to a MAXIMUM torque of 20 ft-lbs (27.1 N-m). 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers are available through a network of domestic and international distributors.See the website for the closest distributor or contact Viking. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_110120 21.04.02 Rev 21.1 Replaces page F_110120 Rev 20.1 (Added CE Approval) Page 2 of 5 R VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1: ORDERING •R • Instructions: Using the sprinkler base part number, (1) add the suffix for the desired Finish (2) add the suffix for the desired Temperature Rating. Sprinkler Size 1: Finishes 2: Temperature Ratings Base Part NPT BSPT , Max.Ambient Ceiling Number Inch mm Description Suffix Nominal Rating Bulb Color Temperature' Suffix 238767 1/2 1 Brass A 135 °F (57 °C) Orange 100 °F (38 °C) A 23888' -- 1 15 Chrome F 155 °F (68 °C) Red 100 °F (38 °C) B White Polyester 46 M-/W 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 4.6 M-/B 200 °F (93 °C) Green 150 °F (65 °C) E ENT 4,5,6 JN 286 °F (141 °C) Blue 225 °F (107 °C) G OPEN -- -- Z Example: 23876MB/W = VK2021 with white polyester finish and 155 °F (68 °C) nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100°F(38°C)meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature-rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Standard Wrench: Part number 23559MB B. Recessed Socket Wrench: Part number 23560MB2 Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A B. 6-12 sprinklers: Part number 01725A Footnotes I Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix.See example above. z. Requires a 1/2"ratchet which is not available from Viking. 3. Based on NFPA 13, NFPA 13R,and NFPA 13D. Other limits may apply, depending on fire loading,sprinkler location, and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. 4. LIL Listed as corrosion resistant. 5. FM Approved as corrosion resistant. 6. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart.These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway. 7 LIL Listed for 250 PSI(17 bar)WWP. 7/16"(11 mm) Nominal Pipe B Engagement :j A 3/4"' N��20 mm Top View T 2 (51 mm) Figure 1: Sprinkler Wrenches Figure 2: Sprinkler Dimensions Form No. F_110120 21.04.02 Rev 21.1 Page 3 of 5 R VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es)� Viking Standard Response Pendent Sprinkler Temperature(s)l A 1 x KEY VK2021 K8.0 (115 metric) Maximum 175 PSI (12 bar) WWP Escutcheon(s),If applicable Thread Size Listings and Approvals2,6 Sprinkler Base NPT BSPT UL FM CEs Part Number' Inch mm Approval Listings Approval Listings Approval Listings 23876 3/4 -- Al, B2X, 133Y Al, B2X, 133Y C1, D2X, D3Y 23888 -- 20 Al, B2X, 133Y Al, B2X, 133Y C1, D2X, D3Y Approved Temperature Ratings: A= 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 °C) B = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) C = 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C)and 286 °F (141 °C) D = 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Approved Finishes: 1 = Brass, Chrome, White Polyester 3,4, Black Polyester 3,4, and ENT4,5 2 = Brass, Chrome, White Polyester 3,4, and Black Polyester 3,4 3 = ENT4,5 Approved Escutcheons: X= Installed with Viking Recessed Escutcheons Models NP-1, NP-2, and NP-3, or Viking Standard Surface Mounted Escutcheons Y= Installed with Viking Model NP-1 Recessed Escutcheon OR Standard Surface Mounted Escutcheons Footnotes 1 Base Part number is shown.For complete part number,refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. 4 cULus Listed as corrosion resistant. 5 FM Approved as corrosion resistant. 5 CE:Standard EN12259-1,Declaration of Performance DOP XT1A 1-3-21. DESIGN CRITERIA - UL cULus Listing Requirements: The Viking VK2021 Standard Response Pendent Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light, Ordinary, and Extra Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers shall be followed. IMPORTANT:Always refer to Form Number F 091699 -Care and Handling of Sprinklers.Also refer to Form Number F 080614 for general care, installation, and maintenance information.Viking sprinklers are to be installed in accordance With the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_110120 21.04.02 Rev 21.1 Page 4 of 5 R VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com DESIGN CRITERIA- FM FM Approval Reauirements: The Viking VK2021 Standard Response Pendent Sprinkler is FM Approved as standard response Non-Storage Pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT.Always refer to Form Number F 091699 -Care and Handling of Sprinklers.Also refer to Form Number F 080614 for general care, installation, and aintenance information.Viking sprinklers are to be installed in accordance With the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB,APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. 1.Install the escutcheon inner ring 2.Carefully slide the wrench**sideways 3.Install the sprinkler and escutcheon onto the sprinkler threads. around the protective cap then push assembly into the pipe fitting. Be sure upwards to engage with the sprinkler the escutcheon outer ring contacts wrench flats. the surface of the finished ceiling. -NO WON t t Figure 3: Recessed Installation (with Recessed Socket Wrench) **A 1/2"ratchet is required(not available from Viking). 1.Install the escutcheon onto the 2.Carefully slide the wrench onto the 3.Install the sprinkler and escutcheon sprinkler threads. sprinkler wrench flats. assembly into the pipe fitting.Be sure the escutcheon contacts the surface of the finished ceiling. N. Figure 4: Installation (with Standard Wrench) Form No. F_110120 21.04.02 Rev 21.1 Page 5 of 5 R VK2021 STANDARD RESPONSE PENDENT SPRINKLER (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Model NP-2 or NP-3 Model NP-1 Recessed Thread-On Recessed Escutcheon 2-1/8"(54 mm) Ceiling opening size: 2-1/8"(54 mm Escutcheon Minimum:2-5/16"(59 mm) (NP-3 Outer ring has a Maximum:2-1/2"(64 mm) larger diameter) Min.�13/16" Min.�15/16" Max. 1-7/16" (21 mm) Max. 1-3/4" (24 mm) (37 mm) (44 mm) . Ceiling opening size: Minimum:2-5/16"(59 mm) Maximum:2-1/2"(64 mm) 1-7/16" (37 mm) Standard Surface-Mounted Escutcheon Figure 5: Installation Dimensions with Viking Escutcheons Form No. F_110120 21.04.02 Rev 21.1 Replaces page F_110120 Rev 20.1 (Added CE Approval) Page 1 of 9 R STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. 1. DESCRIPTION Viking Standard Response Ordinary Hazard Dry Horizontal Sidewall Sprinklers \ are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. The large orifice dry sidewall sprinkler allows greater flows at lower pressures than standard orifice sprinklers. The sprinklers carry an expanded approval for installation from 4" to 12" below the ceiling. Viking Standard Response Ordinary Hazard Dry Horizontal Sidewall Sprinklers are available in various finishes and temperature ratings to meet design requirements.The special Polyester and Electroless Nickel PTFE (ENT)coatings have been investigated for installation in corrosive atmospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. NOTE:When installed in some corrosive environments,the Polyester finish may change color. This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such. All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. 2. LISTINGS AND APPROVALS C OL us cULus Listed: Category VNIV WARNING:Cancer and Reproductive Harm- www.P65Warnings.ca.gov NYC Approved: MEA 89-92-E, Volume 37 Refer to the Approval Chart on page 3 and Design Criteria on page 4 for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2005. Minimum Operating Pressure: 7 PSI (0.5 bar) Maximum Working Pressure: 175 PSI (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1" NPT or 25 mm BSPT Nominal K-Factor: 8.0 U.S. (115.2 metric")for lengths up to 48". * Metric K-factor measurement shown is when pressure is measured in bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55 °C) Covered by U.S. Patent numbers: 8,636,075 and 8,376,060 and 10,220,231 Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 Pip Cap and Adapter: Brass UNS-C36000 Orifice: Copper UNS-C11000 or UNS-C21000 Tube: ERW Hydraulic Steel Tube Inlet and Barrel End: QM Brass or Brass UNS-C31400 or Brass UNS-C31600 Support(Internal): Brass UNS-C36000 or Brass UNS-C31400 or Brass UNS-C31600 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Form No. F 022817 20.04.16 Rev 20.1 Replaces Form No. F_022817 Rev 19.1 (Removed 15610; replaced seal 19398 with 22087.) Page 2 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Ordinary Hazard Dry Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension)to sprinkler base part number. Order in a specific length noted as the "A" dimension (see Figures 3, 5, 6, and 7). The "A" dimension is the distance from the face of the fitting (tee)to the desired finished surface of the wall in which it is to be installed.These sprinklers are listed and approved in lengths from 1-1/2"to 45-1/2"(38 mm to 1,156 mm)for the adjustable standard style, 3"to 47"(76 mm to 1,194 mm)for the plain barrel style, and 3-1/4"to 47-1/2" (83 mm to 1,207 mm)for the adjustable recessed style. Lengths exceeding the standard lengths are available, with no approvals, on a "made-to-order" basis: Recessed Dry Horizontal Sidewall up to 64-1/4 (1,632 mm). Adjustable Standard Dry Horizontal Sidewall up to 63-1/2" (1,613 mm). Plain Barrel Dry Horizontal Sidewall up to 65" (1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass =A, Chrome = F, White Polyester= M-/W, and ENT=JN Temperature Suffix: 155 °F (68 °C)= B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G Escutcheon Suffix = Y for the adjustable recessed sprinkler with the Model G-1 Escutcheon (no suffix needed for the Model E-1 Escutcheon). For example, sprinkler VK2543 with 1" NPT Threads, Chrome finish, 155 °F (68 °C)temperature rating, a Model G-1 Escutcheon, and "A" length of 10" = Part No. 21481UFBY10. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 07297W/B (available since 1991) B. Wrench for recessed sprinklers: Part No. 07565W/B** (available since 1991) **A'Yi' ratchet is required (not available from Viking). Replacement Escutcheons: A.Adjustable Standard Dry Escutcheon: Base Part No. 08086F B. Model E-1 Recessed Dry Escutcheon Cup: Base Part No. 05459A soma< C. Model G-1 Recessed Dry Escutcheon Cup: Base Part No. 20133 D. Seal Part No. 22087M/W Figure 1: Standard Sprinkler Wrench 4. INSTALLATION 07297W/B Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Standard Response Ordinary Hazard Dry Horizontal Sidewall Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_022817 20.04.16 Rev 20.1 Page 3 of 9 R STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.0K) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Classification Sprinkler Nominal Temp.Rating' Maximum Ambient Ceiling Temperaturez Bulb Color Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F(65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F(65 °C) Green High 286 °F (141 °C) 225°F(107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, and ENT Corrosion-Resistant Coating',': White Polyester and ENT in all temperature ratings Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Note: These coatings are NOT cor- rosion proof. