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18513 59th Ave Ne_BLD6978_2026
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: F] New Installation [] System Modification [] Phased Installation 18513 59TH AVE NE,ARLINGTON WA 98223 $129,500 Property Address: Suite No.: Project Valuation: Lot#: Parcel ID No.: 31052200103100 Preferred Contact: ❑ Owner ❑Applicant ❑ Contractor Project Description: INstallation of full NFPA 13 system with 315 spk heads, only wet systems, no standpipes Owner Name: Marc Volmer Phone No.: 425-315-7082 Email Address: mvolmer@becsc.org Cell No.: Mailing Address: 8223 Broadway city: Everett State: WA Zip: 98203 Applicant Name: Casey Yardley Phone No.: 360-794-8621 Email Address: caseyy@wolfefp.com Cell No.: 253-273-9036 Mailing Address: 832 80th Street SW City: Everett State: WA Zip: 98203 Contractor Name: Wolfe Fire Protection Office No.: 360-794-8621 Email Address: caseyy@wolfefp.com Cell No.: Mailing Address: 832 80th Street SW City: Everett State: WA Zip: 98203 L&I Contractor License Number: WOLFE90ODD Expiration Date: 09/12/2026 SUBMITTAL REQUIREMENTS: Provide Information on All Equipment to be Installed Prior to Installation ELECTRONIC FILES OF THE FOLLOW: 0 Complete and Scaled Plans 23 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 ❑ 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 = $ 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 $ ✓❑ 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 = 315 $625.00 + $ 50 = $ 675 Hydraulically Designed Systems Yes Q No ❑ Yes = Permit Fee x 2 $ X2 PERMIT FEE SUBTOTAL $ 1350 ❑ 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 x $150.00 = $ Site-built or used w/o documents x $250.00 = $ Industrial Oven x $250.00 = $ PERMIT FEE SUBTOTAL $ Plan review fee due at time of submittal TOTAL PERMIT FEE $ 1350 PLAN REVIEW FEE $ 1497.74 Processing/Technology Fee $25.00 TOTAL $ 2872.74 I hereby certify that I am the ❑ Owner, ®Applicant, ❑ Contractor,and authorized to sign this application and that the above information is correct and construptyn on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules a regulati of he State of Washington,and the City of Arlington. &m �Layjlcq C)Z'[C)q & Signature Print Name Date SAVE REV2022 Page 3 of 3 DESIGN CRITERIA 1.THIS PROJECTCONSISTSOF THE INSTALLATION OF A NEW WET SPRINKLER SYSTEM INTO AN / EXISTING BUILDING,DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O19 NFPA 13,2021 IFC&IBC, AS WELL AS LOCAL JURISDICTION SPECIFICATIONS/GUIDELINES. 2.WFP SCOPE OF WORK STARTS AT THE FLANGE IN THE RISER ROOM.ALL UNDERGROUND PIPING AND FITTINGS,INCLUDING VAULTS,VALVES,THRUST BLOCKING,AND UNDERGROUND FIRE DEPARTMENT CONNECTIONS THAT DO NOT ENTER THE BUILING TO BE DONE BY OTHERS. 3.HYDRAULIC CALCULATIONS HAVE BEEN PROVIDED TO ENSURE SYSTEM MEETS NFPA 13 CRITERIA,THE HYDRAULIC CALCULATIONS WERE PERFORMED UTILIZING THE HAZEN-WILLIAMS METHOD. 4.WFP ASSUMES THE STRUCTURE TO BE ADAQUATE TO SUPPORT THE SPRINKLER SYSTEM.ALL 0"-°-6�o'�FI HANGING AND BRACING TO BE PER NFPA 13,2019 EDITION.SEISMIC CALCULATIONS HAVE BEEN p SUBMITTED TO THE LOCAL AHJ.PLEA BE NOTE THAT THE CUT SHEETS FOR OUR SEISMIC ASSEMBLIES ARE LOCATED IN THE SEISMIC CALCULATION PACKET. 