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. °When installed in some corrosive environments,the Polyester finish may change color.This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such.All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. Approval Chart Temperature KEY Standard Response Ordinary Hazard Dry Finish Horizontal Sidewall Sprinklers(8.0K) AlXF Escutcheon(if applicable) Maximum 175 PSI (12 bar)WWP Sprinkler Thread Size Nominal Order Length Listings and Approvals° Base Part SIN Style K-Factor2 Increment (Refer also to Design Criteria.) Number NPT BSPT Inches mm cULus' FM NYC6 VdS LPCB CE MED 21487U VK2523 Adjustable 1" 1/2" 12.7 Al,A5 Al 21488U VK2523 Standard 25 mm 1/2" 12.7 Al,A5 Al 21481U VK2543 Adjustable 1" 8.0 U.S. 1/4" 6.35 B2, B6 B2 21482U VK2543 Recessed 25 mm (115.2 metriC3) 1/4" 6.35 B2, B6 B2 21493U VK2503 Plain 1" 1/2" 12.7 A3 A4 21494U VK2503 Barrel 25 mm 1/2" 12.7 A3 A4 - - Approved Finishes and"A" Dimensions 1 -Chrome or White Polyester'sprinkler with a Chrome or White Polyester Sleeve and Escutcheon Approved Temperature Ratings with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm) A-155°F(68°C), 175°F(79°C),200°F(93°C),and 2-Chrome or White Polyester'with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) 286°F(141 °C) 3-Chrome,Brass,White Polyester',or ENT'with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) B- 155°F(68°C), 175°F(79°C),and 200°F(93°C) 4-Chrome or Brass with"A"dimensions 3"to 47"(76.2 mm to 1,194 mm) 5-ENT'sprinkler with an ENT'Sleeve and Escutcheon with"A"dimensions 1-1/2"to 45-1/2"(38.1 mm to 1,156 mm) 6-ENT'with"A"dimensions 3-1/4"to 47-1/2"(82.5 mm to 1,207 mm) Footnotes ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths ("A" Dimensions indicated above). 3 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. °This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U.S.and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E,Vol.37. 'cULus Listed as corrosion resistant. Form No. F_022817 20.04.16 Rev 20.1 Page 4 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. DESIGN CRITERIA (Also refer to the Approval Chart.) cULus Listing Requirements: Standard Dry Horizontal Sidewall Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies with smooth,flat ceilings only. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft. (1.8 m). • Deflector must be positioned between 4" and 12" (102 mm and 305 mm) below the ceiling. Keep the leading edge of the deflector and the centerline axis of the sprinkler frame oriented parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB, APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards, whenever applicable. Step 1: Carefully slide the wrench sideways around ` the deflector and protective shield as shown. t'J,e Sprinkler Wrench (Part No.07565W/B)""for installing recessed dry sprinklers. Step 2: • Press the wrench onto the sprinkler wrench �.� flats and turn slightly to ensure engagement with the wrench flats. Figure 2: Wrench 07565W/13 for Adjustable Recessed Dry Horizontal Sidewall Sprinklers **NOTE:A 1/2"ratchet is required and not available from Viking. Form No. F_022817 20.04.16 Rev 20.1 Page 5 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Ref Variable Parameter Minimum Maximum 1 Wall opening 1-3/4"(45 mm) 2-1/4"(57 mm) 2 Deflector to ceiling distance 4"(102 mm) 12"(305 mm) 3 Deflector to wall distance 3-1/4"(83 mm) 5-1/4"(113 mm) Ref Fixed Parameter Value 4 Escutcheon depth 13/16"(21 mm) 5 Escutcheon outer diameter 3-1/16"(78 mm) Finished Wall 6 Top of deflector to centerline 5/8"(16 mm) A o ' 0 Determining the "A" Dimension:Adjustable Standard HSW Sprinkler 1. Determine the distance from the face of the tee to the finished face of the wall. 2. Round to the nearest 1/2" (13mm) between 1-1/2" (38 MM) and 45-1/2" (1,156 mm). NOTE:The deflector will extend approximately 4-1/4" (108 mm)from the wall with 2"(+/- 1" (25 mm)horizontal adjustment available. 0 To locate the deflector at the maximum distance from the wall, with no adjustment available, order the standard dry horizontal sidewall sprinkler 1" (25 mm) longer than the "A" Dimension. To locate the deflector at the minimum distance from the wall, with no adjustment available, order the — standard dry horizontal sidewall sprinkler 1" (25 mm) 1 lr shorter than the "A" Dimension. Figure 3: Adjustable Standard Ordinary Hazard Dry HSW Sprinkler Form No. F_022817 20.04.16 Rev 20.1 Page 6 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. SLOTF F - . 4�r DEFLECTOR 4W Step 1:Align the slot in the Step 2: Push the rounded end Step 3: Re-align the escutcheon Step 4: Push and rotate the escutcheon with the horizontal of the slot against the near edge with the sprinkler barrel and escutcheon onto the sleeve surface of the deflector as shown. of the deflector.Sl ig htly rotate the continue pushing it toward the and,if desired,orient the slot escutcheon horizontally and push sleeve. toward the top to minimize the far side of the escutcheon past visibility. the deflector,toward the sleeve. Figure 4: Adjustable Standard Escutcheon Installation Determining the "A" Dimension:Adustable Recessed HSW Sprinkler with Model E-1 Escutcheon 1. Determine the distance from the face of the tee to the finished face of the wall. 2. Round to the nearest 1/4" (16 mm) between 3-1/4" (83 mm) and 47-1/2" (1,207 mm). NOTE:The sprinkler will be recessed approximately 5/16" (8 mm)with 5/8"(16 mm)horizontal adjustment available. Ref Variable Parameter Minimum Maximum 1 Wall opening 2-1/8"(54 mm) 2-1/2"(64 mm) 2 Deflector to ceiling distance 4"(102 mm) 12"(305 mm) 3 Deflector to wall distance 1-7/8"(48 mm) 2-1/2"(64 mm) Ref Fixed Parameter Value 0 4 Escutcheon depth(Model E-1) 1-1/16"(27 mm) 5 Escutcheon outer diameter 3-1/16"(78 mm) 6 Top of deflector to centerline 5/8"(16 mm) Finished © Ceiling A Finished Wall Figure 5: Adjustable Recessed Ordinary Hazard Dry HSW Sprinkler with the Model E-1 Escutcheon Form No. F_022817 20.04.16 Rev 20.1 Page 7 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Determining the "A" Dimension - Plain Barrel Dry HSW Sprinkler 1. Determine the distance from the face of the tee to the base of the sprinkler. 2. Round to the next higher 1/2" (13 mm) increment, between 3" (76 mm)and 47" (1,194 mm). Ref Variable Parameter Minimum Maximum 1 Deflector to ceiling distance 4"(102 mm) 12"(305 mm) 2 Deflector to finished wall distance Do not recess wrench boss 6"(152 mm) Ref Fixed Parameter Value 3 Sprinkler base to deflector distance 2-1/4"(57 mm) 4 Top of deflector to centerline 5/8"(16 mm) 5 Pipe outside diameter(Same as 1"(13 mm) Schedule 40 pipe) 1-5/16"(33 mm) Finished Ceiling - t-o t Finished Wall Figure 6: Plain Barrel Dry Horizontal Sidewall Sprinkler VK2503 Form No. F_022817 20.04.16 Rev 20.1 Page 8 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Determining the "A" Dimension -Adjustable Recessed Dry HSW Sprinkler VK2543 with Model G-1 Escutcheon 1. Measure the"B" Dimension from the centerline of the face of the tee to the horizontal centerline of the wall opening. 2. Measure the"C" Dimension from the centerline of the face of the tee to the finished wall. 3. Calculate the "A" Dimension using this formula:A= 62+ Cz NOTE:The"A" Dimension will provide approximately 1/4" (6 mm)of adjustment in either direction. Ref Variable Parameter Minimum Maximum 1 Wall opening 2-5/8"(66 mm) 3-3/4"(95 mm) Q 2 Deflector to ceiling distance 4"(102 mm) 12"(305 mm) I~�I Ref Fixed Parameter Value r 3 Escutcheon depth(Model G-1 outer cup) 1-1/16"(27 mm) © 0 4 Escutcheon outer diameter(outer cup) 4"(102 mm) 5 Escutcheon inner diameter(outer cup) 2-5/8"(66 mm) 6 Escutcheon depth(inner cup) 1-1/16"(27 mm) Inner cup Outer cup Finished Ceiling A B NOTE:When measuring for the lid C "A"Dimension,the exact deflector distance below the ceiling must be known. Figure 7: Adjustable Recessed Dry Horizontal Sidewall Sprinkler VK2543 with the Model G-1 Escutcheon Form No. F_022817 20.04.16 Rev 20.1 Page 9 of 9 ® STANDARD RESPONSE 1 ORDINARY HAZARD DRY �J HSW SPRINKLERS (8.OK) (VK2503,VK2523, &VK2543) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com. Exposed Barrel Ambient Temperature : Ambient Temperature 40°F(4°C) 1 50°F(10°C) 1 60°F(16°C) of the Protected Area* at the Discharge End Exposed Minimum Barrel Length** of the Sprinkler Face of the Tee to the Outer Surface of the Wall Outer surface of wall Inches(mm) Inches(mm) Inches(mm) 40°F(4°C) 0 0 0 Exposed Barrel \ 30°F(-1 °C) 0 0 0 20°F(-7°C) 4(100) 0 0 10°F(-12°C) 8(203) 1 (25) 0 - 0°F(-18°C) 12(305) 3(76) 0 -10°F(-23°C) 14(356) 4(102) 1 (25) -20°F(-29°C) 14(356) 6(152) 3(76) -30°F(-34°C) 16(406) 8(203) 4(102) Seal the clearance space around the sprinkler to avoid leakage of -40°F(-40°C) 18(457) 8(203) 4(102) air into the protected area and consequent formation of condensate -50°F(46°C) 20(508) 1 10(254) 1 6(152) around the sprinkler frame,which could inhibit operation or cause premature operation. Refer to Figure 9. -60°F(-51 °C) 20(508) 10(254) 6(152) The protected area refers to the area below the ceiling,the ambient If humidity and temperature differential causes condesation on the temperature is the temperature at the discharge end of the sprinkler. exposed dry sprinkler barrel,consider wrapping the exposed barrel For protected area temperatures that occur between the values with insulation,foam insulating tape,or equivalent. listed, use the next cooler temperature. The minimum reuired barrel length is not the same as the"A"dimension. Refer to Figures 3, 5, 6, and 7 for the"A" Dimension. Install the threaded end of the sprinker into a 1"NPT outlet of a Exposed minimum barrel lengths are inclusive up to 30 mph wind malleable iron tee fitting per ANSI B 16.3(Class 150) velocities. or cast iron threaded tee fitting per ANSI 16.4(Class 125)only. Figure 8: Dry Horizontal Sidewall Sprinkler Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry HSW Sprinkler is Shown) Seal Part Number 22087M/W or equivalent method. Seal Clearance Opening Insulated wall Insulated wall Dry sprinkler seal on the exterior of the wall Dry sprinkler seal within the wall Figure 9: Dry Sprinkler Seal (Adjustable Standard Dry HSW Sprinkler is Shown) Form No. F 022817 20.04.16 Rev 20.1 Replaces Form No. F_022817 Rev 19.1 (Removed cover 15610; replaced seal 19398 with 22087.) Page 1 of 4 CARE AND HANDLING N I KJ:N:G*: OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool,dry place. • Protect sprinklers during storage, transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler I operating elements. CORRECT INCORRECT For Pre-Assembled Drops: (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. • For recessed assemblies, use the protective sprinkler cap(Viking Part Number 10364). . Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is . potential for mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! CORRECT INCORRECT • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler : into a fitting. ;. ' w • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. 