5.SEISMIC SEPARATION ASSEMBLIES SHALL BE INSTALLED WHERE SPRINKLER PIPING, 0 0� REGARDLESS OF SIZE,CROSSES BUILDING SEISMIC SEPARATION JOINTS AT GROUND LEVEL AND ��/21I ANGLE H OS ALV E ABOVE.EACH SEISMIC ASSEMBLY SHALL ALLOW FOR THE CLOSING AND OPENING OF THE SEPARATION TO TWICE ITS NORMAL SIZE AND MOVEMENT RELATIVE TO THE SEPARATION IN THE OTHER TWO DIMENSIONS AN AMOUNT EQUAL TO THE SEPARATION DISTANCE. /^\ A \/A .y(FORWARD FLO BACKFLOW) 6.IN ALL CLOSETS AND COMPARTMENTS,INCLUDING THOSE HOUSING MECHANICAL EQUIPMENT, I �1 1 I'`IT I`I"'`TIOI --- THAT ARE NOT LARGER THAN 400FT'IN SIZE,A SINGLE SPRINKLER AT THE HIGHEST CEILING LEVEL ` L I SHALL BE SUFFICIENT WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCE TO THE WALL \ / PER 2018 NFPA 13-9.5.5.4 4"VI AULIC 717 ].IN TOTHERTHAN LIGHT-RESPOHAZARD OCCUPANCIES,WHERE ACTIOATDFF ENTCIES A LISTINGFOR 4" DERINGER SPRI G CHECK BOTH STANDARD-RESPONSE ANDQUICK RESPONSE PROTECTION SPRINKLER DIFFERENT COVERAGE AREAS,THAT SPRINKLER SHALL BE PERMITTED TO BE INSTALLED WITHIN A COMPARTMENT AT THE SPACING FOR BOTH QUICK AND STANDARD RESPONSE WITHOUT ANY SEPARATION BETWEEN THE BAC K F LO W VA L AREAS SO ERB IN ED SMALL ROOMS NFPA DEFINED 3.5 9 8.SPRINKLERS INSMALLROOMS O DEFINED BY WA NFPA 13-3.3.196 ARE PERMITTED TO1 1� LOCATED NOT MORE THAN 9'-0 FROM ANY SINGLE WALL PER 2019 NFPA 10.2.5.2.3,10.2.5.2.3.1 1 .ALL MATERIAL TO BE ILL LISTED AND FM APPROVED FOR FIRE SPRINKLER USE. 1 \\ .ALL ELECTRICAL WIRING AND MONITORING OF SPRINKLER SYSTEM TO BE DONE BY OTHERS. ® o 0 .ALL CLEANING AND PAINTING OF PIPING AND BAGGING OF HEADS TO BE DONE BY OTHERS. .FIRE CAULKING TO BE DONE BY OTHERS. TO D FDC SPRINKLER OMISSIONS FERGUSON PIP FU RNITURMUILT INS STAND - SPRINKLERS OMITTED FROM FURNITURE SUCH AS PORTABLE WARDROBE UNITS,CABINETS, `\ \/ ,1 TROPHY CASES,AND SIMILAR ITEMS NOT INTENDED FOR OCCUPANCY PER 2019 NFPA 139.2.9 4 1 NORTH ELEVATION " UNDERGROUND ATORIRM GENE RINKLER OMMSFOMERRITTRROOMS I f AT GENERATOR AND TRANSFORMER ROOMS PER 20181FC903.3.1.1.1 FIRE SERVICE (3),WHERE THESE ROOMS ARE SEPERATED FROM THE REMAINDER OF THE BUILDING BY WALLS AND FLOORICEILING OR ROORCEIUNGS ASSEMBLIES HAVING A FIRE-RESISTANCE R LINE ENTRY RATING C NOT LESS THAN 2 HOURS. BUILDING I L D I N G SECTIONS ELEVATOR MACHINE ROOMSI IN ELEVATOR SPRINKLERS OMMITTED IN ELEVATOR MACHINE ROOMS AND HOISTWAYSPER NFPA 13 9.3.6.3(1-5).AND 20181FC 903.3.1.1.1(5&8)WHEN ALL REQUIRED CONDITIONS HAVE HAVE BEEN MET. SCALE: 1/16"=1•-O" ........... ELECTRICAL EQUIPMENT ROOMS - SPRINKLERS OMITTED IN ELECTRICAL EQUIPMENT ROOMS PER 2019 NFPA 139.2.6(1-4)MEN ALL REQUIRED CONDITIONS HAVE BEEN MET. RISER ROOM EXTERIOR PROJECTIONS SPRINKLER OMITTED FROM EPROJECTIONS EXCEEDING 4FEET PER 2019 NFPA 13 .. 9.2.3.1-9.2.3.3 WHEN ALL REQUIRUIREDD CO CONDITIONS HAVE BEEN MET. NON-COMBUSTIBLE CONCEALED SPACES _ __ NOT TO SCALE - SPRINKLERS OMITTED FROM NON-COMBUSTIBLE CONCEALED SPACES WITH MINIMAL COMBUSIBLE LOADING AND HAVING NO ACCESS PER 2019 NFPA 13 9.2.1.1 ° EXTERIOR SOFFITS,EAVES,OVERHANGS-"" °��•- y SPRINKLER OMITTED FROM COMBUSTIBLE SOFFITS,EAVES,OVERHANGS,AND DECORATIVE FRAME ELEMENTS PER 2019 NFPA 139.2.1.79.1 THROUGH 8.2.7.78.5. a00M(46GPIwrTHER SPACES UNDER GROUND FLOORS,EXTERIOR DOCKS,AND PLATFORMS INTERIOR DCDA - SPRINKLERS OMITTED FROM SPACES UNDER GROUND FLOORS,EXTERIOR DOCKS AND PLATFORMS PER 2019 NFPA 13 9.2.2 WHEN ALL REQUIRED CONDITIONS HAVE BEEN MET. - V EQUIPMENT ENCLOSURES - SPRINKLERS SHALL NOT BE REQUIRED TO BE INSTALLED WITHIN