9 • DO NOT attempt to remove drywall, paint, etc., from sprinklers. • Take care not to over-tighten the sprinkler and/or damage its operating parts! ;00021 Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) Nis /6 _j 3/4" NPT: 20 ft-Ibs. 27.1 N-m CORRECT INCORRECT ( ) (Special installation (Designated wrench not 1" NPT. 30 ft-Ibs. (40.7 N-m) wrenches) used) WARNING:Cancer and Reproductive Harm- www.P65Warn ings.ca.gov A WARNING Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation,and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 CARE AND HANDLING N I KJ:N:G*: OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets*when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: • The sprinkler has been installed". • The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! r- Figure 1:Sprinkler shield being Figure 2: Sprinkler cap being Figure 3: Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. ImmRefer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. ©WARNING Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 CARE AND HANDLING N I KJ:N:G*: OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ACAUTION CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. a Concealed Sprinkler and Adapter Assembly(Protective Cap Removed) - .7�• •l. •4.,I •" Concealed Sprinkler and Adapter �+ •'ti f '•'•'>_`••• • Assembly with Protective Cap Cover Plate AssemblyM - (Pendent Cover 12381 shown) �'• ` GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100°F(38°C).Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage,transport, handling,and after installation. Use original shipping containers. Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over-tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall, paint,etc.,from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 CARE AND HANDLING N I Kj:N:G*: OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport, handling,and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes, bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form. Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. Sprinkler Temperature Rating Wax Part Wax Melting Point Maximum Ambient Wax Color (Fusing Point) Number Ceiling Temperature 155 °F (68 °C)/ 165 °F (74 °C) 02568A 148 °F (64 °C) 100 °F (38°C) Light Brown 175 °F (79 °C) 04146A 161 °F (71 °C) 150 °F (65°C) Brown 200 °F (93 °C) 04146A 161 °F (71 °C) 150 °F (65°C) Brown 220 °F (104 °C) 02569A 170 °F (76 °C) 150 °F (65°C) Dark Brown 286 °F (141 °C) 02569A 170 °F (76 °C) 150 °F (65°C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. AWARNING Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 3 N I KJ:N:C*:j SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern.A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element.An open sprinkler does not use an operating element and is open at all times.The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes, temperature ratings, thread sizes, and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or WARNING:Cancer and Reproductive Harm- approval agency listings. www.P65Warnings.ca.gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure [250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word "Viking", the sprinkler identification number (SIN) consisting of"VK" plus a three digit number', the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion-resistant coatings or are fabricated from non-corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification.Applicable installa- tion rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classifica- tion,depending upon sprinkler location,occupancy classification,commodity classification,storage height,and other hazards. In all cases,the maximum expected ceiling temperature dictates the lowest allowable temperature classification.Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors. The orifice is a tapered waterway and, therefore, the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13, Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector. The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern.The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER:A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pat- tern downward. Marked"SSU"(Standard Sprinkler Upright)or"UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER: A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http://www.vikinggroupinc.com. the deflector and forming an umbrella-shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT' on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER:An "old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS. Marked "C U/P"(Conventional Upright/Pendent)on the deflector. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 2 of 3 N I KJ:N:C*:j SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com VERTICAL SIDEWALL(VSW) SPRINKLER:A sprinkler intended for installation near the wall and ceiling. The deflector provides a water spray pattern outward in a quarter-spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position—in this case,the sprinkler will also be marked "UPRIGHT" or"PENDENT'.) HORIZONTAL SIDEWALL(HSW) SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The special deflector provides a water spray pattern outward in a quarter-spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler. The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked "SIDEWALL" and "TOP"with an arrow and the word "FLOW". EXTENDED COVERAGE (EC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings. Maximum area of coverage, minimum flow rate,orifice size,and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light-Hazard occupancies with smooth,flat, horizontal ceil- ings unless otherwise specified. In addition to the above markings, the sprinkler is marked "EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE (QREC)SPRINKLER:A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing. This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies.The sprinkler is marked "QREC'. FLUSH SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or"SIDEWALL" and "TOP". CONCEALED SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system. The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or"SIDEWALL"and "TOP". RECESSED SPRINKLER:A spray sprinkler assembly intended for installation with a concealed piping system.The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION-RESISTANT SPRINKLER: A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material, for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER:A special-service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures. The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates. The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the "B" dimension [distance from the face of the fitting (tee)to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER:A type of special application sprinkler used to provide fire control of specific high-challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella-shaped spray pattern downward with a higher percentage of "large" water droplets than standard spray sprinklers. The sprinkler has an extra-large orifice with a nominal K-Factor of 11.2. Marked "HIGH CHALLENGE" and "UPRIGHT'. EARLY SUPPRESSION FAST-RESPONSE (ESFR)SPRINKLER:A sprinkler intended to provide fire suppression of specific high- challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8,or 25.2 nominal K-Factor,and special deflector. ESFR sprinklers are designed to produce high-momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high-challenge fire. Marked "ESFR"and "UPRIGHT'or"PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER: A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations. The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER:A sprinkler intended for use in the following occupancies: one- and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 N I KJ:N:C*:j SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a "fast response" heat sensitive operating element. They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes. For this reason, residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings, the unit is identified as"RESIDENTIAL SPRINKLER"or"RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT.Always referto Bulletin Form No.F_091699-Care and Handling of Sprinklers and the appropriate sprin- klergeneral care,installation,and maintenance guide.Viking sprinklers aretobeinstalled in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and alsowith the provisions of governmental codes,ordinances,and standards,wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 1 of 4 SPRINKLER GENERAL CARE, N I KJ:N:G* INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION - STANDARD RESPONSE, QUICK RESPONSE, EXTENDED COVERAGE,AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element.Available styles include pendent,flush pendent,concealed pendent, upright, horizontal sidewall,vertical sidewall,or conventional,depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes, temperature ratings, responses, and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion-resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition, the special Polyester or Teflon°coatings can be used in decorative applications where colors are desired. t Refer to the sprinkler technical data page for available styles,finishes,temperature ratings,responses,and nominal K-Factors for specific sprinkler models. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s)and/or approval agency listings. 3. TECHNICAL DATA Specifications: EWARNING:Cancer and Reproductive Harm- Refer to the appropriate sprinkler technical data sheet. www.P65Warnings.ca.gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE: Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A. Care and Handling (also refer to Bulletin -Care and Handling of Sprinklers, Form No. F_091699.) Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to the temperature chart on the sprinkler technical data page). Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb.A small air bubble should be present in the glass bulb.Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately. (Note: Installing glass bulb sprinklers in direct sunlight(ultraviolet light) may affect the color of the dye used to color code the bulb.This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage,transport, handling, and after installation.Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments.When installing corrosion-resistant sprin- klers, take care not to damage the corrosion-resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers (any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers, upright, or horizontal sidewall sprinklers installed so that water is not trapped. For dry systems, pendent sprinklers and sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40 °F (4 °C). B. Installation Instructions-Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including, but not limited to: painting, plating,coating,or modification, may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 SPRINKLER GENERAL CARE, N I KJ:N:G* INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor, temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. 1 a. For frame-style sprinklers, install escutcheon (if used), which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. 1 b. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location, and centered in the opening* in the ceiling or wall. "Size depends on the sprinkler model used. Refer to the sprinkler technical data page. 2. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. NOTE: Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe-joint compound or tape. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily.. 3. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over-tighten or damage the sprinkler. b. For flush and concealed style sprinklers: the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap. Exception:For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the '/2' or 3/4" (15 mm or 20 mm)* NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench. *Thread size depends on the particular sprinkler model used. Refer to the sprinkler technical data page. C. Installation Instructions-Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet (for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC*threaded tee fittings (for wet systems) that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4(Class 125), even at branch line ends.The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-13I.When selecting other CPVC fittings, contact Viking Technical Services. 1. DO NOT install the dry sprinkler into a threaded elbow, coupling, or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3. NEVER try to modify dry sprinklers. They are manufactured for specific"A" or"B" dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style, with the appropriate "A" or"B" dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping, in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling, it may be necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-112"(38.1 mm)in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel. Slide the escutcheon past the external threads. NOTE: When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A. For all dry sprinklers:Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE: Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe-joint compound or tape. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, N I KJ:N:G* INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only, while taking care not to damage the sprinkler. NOTE: Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers: Escutcheons can be installed after the sprinklers have been installed onto the piping. Refer to the appropriate sprinkler technical data page for escutcheon installation instructions and illustrations. D. Installation Instructions-Testing 4.After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the installation stand- ards.Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi(20.7 bar)for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. a. Make sure the sprinkler is properly tightened. If a thread leak occurs, normally the sprinkler must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint.Air testing [do not exceed 40 psi (2.76 bar)]the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments. To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together. To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Retain a protective cap or shield in the spare sprinkler cabinet. 5. For flush style sprinklers: the ceiling ring can now be installed onto the sprinkler body. Align the ceiling ring with the sprinkler body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4" (6.35 mm). DO NOT MODIFY THE UNIT. If necessary, re-cut the sprinkler drop nipple as required. 6. For concealed sprinklers: the cover assembly can now be attached. a. Remove the cover from the protective box, taking care not to damage the cover plate assembly. b. Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used)touches the surface of the ceiling. d. Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers. DO NOT MODIFY THE UNIT. If necessary, re-cut the sprinkler drop nipple. NOTE: If it is necessary to remove the entire sprinkler unit,the system must be taken out of service.See section 6. INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). During fire conditions,the operating element fuses or shatters(depending on the type of sprinkler), releasing the pip cap and sealing assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appro- priate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 SPRINKLER GENERAL CARE, N I KJ:N:G* INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire-protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide, and applicable NFPA standards. In addition,the Authority Having Jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. A.Sprinklers must be inspected on a regular basis for corrosion, mechanical damage,obstructions, paint,etc. Frequency of inspec- tions may vary due to corrosive atmospheres, water supplies, and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re-used, but must be replaced. When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern.All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D.When replacing existing sprinklers,the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2a. For frame-style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception:Domed concealed sprinklers are removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4. INSTALLATION. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct K-Factor, temperature rating, and response character- istics.A fully stocked spare sprinkler cabinet should be provided for this purpose. For flush or concealed sprinklers: stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks. Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible.The entire system must be inspected for damage, and repaired or replaced as necessary.Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 1 of 1 C REGULATORY AND HEALTH WARNINGS -N41KJNG4 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene,titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin VSR (P' POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdS Approved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) _ 10.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F-120°F,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPA-13D Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 A WAR N I N G J(SR-2 1/2 1144425 • Installation must be performed by qualified personnel and in 3" DN80 VSR-3 1144403 accordance with all national and local codes and ordinances. 3 1/2" VSR-3 1/2 1144435 • Shock hazard.Disconnect power source before servicing.Serious 4" DN100 VSR-4 1144404 injury or death could result. • Risk of explosion.Not for use in hazardous locations.Serious 5" VSR-5 1144405 injury or death could result. 6" DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 CAUTION Optional: Cover Tamper Switch Kit,stock no.0090148 Waterflow switches that are monitoring wet pipe sprinkler systems shall Replaceable Components:Retard/Switch Assembly,stock no. 1029030 not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. Important: This document contains important information on the installation and operation of the VSR waterflow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems.It is UL Listed for use on a steel pipe;schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" -6"and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40,sizes 2"thm 8" (50 mm thm 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterflow detector on large systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG.#5401146-REV M PAGE 1 OF 4 11115 VSR (E) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6"(15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 cm)of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill(see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole;do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTI O N Do not trim the paddle.Failure to follow these instructions may prevent the device from operating and will void the warranty.Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm.If an alarm is not desired,a qualified technician should disable the alarm system. Fig.1 Retard Adjustment DO NOT LEAVE COVER OFF FOR AN EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS ALTERNATELY CAUTION ® Hole must be drilled perpendicular to the pipe and vertically centered. 0 Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect MOUNT ON PIPE SO ARROW ON SADDLE - O POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN 50- OPPOSITE DIRECTION ADAPTER ADAPTER DIRECTION OF OF WATERFLOW WATERFLOW \� \ (Flowing water activates 20- 2-MAX. device in one direction only) DN50 ONLY USE(2)5180162 ADAPTERS AS SHOWN ABOVE DWG. u46-11 DWGN 1146-1F Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size O.D. Lightwall Schedule 10(i1L) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch nun inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-m VSR-2 2 DN50 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25+.125/- V SR-2 1/2 2.5 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - .062 33.0 t 2.0 VSR-21/2 - DN65 3.000 76.1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-31/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - 20 27 VSR-4 4 DN100 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 2.00±.125 50.8t2.0 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 1 219.1 - 0.148 1 3.76 1 0.322 1 8.18 0.248 6.3 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.95401146-REV M PAGE 2 OF 4 11115 VSR 2( ) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place screwdriver at Break out thin section of cover when Plate Terminal inside edge of knockouts,not in the center. wiring both switches from one conduit entrance. U0GUG 00 DWG.N1146-16 AWA NING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed,thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device Do not drill into the base as this creates O ➢WG.1146-13 inoperable risking severe property damage and loss of life. metal shavings which can create Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty. stranded wire,capture all strands under the clamping plate. CONNECTOR Fig.5 Typical Electrical Connections NEUTRAL FROM BELL BREAKER NEUTRAL FROM BELL 0 1 BREAKER p J o LINE FROM BREAKER Notes: EOL(End Of Line Resistor) 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. For supervised circuits,see"Switch Terminal Connections" drawing and warning note(Fig.4). NOTE: When connecting to a UL Listed control panel,use the panel's ® ® resistor value for circuit supervision. Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.6 Mounting Dimensions 5.56 in Fig.7 3.50 in 2.00 in (141.2 nun) r(89.0—)y (50.8 mm) GREEN GROUND t SCREWS 2.34 in (59.4—) PI E DIA. U-BOLT NUT +5.25 in U-BOLT WASHER (+ 33.4—) PIPE SADDLE q� PIPE t t PLASTIC PADDLE Y11d8-id ® 6 4 DWG. U-BOLT NOMINAL PIPE DIA.+L75 in(+44.5 MM)FOR DN 50—DN 65 2-2.5 in NOMINAL PIPE DIA.+2.125 in(+54.0 MM)FOR DN 80—DN 200 3-8 in OWG 1146-15 PRINTED IN USA MFG.#5401146-REV M PAGE 3 OF 4 11115 VSR (E) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable.In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.8).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.8) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fig 8 REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE BREAKOUTTHIN SECTION OF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING CREWS RETARD/SWITCH ASSEMBLY i Q (2)LOCATING PINS,-,, Li A; o i i (2)LOCATING PIN DO NOT REMOVE BOSSES IN BASE\ (2)RETARD HOUSING SCREWS w BASE m 0 O O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.95401146-REV M PAGE 4 OF 4 11115 Bulletin 831 February 2020 Rel lllllllll� ® Model BFG-300 Supervised Butterfly Valve Grooved cULus Listed, FM Approved Product Description The Reliable Model BFG-300 Supervised Butterfly valves are cULus Listed and FM Approved for fire protection systems. Reliable Supervised Butterfly Valves valves have AWWA C606 grooved end connections. They are available in 2-1/2" (65mm), 3" (76mm), 4" (100mm), 6" (150mm), and 8" (203mm) nominal sizes. The valves are listed for 300 psi (20.7 bar)working pres- sure.The maximum working temperature for the valves is 250°F (120°C). Maintenance The owner is responsible for maintaining the fire protection Supervised Grooved Butterfly Supervised Grooved Butterfly system in proper operating condition.Any system mainte- Valve-Supervised Open Valve-Supervised Closed nance or testing that involves placing a control valve out of service will eliminate the fire protection that is provided by the fire protection system. Ordering Information The Reliable Supervised Closed Butterfly valves and associat- Specify the following when ordering: ed equipment shall periodically be given a thorough inspec- tion and test. NFPA 25, "Inspection,Testing and Maintenance Model BFG-300 Butterfly Valve of Water Based Fire Protection Systems," provides minimum Supervision maintenance requirements. • Valve Supervised Open (yellow indicator) • Valve Supervised Closed (white indicator) Guarantee Valve Size • 2-1/2" (65mm) For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, • 3" (76mm) and conditions,visit www.reliablesprinkler.com. 4" (100mm) • 6" (150mm) • 8" (203mm) Reliable Supervised Butterfly Valve Wiring Diagram -Valve in Supervised Position Supervised Open Valve Supervised Closed Valve FIRE ALARM CONTROL PANEL SALARMTROL PANEL SUPERVISORY CIRCUIT CUIT CLOSED(YELLOW) CLOSED(RED) NC c ;NCS COM NO OPEN(RED) END OR LINE RESISTANCE S COM OPEN(YELLOW) END OR LINE RESISTANCE OR NEXT DEVICE OR NEXT DEVICE COMMON(WHITE) COMMWHITE) GREEN GREEN ACTUATOR CASE GROUND ACTUATOR CASE GROUND CLOSED(BLUE) CLOSED(ORANGE) NC VOLTAGE NC VOLTAGE S2 SOURCE S`Z SOURCE OPEN(ORANGE) OPEN(BLUE) COM NO COM NO COMMON(BLACK) gUXILIARY SIGNAL DEVICE COMMON(BLACK) AUXILIARY SIGNAL DEVICE (BELL OR HORN) (BELL OR HORN) Notes 1.Rated:5A-1/6HP-125/250VAC 0.5A-125VDC 0.25A-250DC 2.Switch 1:2 Leads per terminal Switch 2: 1 Lead per terminal www.reliablesprinkler.com Reliable Model BFG-300 Supervised Butterfly Valve Grooved Technical Specifications Specifications Pressure Rating: Groove Inlet:AWWA C 606 300 psi(20.7 bar) Listings and Approvals Material Specifications cULus Listed Body:Brass ASTM A-536 Nylon-11 Coated FM Approved Disc:ASTM A-536 EPDM Encapsulated Upper and Lower Stems:AISI 420-SS Housing:ASTM A-536 Hand Wheel:ASTM A-536 Flag Indicator:ASTM A-536 Shear Pin:ASTM A-510 Segment Gear:ASTM B-148 or B-584 Housing Gasket:EDPM Grade E O-Ring:EDPM Grade E Reliable Supervised Butterfly Valve Specification and Dimensions E O D A B C Dimensions- in. (mm) Valve Size A B C D E 2-1/2" (65) 4-1/8(105) 3-5/8(92) 3-13/16(96) 5-1/3(135) 5-1/3(135) 3" (76) 4-7/16(112) 3-11/16(95) 3-13/16(96) 5-5/8(142) 5-1/3(135) 4" (100) 5-11/16(145) 4-1/3(108) 4-1/2(115) 6-15/16(175) 5-1/3(135) 6" (150) 7(179) 5-11/16(146) 5-3/16(132) 8-1/4(209) 7-5/8(193) 8" (203) 8(204) 6-11/16(170) 5-13/16(147) 9-1/4(234) 7-5/8(193) 0 o, 00 OD Bulletin 831 Reliable Page 2 of 2 February 2020 www.reliablesprinkler.com Valve Lockouts www.BradyiD.com/lockouttagout Adjustable Gate Valve Lockout 3 • Versatile lockout adjusts to fit 1"to 61/2"valve handles,replacing 3 conventional gate valve lockouts 0 • Durable polypropylene is resistant to temperature changes from-130F to 1940F r� H • Compact for easy carrying and storage • Comes with danger labels in English,Spanish and French POCKED OUT O NOT OPERATE Catalog# Description 64057 Adjustable Gate Valve Lockout J Gate Valve Lockouts • Made of rugged injection-molded polypropylene • Service temperatures from—250F to 200OF gg; • Unique knockout center accommodates OS&Y or"rising stem"valves • Available in 5 sizes and 4 colors • Accepts locks with shackles up to 3/8"in diameter I sl 0" s9 • Supplied with danger labels in English,Spanish and French Valve Handle Catalog# Diameter Red Yellow Green Blue S 1"-21/2" 65560 65590 65595 65585 21/2"-5" 65561 65591 65596 65586 5"-61/2" 65562 65592 65597 65587 i 61/2"-10" 65563 65593 65598 65588 10"-13" 65564 65594 65599 65589 Standard Ball Valve Lockout • Easy to use,single-piece design locks quarter-turn ball valves in OFF position • Two sizes fit most valves up to 3" • 65692,65669 and 65693 are made of powder-coated steel r r • 65666 is made of super-tough nylon(service temp-400 to 2480 F) Catalog# Max Shackle Valve ¢eMax an aMax Handle Diameter Pipe Diameter Width(inches) Thickness(inches) 65666 %2" 1/4"-1" 11/2, 3/4" 65692 W, 1/4'-1" 11/2" 3/4" 65669 9/32" 11/4"-3" 21ho" 11/4" 65693 3/8" 11/4"-3" 11/10" 11/4" PRINZING Ball Valve Lockout • Made from ultra-tuff polypropylene • Small lockout(BS07A)locks out pipes'/2"to 2'12" in diameter • Small lockout can also be used to lock valves OPEN on pipes from'/2"to 11/4"in diameter • Large lockout(BS08A)locks out pipes 2"to 8"in diameter • Available in 4 colors " FE'E/ Description Red Blue Green Yellow Small Ball Valve Lockout BS07A BS07A-BU BS07A-GN BS07A-YW - Large Ball Valve Lockout BS08A BS08A-BU BS08A-GN BS08A-YW 1-888-272-3946 I www.BradyiD.com 213 GruvLW Branch , udets AS C Engineered Solutions Clamp-T, Grooved Branch Fig. 7046 Material Specifications Bolts SAE J429,Grade 5,Zinc Electroplated ISO 898-1,Class 8.8,Zinc Electroplated followed by a Yellow Chromate Dip Heavy Hex Nuts Ar& ASTM A563,Grade A,Zinc Electroplated ISO 898-2,Class 8.8,Zinc Electroplated 1' followed by a Yellow Chromate Dip U-Bolt Cold drawn steel and zinc plated. Housing Ductile Iron conforming to ASTM A536, Grade 65-45-12 Coatings ❑ Rust inhibiting paint Color:Orange(standard) ❑ Hot Dipped Zinc Galvanized(optional) FM ❑ Other Colors Available C �L uS APPROVED (IE:RAL3000 and RAL 9000) For other Coating requirements contact an ASC Engineered SolutionsTM Representative for more information. The Gruvlok Clamp-T provides a quick and easy outlet at any Clamp-T Flow Data Gasket Materials Location along the pipe.A hole drilled or cut in the pipe to (Frictional Resistance) Properties as designated in accordance with receive the locating collar of the Clamp-T is all that is required. Fig.7046 Grooved Branch ASTM D2000 The full,smooth outlet area provides for optimum flow Branch size ❑Grade"E"EPDM(Green color code) C.v.Value Equiv.Pipe -40°F to 230°F(Service Temperature Range) characteristics. Length (-40°C to 110°C) The Clamp-T housing is specially engineered to conform to DN/mm Meters Recommended for water service,diluted acids, the pipe O.D.and the Clamp-T gasket providing a leak-tight 1 Y, 5 5.0 alkalies solutions,oil-free air and many other reliable seal in both positive pressure and vacuum conditions. 32 .4 1.5 chemical services. The maximum working pressure for all sizes is 500 PSI(34.5 1'h 3.5 NOT FOR USE IN PETROLEUM APPLICATIONS. bar)when assembled on standard wall steel pipe. 40 95 1.1 ❑Grade`T"Nitrite(Orange color code) The Gruvlok Clamp-T provides for a branch or cross 2 4.5 -20°F to 180°F(Service Temperature Range) connection in light wall or standard wall steel pipe. 50 148 1 4 (-29°C to 82°C) Recommended for petroleum applications.Air with Clamp-T cross connections are available in most sizes allowing 21/2 205 7.0 oil vapors and vegetable and mineral oils. greater versatility in piping design. 65 21 NOT FOR USE IN HOT WATER OR HOT AIR. For Listings/Approval Details and Limitations,visit ourwebsite at 3 9.5 www.asc-es.com or contact an ASC Engineered Solutions"" 80 294 2.9 Lubrication Sales Representative. ❑ Standard Gruvlok 4 571 7.0 ❑ Gruvlok Xtreme(Do Not use with Grade"L") 100 2.1 GRUVLOK An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PS-07.16 page 1 PS-SUB-7046-v0120210819 GruvLokO Branch Oudets A MMAIA, AS C Engineered Solutions Clamp-T, Grooved Branch Fig. 7046 Y _ �Z- Y f T V V l. . 1. - - -- ----- ------ - - W } i VV i U i Fig.7046 Fig.7046(U-Bolt) Hole Dimensions VMax. Clamp-T Dimensions Specified Torque§ Approx. Nominal Size O.D. Working Bolt Size Wt.Each Min.Diam. Max.Diam. Pressure U V Grooved W Y Z Min. Max. In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mm In./mm In./mm In./mm In./mm Ft.-Lbs/N-m Lbs./kg 21/2 x 11/4• 2.875 x 1.660 2 21/8 500 9/16 31/8 1 3/4 61/8 31/2 1/2 U-Bolt 30 40 3.4 65 x 32 73.0 x 42.4 51 54 34.5 14 79 44 156 89 - 1.5 21/2 x 11/2 2.875 x 1.900 2 21/8 500 9/16 31/8 1 3/4 61/8 31/2 1/2 U-Bolt 30 40 3.4 65 x 40 73.0 x 48.3 51 54 34.5 14 79 44 156 89 - 1.5 3 x 11/4 3.500 x 1.660 2 21/8 500 11/2 31/2 21/8 61/8 31/4 1/2 x 21/4 80 100 3.4 80 x 32 88.9 x 42.4 51 54 34.5 38 89 54 175 95 - 1.5 3 x 11/2 3.500 x 1.900 2 21/8 500 11/2 31/2 21/8 61/8 31/4 1/2 x 21/4 80 100 4.4 80 x 40 88.9 x 48.3 51 54 34.5 38 89 54 175 95 - 2.0 3 x 2 3.500 x 2.375 21/2 21/8 500 11/2 31/2 21/8 61/8 41/6 1/2 x 21/4 80 100 4.6 80 x 50 88.9 x 60.3 64 67 34.5 38 89 54 175 105 - 2.1 4 x 11/4 4.500 x 1.660 2 21/8 500 11/8 4 21/8 71/2 31/4 1/2 x 21/4 80 100 4.2 100 x 32 114.3 x 42.4 51 54 34.5 48 102 67 191 95 - 1.9 4 x 11/2 4.500 x 1.900 2 21/8 500 11/8 4 21/8 71/2 31/4 1/2 x 21/4 80 100 4.3 100 x 40 114.3 x 48.3 51 54 34.5 48 102 67 191 95 - 2.0 4 x 2 4.500 x 2.375 21/2 21/8 500 11/8 4 21/8 71/2 41/8 1/2 x 21/4 80 100 4.6 100 x 50 114.3 x 60.3 64 67 34.5 48 102 67 191 105 - 2.1 4 x 21/2 4.500 x 2.875 21/4 27/8 500 17A 4 21/8 71/2 4% 1/2 x 21/4 80 100 5.0 100 x 65 114.3 x 73.0 70 73 34.5 48 102 67 191 111 - 2.3 4 x 3 O.D. 4.500 x 2.996 21/4 27/e 500 17/8 4 21/a 71/2 4% 1/2 x 21/4 80 100 5.0 100 x 80 114.3 x 76.1 70 73 34.5 48 102 67 191 ill - 2.3 4 x 3 4.500 x 3.500 31/2 31/8 500 17/8 4 21/8 71/2 51/4 1/2 x 31/2 80 100 5.6 100 x 80 114.3 x 88.9 89 92 34.5 48 102 67 191 133 - 2.5 5 x 11/4 5.563 x 1.660 2 21/8 500 17/8 41/4 31/4 91/8 31/4 Sib x 31/4 80 100 5.6 125 x 32 141.3 x 42.4 51 54 34.5 48 108 83 232 95 - 2.5 5 x 11/2 5.563 x 1.900 2 21/8 500 17/8 41/4 31/4 91/8 31/4 Sib x 31/4 100 130 5.6 125 x 40 141.3 x 48.3 51 54 34.5 48 108 83 232 95 - 2.5 5 x 2 5.563 x 2.375 21/2 21/8 500 17/8 41/4 31/4 91/8 41/e Sib x 31/4 100 130 5.5 125 x 50 141.3 x 60.3 64 67 34.5 48 108 83 232 105 - 2.5 Note: 2%",5"and 6"Nom.Run pipe size Clamp-T may be used on 3"O.D.,51/i'O.D.and 61/i'O.D.pipe. •Cannot be used in cross configuration. V Based on use with standard wall pipe. §-For additional Bolt Torque information,see the Technical Data Section of the Gruvlok Catalog. See Installation&Assembly directions on Last page. Not for use with copper systems. asc-es.com Building connections that last" PS-09.15 page 2 PS-SUB-7046-v0120210819 GruvLokO Branch , udets A MMAIA, AS C Engineered Solutions Clamp-T, Grooved Branch Fig. 7046 Y _ �Z- Y f T V V 1. . 1. - - -- ----- ------ - - W i } i W i U i Fig.7046 Fig.7046(U-Bolt) Nominal Hole Dimensions VMax. Clamp-T Dimensions Specified Torque§ Approx. Size O.D. Working Bolt Size Wt.Each Min.Diam. Max.Diam. Pressure U V Grooved W Y Z Min. Max. In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mm In./mm In./mm In./mm In./mm Ft.