ELECTRICAL EQUIPMENT, IP MECHANICAL EQUIPMENT,OR AIR HANDLING UNITS NOT INTENDED FOR OCCUPANCY PER 2019 NFPA 9.2.10 T rr ' S I 1 L < CAP AND MARK 5'FROM NON4 0MBUSTIBLE STAIRWAYS RISER ROOM,COORDINATE SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE SHAFTAND UNDER THE FIRST Locnnory wlin SPRINKLER REPAIR SIDEWALK AND DESIGNER ACCESSIBLE LANDING ABOVE THE BOTTOM OF THE SHAFT PER 2019 NFPA 13 9.3.4.2.1 CURB AS REOUIREO, ` - SPRINKLERS OMITTED FROM THE BOTTOM OF THE STAIRWELL WHEN THE SPACE aRIF UNDERNEATH IS BLOCKED SO THAT STORAGE CAN NOT OCCUR PER 2019 NFPA 13 9.3.4.2.3.1 a ARU DETA L R I]0 .& L U. SCHEDULE 40 SPECIFICATIONS I J PIPE WALL INTERNAL WEIGHT OF CAPACITY IN �ema,xe gem ax. SIZE THICKNESS DIAMETER END PREP TYPES FILLED PIPE GALLONS/FT. �\ 1 0.133 1.048 THREADED,CUT&ROLL GROOVED,PLAIN END 2.05 0.045 b•••• 3'MINIMUM SEPARATION F (INSIDE EDGE OF PIPES) 1'/. 0.id0 1.380 THREADED,CUT&ROLL GROOVED,PLAIN END 2.93 0.078 - 3 1'h 0.145 1.610 THREADED,CUT&ROLL GROOVED,PLAIN END 3.61 0.115 SAwCUT.REmovENANo 2 0.154 2.067 THREADED,CUT&ROLL GROOVED,PLAIN END 5.13 DAN tf.J BEND DTON vEm IL TR_IER ARL, t40 SCHEDULE 10 SPECIFICATIONS z 31dde=ING`mJ 3 6"45ltlegree ben \ x:n 5 PIPE WALL INTERNAL WEIGHT OF CAPACITY IN / Eu I ST I N6 /I DEFLECTII ERVIE0a�M20(Y) - -.............. . .HRus= o MJ -, :NI CJ SIZE THICKNESS B DIAMETER END PREP TYPES FILLED PIPE GALLONS FT. I -9'WIDTH SAWCUT&PATCH 1% 0.109 1.442 ROLL GROOVED,PLAIN END(BUTT WELDING) 2.52 0.085 \/ /O� eT� /�,1 pp�� Z I I TT���/T1I,�IIPy EXISTING STORM ----------- I DOE-—FIRESERVICEUNDER \tG ih 0.109 1.682 ROLL GROOVED,PLAIN END(BUTT WELDING) 3.04 0.115 •( I!�IN I M/ `I I�V I L�^ 1 / FIRE SERVICE TOP OF PIPE so so so 3 wI&soTC COso so s 81/ ELEXIEV. )TORM PIPE \; 2 0.109 2.157 ROLL GROOVED,PLAIN END(BUTT WELDING) 4.22 0.190 Q pp pp / ELEv.133.T0 IE 134�3a(E)ToaM , 2% 0.120 2.635 ROLL GROOVED,PLAIN END(BUTT WELDING) 5.89 0.20 S 2V� IV3 S.F. FIRE SERVICE TOP OF PIPE 3 0.120 3.260 ROLL GROOVED,PLAIN END(BUTT WELDING) 7.94 0.433 41 _ 133.80 so so s0 so 4 0.120 4.260 ROLL GROOVED,PLAIN END(BUTT WELDING) 11.78 0.740 so so so BENDs0 so�s 6 0.134 6.357 ROLL GROOVED,PLAIN END(BUTT WELDING) 23.03 1.648 NQRTH 0 6LF VDI E:1318972.56 1-90°6'DI BEND.MJxMJ CPVC PIPE HANGING & BRACING ' RRD9TBLDDrcING - - -I I PIPE WALL INTERNAL WEIGHTOF CAPACITYIN 6"45-tlegree bentl 0PVP- SIZETHICKNESS DIAMETER END PREP TYPES FILLED PIPE GALLONS/FT. - w-w-w �wa�w 0 w ur 1 0.214 1.101 PLAIN END 0.674 .0495 0.266 1.394 PLAIN END 1.078 .0785 1A 0.302 1.598 PLAIN END 1.417 .1042 _ 00 271.R7 2 0.372 2.003 PLAIN END 2.223 .1637 MAX DISTANCE BETWEEN HANGERS TO BE: MRX 14W 6'DI NOAL MINAL SIZE 3/4 1 it/d 1112 2 21/2 3 4 5 6 8 LooP HN10En ° " T - 1-3.6TAPPINGSLEEVE TIRUSTSLOCKiNG (EPDXY COATED) GRV STEEL PIPE NIA 1'0 12-0 15-0 160 15-0 15-0 15.0 15-0 15-0 160 Loop"nrvcER THRUST INGCVFLxMJ THROSTEELPIPE WA 12-0 12-0 120 12-0 12-0 12-0 NIA N/A WA NIA : aRinc xeHcsx asLowwcoo �_ THRUST BLocrcING CPVC PIPE 546 64 B-8 74 84 BUD iD0 NIA N/A WA NIA o \ O PROJECT SPRINKLER LEGEND n o���� Y�b SYM CNT POSITION qSS TEMP K NPT BIN MFG. MODELp SPACING • 92 PENDENT OR SS F� 155° 5.6 1a RA1416 RELIABLE F1FR56 15'-OX15'-0 WATER DEPTH• Q 1 UPRIGHT OR SS 155° 5.8 1I2' RA1425 RELIABLE Fi FR56 225fl.',OR 130fl.' E�N, swrvEL 48 .F. EPTH I13 FOOT TO TOP OF PIPE.SEE SPECIFIC ® 161 UPRIGHT OR SS 155° 8.0 3l4' RA6322 RELIABLE F1 FR80 15'-OX15'-0 REOUREMENTS AT THE TWO STORMWATER CROSSINGS5] UPRIGHT OR CCS 212° EB 10 RAA454 RELIABLE KFR-CCS 25EM 3 HBW QRSS 155° 5.6 1- RA1435 RELIABLE F3QR58 186fl.'.OH 100fl.' ^ SITE PLAN WATER SERVICE PLAN 1 DRYALH A SB 155° S.fi 1' R5734 RELIABLE F30R56 315 TOTAL HEADS ON PROJECT - �T NOT TO SCALE NOT TO SCALE JOB # F25076 �TOLFE FIRE PROTECTIO]� INC. City of Arlington :-- -tlMB'ID.;OYA:1�---- r PERMIT# ' ARLINGTON BOYS & GIRLS CLUB Building Department ;�5•.B•B.N6NLM.t•,0» coNTRncTa APPROVED e•wnndrwTB air aermNw 832 80TH STREET S.W. •CA66y James YBMley APPROVAL: �7 18513 59TH AVE NE E649,-03,9Q L. 13 11��5 DRAWN BY:JOSEPH GORDON EVERETT, WA 98203 Kevin 01ander-02/25/2026 WOHe FIn Prof In U DATE:02/0 S ARLINGTON, WA 98223 No changes authorized unless approved by �WOLFEFP909D SCALE:AS NOTED 360-794-8621 the Building Official D 2/'• REVISION DATE:NIA PARCEL # 31052200103100 -�•------------------� CONTRACTOR*WOLFEFP9006DD ---- PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. THIS PLAN IS PROVIDED TO SHOW THE INTENT OF THE SPRINKLER SYSTEM, C6.osl C6.x91 c6.osl C6.o91 cs.osl cs.oal c6.xsl [s.091 c6.osl C6.asl C6.x91 C6.a91 WITH PENDENT AND UPRIGHT PROTECTION BOTH OFF OF THE CPVC PIPING. SEE PAGE FP-2 FOR BELOW THE CEILING SPRINKLER LOCATIONS AND CALCULATIONS. SEE PAGE FP3 FOR ABOVE THE CEILING SPRINKLER LOCATIONS AND CALCULATIONS. *777--1111 _ _ _ SlltlM 1HDI3H llni fIWO S101d30 HO1tlH A O O O du U a C3�3 M A a SO &IN r O W Q W - o- Wro LL1L pK OQW N W N O K Z H m Z [5 T = T �Q S 5 Z 7 W w�0 W'zn. o-ow z3aW N w Z W O Z K WOO wi-j- �I.6s d W22 za=g =b =b =6 0 0 9 0 a 'i ' ' Z'0 'Orn' U 6 6 6 ? 00 ��FQ o W� xwo° a b a 03 wOZ w' 0jw �w z¢ �a a , ear F HANGING & BRACING N O - d o a d ryd d ma F= coop xexoex axMG HnwNGEEcoW Worn BxPNcxcmE xESmAINT CCNCnETE _ Z H _ 7 -7d d 1 LI _� x _V Zee -d - _ -b IJ -a sWA.e CEC�aF xx E� xxc. s o ❑sa SPRINKLER LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MOD— SPACING Q W PENDENT OR SS WHITE 155° 5.6 12' RA1414 RELIABLE F1 FR56 15'-OX15'-0 \t ARL I N GTO N B&G - COMBINED ABOVE AND B E LOWS 0 1 UPRIGHTORSS BRASS Z .6 12' RA1425 RELIABLE Fi FR56 225ft',OR 13oR' ® 161 UPRIGHTORSS BRASS 155° 6.0 3W RA6922 RELIABLE Fi FR80 15'-OX15'-0 57 UPRIGHT OR CCS BRASS 212° 6.8 1/2" RA4454 RELIABLE KFR-CCS 256fl' It 3 HSW OR SS CHROME 155° 5.6 1/2" M1435 RELIABLE F1-56 196ft',OH 100h.• SCALE: 3/32"=1'_2; / 1 DRYHSWORSS CHROME 155° 5.6 1" R5]34 RELIABLE F3OR56 14'-13X14'-0 315 TOTAL HEADS ON PROJECT JOB # F25076 :---,;,;-:; ;::,. PERMITp WOLFE FIRE PROTECTION INC. ARLINGTON BOYS & GIRLS CLUB g p - -_ r Building not Arlington CONTRACTp APPROVED w�i•�rtaa�v+rm • -' APPROVAL: 832 80TH STREET S.W. 18513 59TH AVE NE �;>�3 Y alei3 EVERETT, WA 98203 Kevin Olander-02/25/2026 DRAWN BY:JOSEPH GORDON Wolfe Flre Prot .1 DATE—a ARLINGTO N, WA 98223 No changes authorized unless approved by �WOLFEFPBBBD SCALE:AS NOTED 360-794-8621 the Building , /O)�y//[(,� REVISION DATE:NIA PARCEL # 31052200103100 �- ---��-``-----����--% CONTRACTOR*WOLFEFP9006DD ------ ---- PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND s a RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE -`T, MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. HANGING & BRACING Ca C.a Sao C.a.o (Am. C.Aos, C.Aoa, [Am' (aoa, Laos, �a.oa, - e"mb. •g: ="d m "a =� _a _ ="d _� "d = =� _ ,� ..,^ ,e,saa. ,vneaa.z rumi,xen E� e.u.ma.. —n am., rvi - b b d b b b b b d - `' =°7 L.,xe>toert Loot/�wrvc[R epnxcxuu[rt[siwxi coucu-rt inuummaxrtn , rawo xws[a e[Loww000 a awc xws[a e[Loww000 $ � ♦ n, s � - s va^W xioxaai<a rvc xi waaGN,'gq au a111 �u 3�IEW o �LLr o SmYEL SlltlM 1HOI.H 11-f1WO S1OId3D HOIVH® swnv sauacuNv eaAcenssErveLv O O O = ve WD a MIA ° SD ovi S0 SL ~ I. o - z� 42 3 B `� - yp xrnwx N❑ir zTwz N Jam= F=]w E _ a J Q F _Q a - - - w>O irp�=a Qo e b S° rn N O-z w3❑a mow =i A=S W O p LL J W C Z M cb Fd 999 0 �+ Za, =�WU �z 0z=s 00 ° z N �3 ❑UW s w - _ - - i� Oww �a SQ E 09 K b 0 1no � d d d d b 1 m b in ineaiun. uimunrci �.m _ - SaIT exxxro�xi.� ,� ws.maW $o �a e �$ Sc $ O ❑sa S SPRINKLER LEGEND FLOOR PLAN SYM CNr POSITION FINISH TEMP K NPT SIN MFG. MODEL# SPACING / 0 92 PENDENT OR SS WHITE 155° 5.6 11T RA1414 RELIABLE FlFR56 15'-0X 15'-0 \t A R L I N G T O N B&G FLOOR PLAN O 1 UPRIGHT OR SS BRASS 155° 5.8 1l2" RA1425 RELIABLE FlFR56 225R',OR 1301' ® 161 UPRIGHT OR SS BRASS 155° 8.0 3l4' RAfi322 RELIABLE F1FR80 15'-0X15'-0 N 3 HSW QR SS CHROME 155° 5.6 tl2' RA1435 RELIABLE FlFR56 196h.•,OH 100&' SCALE: 3�32 —O 1 DRVHSWQRSS CHROME 155° 5.8 1" R51M RELIABLE F3QR56 14'-0X14'A 256 TOTAL HEADS ON FLOOR PLAN JOB # F25076 �TOLFE FIRE PROTECTION INC. ---------------------------- ARLINGTON BOYS & GIRLS CLUB Cdi gf epartme r ^�,: Raw PERMIT# Building Department : CONTRADT# 832 80TH STREET S.W. APPROVED •CaaeyJameaYerdley —' APPROVAL: 18513 59TH AVE NE :B4aao3,sc L.x I3 I'iRKs DRAWN BY:JOSEPH GORDON EVERETT, WA 98203 Kevin Olander-02/25/2026 Wotle Fin Prot In �1 DATE:0-6 ARUNGTON, WA 98223 No changes authorized Unless approved by !WOLFEFPBDBD SCALE:AS NOTED 360-794-8621 the Building Official i! D 2e; u— REVISION DATE:NIA CONTRACTOR*WOLFEFP9006DD PARCEL # 31052200103100 -----�� =----------------' PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. HANGING & BRACING [s.osl [s,osl �s,00l [s,00l �s,00l [s,00l �s,00l �s,osl �s,00l �s,osl [s,00l �s.osl NANI—yN, 2-if _y L000 H.NorR DI I—LD-LIT,. G.R oa woIu3 MN— Fi Ey _ Y moo uac" LE A A1.7—Yft swrveL awe ^ ' 0'4 4' 777777-71 _ _ n-o l I SlltlM 1HDI3H llDi DWO S1OId30 HO1tlH® n. .im-.i ..»..gym..,..... ENacc sTCE�ieEnN .o.,...®..,�... O O 01 U MIA o SO U 4 a �ZO J° 0O Z. - - z - zD:♦i2l`�k` -- ,(ny A i l I >TFu�]l w � _aw wp u=i wwZ =n l°- r W�(r ZFMww Z JJwZ ww Kw w" a Z Y1w Oew w.wWwC 0 ❑ Z u K In ❑a p 1FQ ^ A A Z 2 J Z d' O z=2 �Z � ® z 00 x G- W U of w U Z W Z'p w Z¢ ��a _b _ _ =b -1 0 8 iQ §u#I � V���6 � } � ♦ ��e 9 l � 8 _ _ 0 Z _ x T a Y 4 n - ❑ frMIME yME gga S;I $ O d 0� l� I MLLo `.s`..���a88 < - v �� s l D 0a SQ ❑SO \/ ARL I N GTO N B&G - ABOVE CEILING L SPRINKLER LEGEND ABOVE CEILING SVM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# SPACING SCALE: 3�32 1-O 5T UPRIGHT OR CCS BRASS 212- 6.6 1l2" RA0450 RELIABLE KFR- CCS 256R' ST TOTAL HEADS INSTALLED ABOVE CEILING JOB # F25076City of Arlington PTO LF E FIRE PROTECTION, IN C INC. ---------------------------- PERMIT# Building Department • ""rH..e..rn coRLINGTO]� BOSS 8c GIRLS CLUB Y g � : �: °- `, CONTRACT# 832 80TH STREET S.W. 18513 59TH AVE NE APPROVED •Casey Jama#Vardley ,MKS APPROVAL: BOp4-031&C La 1] ORAVM BY:JOSEPH GORDON EVERETT, WA 98203 Kevin Olander-02/2512026 Wolfe Firo Prot .In • �J DATE:D2,O a ARUNGTON, WA 98223 lWOLFEFPBGBD / i SCALE:AS NOTED No changes authorized