-Lbs/N-m Lbs./kg 5 x 21/2 5.563 x 2.875 21/4 27/8 500 17/8 41/4 31/4 91/8 4% %x 31/4 100 130 5.8 125 x 65 141.3 x 73.0 70 73 34.5 48 108 83 232 111 - 2.6 5 x 3 5.563 x 3.500 31/2 31/8 500 11/8 4% 31/4 91/8 5'/4 %x 31/4 100 130 7.1 125 x 80 141.3 x 88.9 89 92 34.5 48 117 83 232 133 - 3.2 6 x 11/4 6.625 x 1.660 2 21/a 500 2 5 37/8 101/8 31/4 %x 41/4 100 130 7.2 150 x 32 168.3 x 42.4 51 54 34.5 51 127 98 257 95 * 3.3 6 x 11/2 6.625 x 1.900 2 21/a 500 2 5 37/8 101/8 31/4 %x 41/4 100 130 7.2 150 x 40 168.3 x 48.3 51 54 34.5 51 127 98 257 95 * 3.3 6 x 2 6.625 x 2.375 21/2 21/8 500 2 5 37/8 101/8 41/a %x 41/4 100 130 7.8 150 x 50 168.3 x 60.3 64 67 34.5 51 127 98 257 105 * 3.5 k 1. %x 41/4 100 130 - 150 x 65 168.3 x 73.0 70 73 34.5 51 130 98 257 111 * 3.4 6 x 3 O.D. 6.625 x 2.996 21/4 27/a 500 2 51/a 37/8 101/8 41/8 1/8 x 41/4 100 130 7.6 150 x 80 168.3 x 76.1 70 73 34.5 51 130 98 257 111 * 3.4 6 x 3 6.625 x 3.500 31/2 31/8 500 2 51/8 37/8 10% 51/4 %x 41/4 100 130 8.0 150 x 80 168.3 x 88.9 89 92 34.5 51 130 98 257 133 * 3.6 6 x 4 6.625 x 4.500 41/2 41/8 500 2 51/4 37/8 101/8 61/2 %x 41/4 100 130 10.4 150 x 100 168.3 x 114.3 114 117 34.5 51 133 98 257 165 * 4.7 8 x 2 8.625 x 2.375 21/2 21/8 500 21/4 61/8 5 121/4 41/4 1/4 x 41/2 130 180 10.4 200 x 50 219.1 x 60.3 64 67 34.5 57 156 127 324 108 - 4.7 8 x 21/2 8.625 x 2.875 21/4 27/8 500 21/4 61/8 5 121/4 4% 1/4 x 41/2 130 180 10.6 200 x 65 219.1 x 73.0 70 73 34.5 57 156 127 324 111 M20 x 110 175 245 4.8 8 x 3 8.625 x 3.500 31/2 3% 500 21/4 61/8 5 121/4 5'/4 1/4 x 41/2 130 180 11.5 200 x 80 219.1 x 88.9 89 92 34.5 57 156 127 324 133 M20 x 110 175 245 5.2 8 x 4 8.625 x 4.500 41/2 4% 500 21/4 61/4 5 121/4 61/2 1/4 x 41/2 130 180 16.2 200 x 100 219.1 x 114.3 114 117 34.5 57 159 127 324 165 M20 x 110 175 245 7.3 Note: 21h"5"and 6"Nom.Run pipe size Clamp-T may be used on 3"O.D.,51/2"O.D.and 61/2"O.D.pipe.(Additional larger sizes on next page.) •Cannot be used in cross configuration. V Based on use with standard wall pipe. §-For additional Bolt Torque information,see the Technical Data Section of the Gruvlok Catalog. See Installation&Assembly directions on last page. Not for use with copper systems. ®©0 asc-es.com Building connections that last" PS-09.15 page 3 PS-SUB-7046-v0120210819 Branch Outletsr / Engineered Solutions Fig. 7045 & Fig. 7046 Clamp-T Branch Outlets ALWAYS USE A GRUVLOK LUBRICANT 1 Pipe Preparation FOR PROPER COUPLING ASSEMBLY. Cut the appropriate size hole in the pipe and remove any burrs. Thorough lubrication of the gasket is essential to assist Be sure to remove any debris from inside the pipe.Clean the the gasket into the proper sealing position. gasket sealing surface within 5/8"of the hole and visually inspect the sealing surface for defects that may prevent proper sealing of the gasket. Figs. 7045 &7046 Specified Bolt Torque Specified bolt torque is for the oval neck track Branch Size Hole Saw Size too bolts and U-bolts used on the Gruvlok Clamp-T's. The nuts must be tightened alternately and evenly In. In./(+ya,-0) untilfullytightened.Caution:Use of an impact 1/2,3A,1 11/2 wrench is not recommended because the torque output can vary significantly due to many variables 1'/4,1'/2 2 2 including air pressure,battery strength and operational variations. 2 2'/2 CAUTION:Proper torquing of the bolts or U-bolts 21/2 23/4 is required to obtain the specified performance. Overtorquing the bolts or U-bolts may result 3 31/2 in damage to the bolt,U-bolt and/or casting which could result in lower pressure retention 4 41/2 capabilities,lower bend load capabilities,pipe joint 3 leakage and pipe joint separation. i 2 Check & Lubricate Gasket ANSI Specified Bolt Torque Check the gasket to be sure it is compatible for the intended service.Apply a thin layer of Gruvlok®lubricant to the back Specified surface of the gasket.Be careful that foreign particles do not Bolt Size Wrench Size Bolt Torque* adhere to the lubricated surfaces.Insert the gasket back into the outlet housing making sure the tabs in the gasket line up In. In. Ft:Lbs with the tab recesses in the housing. U-Bolt 1/8 30-40 3 Gasket Installation '/2 7/8 60-80 Lubricate the exposed surface of the gasket.Align the outlet housing over the pipe hole making sure that the locating 5/8 V/16 100-130 collar is in the pipe hole. 3/4 1'A 130-180 4 Alignment *Non-lubricated bolt torques Align the strap around the pipe,insert the bolts and tighten 5 the nuts finger tight.Some sizes use a U-bolt design. 5 Tighten Nuts -4 Alternately and evenly tighten the nuts to the specified bolt torque. 6 Assembly Complete 6 moo asc-es.com Building connections that last" PS-05.13 page 4 PS-SUB-7046-v0120210819 EASY FLOW FIRE SPRINKLER PIPES Borusan Mannesmann is the first manufacturer in Europe and Turkey who has been UL listed and FM � �a'-.•�. Why EASY FLOW fire ` Easy Flow fire sprinkler pipes approved according to EN standards since 2015 and UL listed and FM approved according to ASTM standards since 2007. sprinkler pipes . perfect roundness.p Easy Flow fire sprinkler pipes are UL and FM ° When all pipes are connected to each other, perfect In recent years, the importance of fire protections systems has increased significantly due to regulations and certified according to EN and ASTM standards. Due alignment occurs and there is no weld gap to be legislations in Occupational Health and Safety area. Fire protection systems have been disseminating in to having high product quality and accredited by filled. Fast, comfortable and secure pre-weld houses, shopping malls, airports and industrial facilities. In Europe over 4.000 and in the U.S over 3.500 lives international institutions, the use of Easy Flow fire preparation is done. It is easy to make butt-welding are lost annually as a result of fire injuries. Consequently, fire protection measures have become an sprinkler pipes provides economic advantages in and it saves labor, time and cost. increasingly vital matter. terms of insuring the buildings against fire. Borusan Mannesmann, a solution partner of its customers in the areas of black, galvanized and grooved pipes, is proud to be the avant-garde of fire protection pipes. Easy Flow fire sprinkler pipes have 1 layer (up to 30 micron) r Easy Flow fire sprinkler pipes can be used in wet extinguishing systems including fire cabinet, hydrant and of sand blasted varnish sprinkler systems. Alternatively, BM pipes have applications in sparkling, gas and dry chemical extinguishing coating. systems for fire protection purposes. t . �� Special Procedures Applied On Request r v Flow Fire Advantages Of Easy�~ .•J Sprinkler Pipes 1- Provides corrosion protection for 6 months until Underwriters Laboratories (UL); is an international independent engineering and security company that tests the final layer is coated. In order to reuse the �1 Customized pipe length UL and FM approved in EN standards the compliance of fire-safety systems with fire safety standards for the building elements of the system. UL corroded pipe, sandblasting and painting processes ! i1 Production of special steel grades/qualities i1 UL and FM approved in ASTM A53 and is headquartered in the USA and serves in 6 continents; it operates in five main strategic areas including are necessary. In some cases, pipes may not be i1 Inner/Outer Epoxy Coating A795 standards. product safety, environment, health, university and verification services. Thousands of types of products, used where atmospheric rust has progressed and _ i3l Sandblasting and Primer Coating a It can be produced as black bare, primer materials, and systems are scientifically assessed, tested, and approved by UL in compliance with the risks deep corrosion has occurred. Easy Flow provides it Outer PE (polyethylene) Coating coated (black, gray and red colors) and of electricity, fire, and injury. On the other hand, FM (Factory Mutual); is an independent technical unit of the long lasting fire protection system, provides low ig Galvanization galvanized. FMI Company that insures great risks such as fire, natural disasters and it certifies the performance of the overhead costs and saves time, labor and scrap. it Grooving i1 The red primer has high adhesion and it is materials and systems. FM performs risk and insurance calculations through engineering analysis, which is 'F- resistant to corrosion water and oil. different from the analysis prepared by insurance statisticians for many years. 2- The priming process applied to Easy Flow i3l With options of Plain End, Threaded & products is done immediately after the production Coupled or Grooved. Fire protection systems designed by using UL and FM approved system elements(pipe,valve, pump,sprinkler, of pipes. The primer is applied to the adherence i3l Weld bead can be removed upon request. etc.) avoids, life and property losses and provide economic advantages in insuring buildings against fire. surface without contamination of foreign matter CE certified. such as dirt, dust, etc. before the atmospheric rust Borusan Mannesmann is the first steel pipe manufacturer which have UL and FM certificates according to EN is formed. Therefore, Easy Flow fire sprinkler pipes standards in Europe. are better quality and long lasting and provide savings from costs of maintenance/repair. - - ------------------------------- 'ti= --_--�.--- - - _ - About Borusan Mannesmann �� Inside weld bead is removed , ig 6 World-Class Plants in Turkey, US and Italy for grooved Easy Flow fire ig Perfect Product Quality with Lean 6 Sigma sprinkler pipes. Production Technique ig Wide Product Range with High Quality During grooving process, the weld bead causes ig Exceeding Limits with Continuous R&D measurement deviations and errors in grooved area. Such deflections may cause the seal not to be fully ill Excellent Service with Voice Of Customer seated,the clamps not being fully tightened, or even Process leakages. Easy Flow grooved fire sprinkler pipes ig Well established sales organization w provide perfect connection and combination during ig Export to more than 35 countries assembly and also fully compatible with Victaulic ig UL and C-UL listed, FM approved, NSF and and Atusa standards. DVGW certified i3l Integrated Delivery Services ASTM FM & UL EN FM & UL 9011111.4 Nominal OD Wall Wall Weight Weigh OD Wall FM UL Technical Specifications Sizes (mm) Thickness Thickness (Ib/ft) (kg/mt P (mm) Thickness ►l�l Roll Grooved (inch) (inch) (mm) (mm) . . . . 