unless approved by i , • 0ZL 36 0-7 9 4-8 6 21 he Building Official REVISION DATE:NIA PARCEL # 31052200103100 --------------------- ---- CONTRACTOR#:WOLFEFP9006DD FIRE SPRINKLER PERMIT APPLICATION For Instruction/Checklist,please click here Site Address: 18513 59th Ave NE Project Name: I Boys and Girls Club Project Valuation: 129,500 Preferred Contact: O Owner Applicant Contractor Project Description: Installation of new NFPA 13 west sprinkler system Owner Details Owner Name: Marc Volmer Office No.: 425-315-7082 Email Address: mvolmer@becsc.org Cell No.: Mailing Address: 18223 Broadway City: Everett State: I WA Zip: 198203 Contractor Details Contractor Name: I Wolfe Fire Protection Office No.: 360-794-8621 Email Address: caseyy@wolfefp.com Cell No.: 253-273-9036 Mailing Address: 1832 80th St SW City: Everett State: WA Zip: 198203 L&I Contractor License Number: I WOLFE90ODD Expiration Date: 09/12/2026 Primary Contact Information First Name I Casey Last Name Yardley Email Address I caseyy@wolfefp.com O TENANT IMPROVEMENT OR SYSTEM MODIFICATION (NFPA 13/13R) Number of Devices" Device Fee Subtotal 1to2 $ 75.00 = $ E:::— 3to5 $ 125.00 = $ � 6to 10 $ 175.00 = $ � 11 to20 $ 225.00 = $ � 21 to 40 $300.00 = $ 41 to 100 $375.00 11 = $ 101 to 200 $475.00 11 = $ 201 to 300 $575.00 IF-= $ > 300 $600.00 plus $50.00 per 100 additional devices (round up) Total Number of Devices= $600.00 + $ $ Hydraulically Designed Systems Yes O /No ❑ Yes =Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ ❑ IF 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 + $ $ Hydraulically Designed Systems Yes O / ❑ No Yes =Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ O IF RESIDENTIAL(NFPA 13D) Number of Devices" Device Fee Subtotal 1 to 10 $ 175.00 = $ 11 to 25 $ 225.00 — $ 26+ $ 275.00 — $ > 300 $625.00 plus $50.00 per 100 additional devices (round up) Total Number of Devices= $625.00 + $ $ *NFPA 13D SYSTEM INSTALLED (NOT REQUIRED) Permit Fee Reduced 50% _ $ PERMIT FEE SUBTOTAL $ O HOOD SUPPRESSION SYSTEM Type of System Cost per Unit Subtotal Pre-Engineered $ 200.00 — $ Custom Engineered $ 275.00 — $ 26+ $ 275.00 — $ > 300 F $625.00 plus $50.00 per 100 additional devices (round up) Total Number of Devices= $625.00 + $ $ *NFPA 13D SYSTEM INSTALLED (NOT REQUIRED) Permit Fee Reduced 50% = $ PERMIT FEE SUBTOTAL $ HOOD SUPPRESSION SYSTEM Type of System No. of Unit Cost per Unit Subtotal Pre-Engineered x $ 200.00 — $ Custom Engineered l X $ 275.00 $ PERMIT FEE SUBTOTAL $ STANDPIPE SYSTEM Standpipe Type of No. of Unit 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 Type of FIRE No. of Unit Cost per Unit Subtotal PUMP Fire PUMP $ 300.00 — $ x PERMIT FEE $ SUBTOTAL SPRAY BOOTHS (105.7) & INDUSTRIAL OVENS (105.7.7) NOTE: SEPARATE SPRINKLER PERMIT REQUIRED Type of Booth No. of Unit Cost per Unit Subtotal Pre-Engineered _ $ 150.00 — $ w/documents x Site-built or used w/o $ 250.00 — $ documents x Industrial Oven $ 250.00 — $ x PERMIT FEE $ SUBTOTAL Plan review fee due at time of submittal TOTAL PERMIT FEE $ 1350 PLAN REVIEW FEE $F1497.74 Processing/Technology Fee $25.00 TOTAL $L2872.74 I hereby certify that I am the O Owner Applicant O 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. Print Name: CASEY YARDLEY Date: 02/05/2026 CALCULATION SUMMARY Project Name:ARLINGTON BOYS&GIRLS CLUB Project Location: 18513 59TH AVE NE Contract No. : F25076 City: ARLINGTON, WA 98223 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) LIGHT HAZARD 1950 487.3 Required 0.163 7 21.2 15 100 14 60.6 2 Demand (HW) LIGHT HAZARD 1680 488.6 Required 0.189 7 21.2 15 100 17.8 56.8 3 Demand (HW) LIGHT HAZARD 1344 249.7 Required 0.1 9 16.8 8 100 11.2 64.4 4 Demand (HW) LIGHT HAZARD 1575 278.9 Required 0.1 16.2 22.5 7 100 26 49.5 5 Demand (HW) LIGHT HAZARD 1536 263.2 Required 0.1 20.9 25.6 6 100 19.1 56.5 6 Demand (HW) LIGHT HAZARD 1176 224.8 Required 0.1 12.3 19.6 6 100 14 61.7 FIRE FLOW AVAILABLITY REPORT FROM THE CITY OF ARLINGTON USED FOR CALCULATIONS HAS BEEN DIGITALLY STAPLED TO THE END OF THIS HYDRAULIC REPORT • �1tIN1M tMw0K1110TON*TAT ■■c a,,a. 000MROATO OI 001WETSNOr a • lV11111 0MMKLRR OYAtTeN1s • i Casey James Yardley • i 6494-0 14,�c,5 319-C Level 9 � Wolfe Fire Protection nc. • WOLFEFPMDD i U2 b 4 awa File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright @ 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/4/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location NEW GYM Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.163 Area of Application(ft2) 1950 Coverage per Sprinkler(ft2) 130 Number of Calculated Sprinklers 15 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 487.3 Required Pressure at Source(psi) 60.6 Type of System Wet Volume-Entire System (gal) 643.8 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes DENSITY/AREA METHOD PER 2019 NFPA 13§19.3.3.2 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) • ./ • • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 74.6 487.3 60.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 387.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 387.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 60.6 W1 -Flow(gpm) 387.3 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 1 Supply f System Demand f Add. Out. Hose O Available At Source 100 90 74.6 psi @ 487.3 gpm Fes_ 70 D2 S2 62.348 .Q 60 D3 L N 50 to , d 40 30 20 10 D11 t0 0 500600700 800 900 1000 1100 1200 1300 1400 1500 1600 170 Flow, gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 76 S2 Supply point#2-Residual 1567 64 D1 Elevation Pressure 0 10.3 D2 System Demand 387.3 60.6 D3 System Demand+Add.Out.Hose 487.3 60.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 74.8 443 14 487.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S101 Overhead 130 8 0.1 13 7 0.163 21.2 7 Sprinkler S102 Overhead 130 8 0.1 13 7 0.164 21.4 7.1 Sprinkler S103 Overhead 130 8 0.1 13 7 0.169 22 7.6 Sprinkler S104 Overhead 130 8 0.1 13 7 0.18 23.4 8.6 Sprinkler S105 Overhead 130 8 0.1 13 7 0.198 25.7 10.3 Sprinkler S106 Overhead 130 8 0.1 13 7 0.223 29 13.1 Sprinkler S107 Overhead 130 8 0.1 13 7 0.163 21.2 7 Sprinkler S108 Overhead 130 8 0.1 13 7 0.164 21.4 7.1 Sprinkler S109 Overhead 130 8 0.1 13 7 0.17 22.1 7.6 Sprinkler 5110 Overhead 130 8 0.1 13 7 0.18 23.4 8.6 Sprinkler S111 Overhead 130 8 0.1 13 7 0.198 25.7 10.3 Sprinkler S112 Overhead 130 8 0.1 13 7 0.223 29 13.1 Sprinkler S113 Overhead 130 8 0.1 13 7 0.257 33.5 17.5 Sprinkler File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 S114 Overhead 130 8 0.1 13 7 0.259 33.7 17.8 Sprinkler S115 Overhead 130 8 0.1 13 7 0.267 34.7 18.8 Sprinkler File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S101 Overhead Sprinkler 8 21.2 130 7 7 160.75 