1 33,4 0.102 2,60 1,34 1,99 ✓ 33,7 2,0 ✓ i3l FM Approved 11/4 42,2 0.091 2,30 1,53 2,27 ✓ 33,7 2,6 1/ 1 1 1/4 42,2 0.102 2,60 1,71 2,55 ✓ 42,4 2,0 ✓ ►�l UL/C-UL Listed 11/2 48,3 0.102 2,60 1,97 2,93 ✓ Easy Flow 42,4 2,3 ✓ ►l�l NFS Certified 2 60,3 0.114 2,90 2,76 4,10 ✓ Light Wall 42,4 2,6 ✓ 2 1/2 73 0.114 2,90 3,52 5,23 ✓ 48,3 2,0 ✓ ►ill Custom Length Availability 3 88,9 0.126 3,20 4,54 6,76 ✓ Easy 48,3 2,6 ✓ ►�l ASTM A53/A795 and EN production standards 4 114,3 0.142 3,60 6,60 9,83 ✓ Flow 5 141,3 0.134 3,40 7,68 11,43 ✓ Light 60,3 2,0 ✓ ►ill Tight tolerances 1 33,4 0.079 2,00 1,05 1,56 ✓ Wall 60,3 2,9 ✓ - ' 1 1/4 42,2 0.079 2,00 1,34 1,99 ✓ 76,1 2,18 ✓ ►�l Consistent roundness t``G 11/2 48,3 0.084 2,13 1,53 2,28 ✓ 76,1 2,9 ✓ SCH 7 ►ill Consistent wall thickness 2 60,3 0.084 2,13 1,93 2,88 ✓ 88,9 2,36 ✓ 2 1/2 73 0.086 2,18 2,67 3,97 ✓ 88,9 3,2 ►ill Consistent straightness 3 88,9 0.093 2,36 3,38 5,04 ✓ 4 114,3 0.108 2,60 4,81 7,16 ✓ 114,3 2,6 ►l�l Weldable ✓ I' 3/4" 26,7 0.083 2,11 0,86 1,28 ✓ 114,3 3,6 ✓139,7 3,4 ►g Pressure Tested ✓ 1" 33,4 0.109 2,77 1,41 2,09 ✓ ✓ ig Reliable high steel quality 11/4" 42,2 0.109 2,77 1,81 2,69 ✓ ✓ 1 1/2" 48,3 0.109 2,77 2,09 3,11 ✓ ✓ ►ig Galvanised or shop primer coated black, red r„ 2" 60,3 0.109 2,77 2,64 3,93 ✓ ✓ 2 1/2" 73 0.120 3,05 3,53 5,26 ✓ ✓ OD Wall FM UL (RAL 3000, RAL 3002 and Ral 3009) or grey 3" 88,9 0.120 3,05 4,34 6,46 ✓ ✓ (mm) Thickness (RAL 7012) SCH 10 3 1/2" 101,6 0.120 3,05 4,98 7,41 ✓ ✓ (mm) 4" 114,3 0.120 3,05 5,62 8,37 ✓ ✓ 33,7 3,2 ✓ i3l CE, PED Certified 5" 141,3 0.134 3,4 7,78 11,58 ✓ ✓ 42,4 3,2 ✓ ✓ 6" 168,3 0.134 3,4 9,30 13,85 ✓ ✓ EN 48,3 3,2 ✓ ✓ 8" 219,1 0.188 4,78 16,96 25,26 ✓ ✓ 10255 60,3 3,6 ✓ ✓ 10" 273,1 0.188 4,78 21,23 31,62 ✓ ✓ Medium 76,1 3,6 ✓ ✓ " 12" 323,8 0.188 4,78 25,28 37,61 ✓ 1" 33,4 0.114 2,9 1,46 2,18 ✓ 88,9 4,0 ✓ ✓ 11/4" 42,2 0.117 2,97 1,93 2,87 ✓ 114,3 4,5 ✓ ✓ ': 11/2" 48,3 0.125 3,18 2,37 3,53 ✓ 139,7 5,0 ✓ ✓ 2" 60,3 0.125 3,18 3,00 4,48 ✓ 165,1 5,0 ✓ ✓ 21/2" 73 0.188 4,78 5,40 8,04 ✓ ' SCH 30 3" 88,9 0.188 4,78 6,65 9,92 ✓ 31/2" 101,E 0.188 4,78 7,65 11,41 ✓ 4" 114,3 0.188 4,78 8,66 12,91 ✓ OD Wall FM UL 8" 219,1 0.277 7,04 24,70 36,81 ✓ (mm) Thickness 10" 273,1 0.307 7,8 34,24 51,03 ✓ (mm) _ 12" 323,8 0.33 8,38 43,77 65,20 ✓ 21,3 3,2 1/2" 21,3 0.109 2,77 0,85 1,27 ✓ V ✓ 3/4" 26,7 0.113 2,87 1,13 1,69 ✓ ✓ 26,9 3,2 ✓ _ _ - 1" 33,4 0.133 3,38 1,68 2,50 ✓ ✓ 33,7 4,0 ✓ g 11/4" 42,2 0.140 3,56 2,27 3,39 ✓ ✓ EN 42,4 4,0 ✓ 11/2" 48,3 0.145 3,68 2,72 4,05 ✓ ✓ 10255 48,3 4,0 ✓ 2" 60,3 0.154 3,91 3,66 5,45 ✓ ✓ Heavy 60,3 4,5 ✓ SCH 40 2 1/2 73 0.203 5,16 5,80 8,64 ✓ ✓ 76,1 4,5 ✓ 3" 88,9 0.216 5,49 7,58 11,29 ✓ ✓ 88,9 5,0 ✓ 31/2" 101,E 0.226 5,74 9,12 13,58 ✓ ✓ 114,3 5,4 ✓ 4" 114,3 0.237 6,02 10,80 16,09 ✓ ✓ 139,7 5,4 ✓ 5" 141,3 0.258 6,55 14,63 21,79 ✓ ✓ 165,1 5,4 ✓ 6" 168,3 0.280 7,11 18,99 28,29 ✓ ✓ 8" 219,1 0.322 8,18 30,45 45,34 ✓ ✓ 10" 273,1 0.365 9,27 40,52 60,29 ✓ ✓ A leading European producer of steel pipes, Borusan Mannesmann is the choice of customers across Europe, 1/2" 21,3 0.147 3,73 1,09 1,62 ✓ the US and Canada for industrial and residential fire protection sprinkler system pipes. 3/4" 26,7 0.154 3,91 1,47 2,20 ✓ p p Y p p 1" 33,4 0.179 4,55 2,19 3,25 ✓ o 1 1/4" 42,2 0.191 4,85 3,03 4,49 2Factory Mutual approved, Underwriters Laboratories &Canadian UL listed,ASTM A53/A795 and EN 11/2" 48,3 0.200 5,08 3,65 5,39 ✓ 2" 60,3 0.218 5,54 5,08 7,55 ✓ production standard Borusan Mannesmann sprinkler pipes... To enhance the safety of your projects with the SCH 80 2 1/2" 73 0.276 7,01 7,75 11,52 ✓ professional service and high quality assurance of Borusan Mannesmann, known all over the world. 3" 88,9 0.300 7,62 10,35 15,39 ✓ 31/2" 101,E 0.318 8,08 12,67 18,82 ✓ ❑� RM ❑� 4" 114,3 0.337 8,56 15,20 22,60 ✓ . Lq BORUSAN 5" 141,3 0.375 9,52 21,04 31,42 ✓ ►a BORUSAN f 6" 168,3 0.432 10,97 28,88 43,05 ✓ E-mail:export@borusan.com FM 8" 219,1 0.500 12,70 44,00 65,41 ✓ MANNESMANN o_. C(S) MANNESMANN www.borusanmannesmann.com ti ig BORUSAN COMPANY Seismic Structural Attachments TOLCO Fig. 828- universal sway brace attachment to steel c �L us FM OPM Size Range: One size accommodates all Fig. 900 Series sway brace attachments. LISTED APPROVED Fits from 3/8" (9.4mm)to 7/8° (22.2mm)thick steel structure. For thicknesses less than a/a" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway brace assemblies and/or hanger assemblies to structural steel members. ® Set Screws Features: Permits secure non-friction connection without drilling or welding. Unique and design allows offset placement on wide flange beam, C-channel, open web,welded steel g® iB Attachment g p g p I Bolt and Nut trusses, etc. Secures brace to structure either across or along the beam. Break-off set Included bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA and Canada (cULus). Factory Mutual Approved (FM). Included in our Seismic Engineering Guidelines 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 Flange Maximum thickness UL Rated load refer to our Seismic Engineering Guidelines, OPM-0052-13. .375"—.499" 1090 lbs.(4.84kN) Installation: The Fig. 828 is the structural attachment component of a longitudinal or .500"—.875" 1370lbs.(6.09kN) 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 assembly. NFPA 13, FM IDS 2-8, and/or OSPHD guidelines should be followed. To Install: Slide the Fig. 828 on the 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 screws until the heads break off. Remove the flange nut from the carriage bolt. Install a TOLCO swivel fitting (Fig, 909, 910, 980, *986). Use flange nut to secure the swivel fitting. *Not UL listed when used in combination with Fig. 986 Finish: Plain or Electro-Galvanized Weight: Approx.Wt./100-341 lbs. (154.7kg) Order By: Figure number and finish Patent Pending Note: Retaining strap not required. FM Approved Allowable Horizontal Load With Brace Perpendicular To Beam Brace Angle(degrees from vertical) Beam,truss or girder 300-441 45°-59° 60°-741 750-900 Fig.828 980 2220 3340 4040 Fig.828 (4.35OkN) (9.780kN) (14.8501<N) (17.970kN) Vill May pivot FM Approved Allowable Horizontal Load in any With Brace Parallel To Beam direction Brace Angle(degrees from vertical) 300-440 450-590 600-740 750-900 820 1270 1490 1650 (3.64OkN) (5.640kN) (6.62OkN) (7.33OkN) FM Approved design loads are based on ASD design method. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. updated 4-&21 Eaton 16 B-Line series Seismic Bracing Products Seismic System Attachments TOLCO Fig. 4L- sway brace attachment (UL listed) Size Range: 1" (25mm)through 8" (200mm) IPS. 10" (250mm) and 12" (300mm) OPM C UL US not UL listed LISTED Material: Steel and stainless steel. Set Bolt& Function: For bracing pipe against sway and seismic disturbance. Hardware Included Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL►1" (25mm)through 8"(200mm)pipe. UL Listed for the following sprinkler type pipes: Sch.40, Sch. 10, Bull Moose Eddy Flow,Wheatland Mega Flow, DIN 2448, KSD 3562, KSD 3507.Ask the factory for additional information as it may vary by product size. For FM Approval information refer to FM Approved page 35a. Included in our Seismic Engineering Guidelines approved by the State of California Office of ---- Statewide Health Planning and Development(OSHPD). For additional load,spacing D and placement information relating to OSHPD projects,please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig.4L is the "braced pipe" attachment component + n of a longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form ' a complete bracing assembly. NFPA 13 guidelines should be followed. (For complete detailed instructions see instruction sheet IL309015EN). to 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 head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electroga Ivan ized, Hot Dip Galvanized or Stainless Steel (only for 4"&6" sizes). Order By: Figure number, pipe size and finish. 0 0 Lateral ® Longitudinal With Plain& With Hot Dip Galvanized& Brace Brace Electrogalvanized Finish Stainless Steel Finish UL Max.Rec.Load PLN&EG. Nom Pipe Size A(Max) C D Bolt Size Logitudinal Lateral Approx. Part No. in. mm in. in. in. in. lbs. lbs. Wt./100 lbs. 4L-1 1 (25) 5 2 13/8 '/2-13 1000 1000 176 Eaton's B-Line series seismic bracing 4L-11/4 11/4 (32) 52/7 21/16 11/9 '/2-13 1000 1000 182 components are designed to be 4L-11/2 11/2 (40) 51/2 21/3 12/3 '/2-13 1000 1000 187 compatible only with other B-Line 4L-2 2 (50) 62/ 22/3 2 /z 13 1600 1000 204 series bracing components,resulting in a listed seismic bracing assembly. 4L-21/2 21/z — 67J 3 21js 1/2-13 2000 1000 217 Eaton B-Line Division warranty for 4L-65mm — (65) 67/9 3 21/3 '/2-13 700 1000 214 seismic bracing components will 4L-3 3 (80) 73/7 31/4 25/8 '/2-13 2000 1000 323 be the warranty provided in Eaton 4L 3t/z 3'/2 (90) 8 3'/2 2'/8 /z 13 2000 1000 343 B-Line Division standard terms andconditions of sale made available by 4L-4*** 4 (100) 83/7 33/4 31/a 1/2-13 2000** 1000 253 Eaton,except that,in addition to the 4L-5 5 — 91/9 43/8 35/8 1/2-13 2000** 1600* 314 other exclusions from Eaton B-Line 4L-125mm — (125) 91/9 43/8 35/8 '/2-13 1200 1600* 314 Division warranty,Eaton makes no 4L-6*** 6 — 113/7 51/3 41/7 '/2-13 2000 1600* 540 warranty relating to B-Line series 4L 150mm — (150) 113/7 51/3 44/7 /z 13 1200 1600* 538 seismic bracing components that are combined with products not provided 4L-8 8 — 133/e 62/5 52/3 1/2-13 2000 2100* 645 by Eaton. 4L-200mm — (200) 133/e 62/5 52/3 '/2-13 1400 2100* 643 4L-10**** 10 (254) 173/e 81/4 71/4 1/2-13 NA NA 1349 4L-12**** 12 (300) 193/5 91/4 81/4 1/2-13 NA NA 1526 All dimensions in charts and on drawings are in inches. * Only UL listed as a lateral brace for use with a 1"(25mm)pipe as the brace member. Dimensions shown in **Only UL listed as a longitudinal brace for use with a 1"(25mm)thru 1'/2"(40mm)pipe as the brace member. parentheses are in millimeters ***Fig 414 and Fig 4L-6 are only sizes available in stainless steel 316. unless otherwise specified. ****FM approved not UL listed. Updated 4-7-21 B-Line series Seismic Bracing Products 35 Eaton Seismic System Attachments TOLCO Fig. R- sway brace attachment (FM approved) OPM < FM > Size Range: 1" (25mm)through 12" (300mm) IPS. APPROVED Material: Steel. set Bolt& Function: For bracing pipe against sway and seismic disturbance. Hardware Included Approvals: Approved by Factory Mutual Engineering(FM), 1" (25mm)through 12" (300mm) pipe. For UL Listed information refer to UL Listed page 35. Included in our Seismic Engineering Guidelines 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 our Seismic UL Engineering Guidelines, OPM-0052-13. ---- Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a D longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO-structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. + A 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 head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. (For complete c _ detailed instructions see instruction sheet IL309015EN). `--- Finish: Plain, Electroga Ivan ized. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM IDS 2-8. 0 0 O Lateral Longitudinal With Plain& Brace Brace Electrogalvanized Finish FM Max.Rec.Load FM Max.Rec.Load Nom Pipe A Bolt Logitudinal Lateral Approx. Size (Max) C D Size 30°-44° 45°-59° 60°-74° 75°-90° 30°44° 45°-59° 60°-74° 75°-90° M./100 Part No. in. mm in. in. in. in. lbs. (kN lbs. (kN lbs. kN lbs. (kN lbs. kN lbs. (kN) lbs. (kN) lbs. (kN) lbs. 4L-1 1 (25) 5 2 13/8 1/2-13 1060(4.72) 1160(5.16) 1400(6.23) 1500(6.68) 1370(6.10) 1940(8.63) 2380(10.59) 2650(11.79) 176 4L-1t/4 1'/4 (32) 52/7 21/,6 15/9 1/2-13 1060(4.72) 1160(5.16) 1400(6.23) 1500(6.68) 1370(6.10) 1940(8.63) 2380(10.59) 2650(11.79) 182 4L-11/2 11/2 (40) 51/2 21/3 12/3 1/2-13 740(3.30) 1020(4.54) 1250(5.57) 920(4.10) 1370(6.10) 1940(8.63) 2380(10.59) 2650(11.79) 187 4L-2 2 (50) 62/7 22/3 2 1/2-13 740(3.30) 1020(4.54) 1250(5.57) 920(4.10) 1420(6.32) 1990(8.86) 2440(10.86) 2720(12.10) 204 4L-2t/2 2'7z - 6S 9 21 1/2-13 520(2.32) 650(2.90) 790(3.52)11040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 220 4L-65mm - (65) 67/9 3 21/3 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 218 4L-3 3 (80) T/7 31/4 25/B 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 323 4L-31/2 T/2 (90) 8 31/2 27/B 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 343 41-4 4 (100) 83/7 T/4 31/B 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 253 4L-5 5 - 95/9 43/B 35/B 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 313 4L-125mm - (125) 91/9 43/B 35/B 1/2-13 520(2.32) 650(2.90) 790(3.52) 1040(4.63) 1410(6.28) 1990(8.86) 2440(10.86) 2720(12.10) 312 4L-6 6 - 113/7 51/3 4a/7 1/2-13 870(3.87) 1200(5.34) 1460(6.50) 1630(7.26) 1560(6.94) 2210(9.84) 2710(12.06) 3020(13.44) 540 4L-150mm - (150) 111/7 5'/3 44/7 '/2-13 870(3.87) 1200(5.34) 1460(6.50) 1630(7.26) 1560(6.94) 2210(9.84) 2710(12.06) 3020(13.44) 538 4L-8 8 - 1 T/5 62/5 52/3 1/2-13 1190(5.30) 1440(6.41) 1580(7.03) 1750(7.79) 1560(6.94) 2210(9.84) 2710(12.06) 3020(13.44) 645 4L-200mm - (200) 1 T/5 62/5 52/3 '/2-13 1190(5.30) 1440(6.41) 1580(7.03) 1750(7.79) 1560(6.94) 2210(9.84) 2710(12.06) 3020(13.44) 643 4L-10 10 (254) 173/5 81/4 71/4 1/2-13 1620(7.21) 1660(7.38) 1570(6.98) 1740(7.74) 1620(7.21) 2300(10.23) 2820(12.54) 3140(13.97) 1349 4L-12 12 1300) 1 193/5 1 9'/4 1 81/4 1 1/2-13 11620(7.21) 1660(7.38)1 1570(6.98) 1740(7.74) 1620(7.21) 2300(10.23) 2820(12.54) 3140(13.97) 1526 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components,resulting in a listed seismic bracing assembly.Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that,in addition to the other exclusions from Eaton B-Line Division warranty,Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Updated 47-21 Eaton 36 B-Line series Seismic Bracing Products Seismic Bracing TOLCO Fig. 1001 - sway brace attachment (UL listed) Size Range: Pipe size to be braced: 1"(25mm)thru 8"(200mm) IPS. Pipe size used for bracing: 1" (25mm)and 1'/4' (32mm) Schedule 40 IPS. OPM C UL US Material: Steel LISTED Function: For bracing pipe against sway and seismic disturbance.The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. 0 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" (25mm) 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)and Canada (cUL). UL Listed Set Bolts for the following sprinkler type pipes: Sch.40 (and as brace member), Sch. 10, Bull Moose Included Eddy Flow,Wheatland Mega Flow, DIN 2448, KSD 3562 (and as brace member), KSD 3507.Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 67. Finish: Plain, Electro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm)or 1'/4"(32mm)), and finish. Pipe Part Number&Approx.Wt./100 Design Load-Lbs. Size 1"(25mm)Brace Pipe 11/4"(32mm)Brace Pipe For Brace Pipe Size 1"/1'/4" Sch.7 Sch.10 Sch.40 in. (mm) Lbs. (kg) Lbs. (kg) 1"/11/4" 1"/11/4" 1"/1'/4" 1" (25) 1001-1 X 1 104.6 (47.4) 1001-1 X 11/4 122.2 (55.4) -/- -/- 1000/1000 11/4" (32) 1001-11/4 X 1 105.2 (47.7) 1001-1'/4 X 1'/4 122.6 (55.6) 1000/1000 1000/1000 1000/1000 1'/2' (40) 1001-11/2 X 1 107.0 (48.5) 1001-1'/2 X 1'/4 124.7 (56.6) 1500/1500 1500/1500 1500/1500 2" (50) 1001-2 X 1 112.6 (51.1) 1001-2 X 11/4 129.2 (58.6) 1500/1500 1500/1500 1500/1500 *2'/2.'(65) 1001-272 X 1* 136.3 (61.8) 1001-21/2 X 11/4* 154.4 (70.0) 2000/2000 2000/2000 2000/2000 3" (80) 1 1001-3 X 1 145.0 (65.8) 1001-3 X 11/4 163.1 (74.0) 2000/2000 2000/2000 2000/2000 4" (100) 1001-4 X 1 158.6 (71.9) 1001-4 X 11/4 176.7 (80.1) 2000/2000 2000/2000 2000/2000 5" (100) 1001-5 X 1 173.2 (78.6) 1001-5 X 1'/4 191.4 (86.8) -/- 2000/2000 2000/2000 *6" (150) 1001-6 X 1* 190.0 (85.2) 1001-6 X 11/4* 206.0 (93.4) 2000/2000 2000/2000 2000/2000 *8" (200) 1 1001-8 X 1* 217.4(111.5) 1001-8 X 11/4* 265.3(120.3) -/- 2000/2000 2000/2000 *Note: Metric sizes available for 65mm, 150mm, 200mm pipe size with 25mm and 32mm brace pipe size. Contact the factory. 0 O Fig.1001 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 66 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 1001 - sway brace attachment (FM approved) Size Range: Pipe size to be braced: 1"(25mm)thru 8" (200mm) IPS. Pipe size used QpM FM for bracing: 1"(25mm)and 11/4"132mm) Schedule 40 IPS. APPROVED Material: Steel Function: For bracing pipe against sway and seismic disturbance.The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing 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" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of set Bolts pipe to be braced. Included Approvals: Approved by Factory Mutual Engineering (FM). Included in our / Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. For LIL Listed information refer to LIL Listed page 66. Finish: Plain, Electro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1"(25mm)or 11/4"(32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly.To ensure performance, the FM Approval requires that 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. Designed to meet or exceed requirements of FM DS 2-8. Design Load-For Sch.7,Sch.10,&Sch.40 Pipe Pipe Part Number&Approx.Wt./100 Allowable Horizontal Capacity(Ibf)Per Installation' ,3 Size 1"(25mm)Brace Pipe 11/4"(32mm)Brace Pipe 30*-44° 45°-59° 60°-74° 75°-90° in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 1" (25) 1001-1 X 1 104.6 (47.4) 1001-1 X 11/4 122.2 (55.4) 1800 (8.01) 2550 (11.34) 3120 (13.88) 3490 (15.52) 11/4"(32) 1001-11/4 X 1 105.2 (47.7) 1001-11/4 X 11/4 122.6 (55.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) 11/2"(40) 1001-11/2 X 1 107.0 (48.5) 1001-11/2 X 11/4 124.7 (56.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) 2" (50) 1001-2 X 1 112.6 151.1) 1001-2 X 11/4 129.2 (58.6) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.59) *21/2"(65) 1001-21/2 X 1* 136.3 (61.8) 1001-21/2 X 11/4* 154.4 (70.0) 800 (3.56) 1130 (5.03) 1380 (6.14) 1540 (6.85) 3" (80) 1001-3 X 1 145.0 (65.8) 1001-3 X 11/4 163.1 (74.0) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.30) 4" (100) 1001-4 X 1 158.6 (71.9) 1001-4 X 11/4 176.7 (80.1) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.30) 5' (100) 1001-5 X 1 173.2 (78.6) 1001-5 X 11/4 191.4 (86.8) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) *6"(150) 1001-6 X 1* 190.0 (85.2) 1001-6 X 11/4* 206.0 (93.4) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) *8"(200) 1001-8 X 1* 217.4 (111.5) 1001-8 X 11/4* 265.3 (120.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) FM Approved when used with 1 or 11/4 inch NPS Schedule 40 Gl3 T 3091,EN 10255H,or JIS G3451 steel pipe as the brace member. 3 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as"Schedule 7".These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H,or JIS G3454,FM Approved Thinwall,or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. *Note: Metric sizes available for 65mm, 150mm,200mm X pipe size with 25mm and 32mm brace pipe size. o O Contact the factory. i Fig.1001 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 67 Eaton Page 1 of 2 EFUEGe Site Search: Home About Us Products Price Lists Library ERICO Partners Software&Downloads Contact Us You are here: 0 ERICO International : Products : CADDY® Fasteners- Electrical : Conduit/Cable : CADDY®One- Change Country Piece Strut Clamp-SCH series ► CADDY® One-Piece Strut Clamp - SCH series 0 Where to buy Printer friendly CADDY SCH series One-Piece Strut Clamps are the fastest method of attaching EMT or flexible conduit to channel. Supporting Information CADDY Electrical and Features Low Volta ge/Datacom m • Installs quickly and easily, requires only a screwdriver or nut driver for installation Fasteners 2007 • Heavy-duty construction with a bright zinc finish Size 3/8" MC/AC to 4" EMT conduits Product Available In: • All sizes available with load distribution plate attached to screw North America Latin America Applications One piece installation means no screws or bolts to drop. More Information Fig 1 1 4 nF44 0 Fig 2 Catalog Fig EMT Rigid Cable O.D. Static Load Std Box No. No. Range Limit Qty SCH8 1 1/2" — — 200 100 SCH 12 1 3/4" 1/2" — 200 100 SCH 16 1 1" 3/4" — 200 100 SCH2O 1 1-1/4" 1" — 200 100 DF createCd with pd?Fact\ory Pro trial ver1s�ionKFww pdffactory.com 3/7/2008 Page 2 of 2 SCH6B 2 118" — .10" - .63" 200 100 SCH8B 2 1/2" — .34" - .71" 200 100 SCH 12B 2 3/4" 1/2" .57" - .92" 200 100 SCH 16B 2 1" 3/4" .72" - 1.16" 200 100 SCH2OB 2 1-1/4" 1" 1.00" - 1.51" 200 100 SCH24B 2 1-1/2" i/4„ 1.25" - 1.74" 350 50 SCH32B 2 2" 1-2„ 1.74" - 2.20" 350 50 SCH40B 3 — 2" 2.00" - 2.38" 350 25 SCH48B 3 2-1/2" i-2„ 2.38" - 2.88" 350 25 SCH56B 3 3" 3" 2.72" - 3.50" 350 25 SCH64B 3 3-1/2" i-2„ 3.25" - 4.00" 350 10 SCH72B 3 4" 4" 3.85" - 4.50" 350 10 Patent No. 4,429,440 Copyright©2008 ERICO International Corporation. Privacy and Legal Statements Top of Page DF createCd with pd�Fact\or� Pro trial vers�ionKFww pdffactory.com 3/7/2008 Permit#: 5602 Permit Date: 09/20/23 Permit Type: FIRE SPRINKLER Project Name: Quantum Doors &Windows Applicant Name: Emerald Fire LLC Applicant Address: 11505 Burnham Dr.NW Ste. 201 Applicant, City, State, Zip: Gig Harbor,WA 98332 Contact: Michelle Hillstrom Phone: 2538572056 Email: michelleh@emeraldfirellc.com Scope of Work: Install Fire Sprinkler System Valuation: 13000.00 Square Feet: 3500 Number of Stories: 1 Construction Type: IA Occupancy Group: F-2; Factory Low Hazard ID Code: Permit Issued: 10/24/2023 Permit Expires: 05/06/2024 Form Permit Type: FIRE SPRINKLER Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400200700 19817 74TH AVE NE BSP#202012225005 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Michelle 11505 Burnham CONSTRUCTION Emerald Fire Hillstrom 253-857-2056 Dr,Ste 201 CONTRACTOR COA 602211955 Michelle 11505 Burnham CONSTRUCTION Labor and EMERAFL980MR Emerald Fire Hillstrom 253-857-2056 Dr,Ste 201 CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 1pm requested.Site contact 11/07/2023 FS07.FIRE is CJTolbert 425-314-7791. 11/08/2023 11/08/2023 BUILDING Approved SPRINKLER FINAL Please call spray booth inspection FS02. 2pm requested Unable to 11/02/2023 UNDERGROUND for spray booth 11/03/2023 BUILDING Inspect-No HYDRO Contact CJ Tolbert 425-314- Access 7791 FS07.FIRE Unable to 10/27/2023 SPRINKLER FINAL 10/30/2023 BUILDING Inspect-No Access Plan Reviews Date Review Type Description Assigned To Review Status 09/22/2023 FIRE SPRINKLER BUILDING In Review 09/22/2023 FIRE SPRINKLER FIRE In Review Fees Fee Description Notes Amount Enter 1 if permit is for:fire alarm,or fire Web Only-Fire System Plan Review sprinkler $200.00 Enter 1 if permit is for:accessory dwelling unit,accessory structure,commercial addition,commercial alteration, Web Only-Building Plan Review commercial building,commercial racking, $217.02 duplex,master sign program,multi-family, residential addition,residential alteration, residential single family,solar installation, spray booth installation.(Table 4-2) Credit Card Service $12.51 Processing/Technology $25.00 Fire Sprinkler System Commercial NFPA 13/13R $375.00 Spray Booth Pre-Engineered w/docs 3 spray booths $450.00 Credit Card Service $25.50 Total $1,305.03 Attached Letters Date Letter Description 10/23/2023 Building Permit 09/20/2023 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 09/20/2023 XBP Conf: $417.02 154395180 09/20/2023 154395180 Ameresia Lawlis $12.51 10/23/2023 XBP Con£ $850.00 156864392 10/23/2023 156864392 Ameresia Lawlis $25.50 Outstanding Balance $0.00 Notes Date Note Created By: 04/26/2024 sent expiration notice Hannah Hardwick 03/25/2024 sent expiration notice Hannah Hardwick 10/13/2023 Filled out refund request form.Turned it in to Marc's box for approval.Sent link for payment to Hannah Hardwick applicant. 09/22/2023 Building plan review fee that was paid is incorrect for this permit.Need to refund or revise per Kristin Foster correct permit fees and change bars numbers. Uploaded Files Date File Name 10/27/2023 17326332-20230920 BLD5602 Specs.pdf 10/27/2023 17326327-20230920 BLD5602 SeismicCalcs.pdf 10/27/2023 17326325-20230920 BLD5602 Hy draulicCalcs.pdf 10/27/2023 17326324-20230920 BLD5602 App.pdf 10/24/2023 17284685-2023 BLD5602 IssuedPermit.pdf 10/13/2023 17182265-20231013 BLD5602 Approved Plans.pdf