HEAD Open 8.2 0.163 -10.3 13 S107 Overhead Sprinkler 8 21.2 130 7 7 160.75 HEAD Open 8.2 0.163 -10.3 13 S102 Overhead Sprinkler 8 21.4 130 7.1 7 160.75 HEAD Open 8.4 0.164 -10.3 13 S108 Overhead Sprinkler 8 21.4 130 7.1 7 160.75 HEAD Open 8.4 0.164 -10.3 13 S103 Overhead Sprinkler 8 22 130 7.6 7 160.75 HEAD Open 9 0.169 -10.3 13 S109 Overhead Sprinkler 8 22.1 130 7.6 7 160.75 HEAD Open 9.1 0.17 -10.3 13 S104 Overhead Sprinkler 8 23.4 130 8.6 7 160.75 HEAD Open 10.4 0.18 -10.3 13 S110 Overhead Sprinkler 8 23.4 130 8.6 7 160.75 HEAD Open 10.4 0.18 -10.3 13 S105 Overhead Sprinkler 8 25.7 130 10.3 7 160.75 HEAD Open 12.7 0.198 -10.3 13 S111 Overhead Sprinkler 8 25.7 130 10.3 7 160.75 HEAD Open 12.7 0.198 -10.3 13 S106 Overhead Sprinkler 8 29 130 13.1 7 160.75 HEAD Open 16 0.223 -10.3 13 S112 Overhead Sprinkler 8 29 130 13.1 7 160.75 HEAD Open 16 0.223 -10.3 13 S113 Overhead Sprinkler 8 33.5 130 17.5 7 160.75 HEAD Open 20.5 0.257 -10.3 13 S114 Overhead Sprinkler 8 33.7 130 17.8 7 160.75 HEAD Open 20.7 0.259 -10.3 13 S115 Overhead Sprinkler 8 34.7 130 18.8 7 160.75 HEAD Open 21.7 0.267 -10.3 13 461 Overhead Sprinkler 5.6 100 21.6 160.75 HEAD Closed -10.3 465 Overhead Sprinkler 5.6 100 21.7 160.75 HEAD Closed -10.3 003 Overhead Sprinkler 5.6 100 23.4 160.75 HEAD Closed -10.3 449 Node 25.2 159.75 NODE -9.9 448 Node 25.2 159.75 NODE -9.9 005 Node 25.5 159.75 NODE -9.9 175-0 Node 48.4 141.76 NODE -2.1 175-I Node 49.5 140.92 NODE -1.7 177-0 Node 50.9 139 NODE -0.9 177-I Node 57.9 139 NODE -0.9 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm wl Supply 387 3 60.6 137 SUPPLY 0 179 Node 61.6 133 NODE 1.7 182 Node 62.2 133 NODE 1.7 183 Node 62.3 133 NODE 1.7 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S101 160.75 8 21.2 1.5 8.58 120 7 S102 160.75 8 21.2 1.68 0 0.0145 0 8.58 0.1 S102 160.75 8 21.4 1.5 8.58 120 7.1 S103 160.75 8 42.5 1.68 0 0.0529 0 8.58 0.5 S103 160.75 8 22 1.5 8.58 120 7.6 S104 160.75 8 64.5 1.68 0 0.1146 0 8.58 1 S104 160.75 8 23.4 1.5 8.58 120 8.6 S105 160.75 8 88 1.68 0 0.2032 0 8.58 1.7 S105 160.75 8 25.7 1.5 8.58 120 10.3 S106 160.75 8 113.6 1.68 0 0.3266 0 8.58 2.8 S106 160.75 8 29 1.5 17.17 120 13.1 461 160.75 142.6 1.68 0 0.4974 0 17.17 8.5 461 160.75 0 2lx(us.Tee-Br)=12.31 2.62 120 21.6 449 159.75 142.6 2.157 lx(us.90)=6.15 18.46 0.1473 0.4 21.08 3.1 449 159.75 0 4 11.75 120 25.2 448 159.75 142.6 4.26 0 0.0054 0 11.75 0.1 448 159.75 142.8 4 14 120 25.2 005 159.75 285.4 4.26 0 0.0194 0 14 0.3 005 159.75 101.9 410x(us.90)=131.67 285.73 120 25.5 175-0 141.76 387.3 4.26 lx(us.Tee-Br)=26.33 158 0.0341 7.8 443.74 15.1 175-0 141.76 0 4 0.83 48.4 VIC UMC 175-I 140.92 387.3 0 0 0.7953 0.4 *** 0.83 0.7 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 49.5 177-0 139 387.3 4.26 13.17 0.0341 0.8 16.91 0.6 177-0 139 0 4 2.43 50.9 DERINGER 30 177-I 139 387.3 0 0 2.8862 0 *** 2.43 7 177-I 139 0 4 2x(us.90)=26.33 7.75 120 57.9 179 133 387.3 4.26 26.33 0.0341 2.6 34.09 1.2 179 133 0 6lx(us.90)=24.19 98.33 140 61.6 182 133 387.3 6.4 2x(us.45)=24.19 48.39 0.0035 0 146.72 0.5 182 133 0 8lx(us.90)=31.7 68.5 140 62.2 183 133 387.3 8.55 31.7 0.0009 0 100.2 0.1 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 183 133 0 6lx(us.90)=24.19 10 140 62.3 W1 137 387.3 6.4 24.19 0.0035 -1.7 34.19 0.1 W 1 60.6 Path No: 2 S107 160.75 8 21.2 1.5 8.58 120 7 S108 160.75 8 21.2 1.68 0 0.0146 0 8.58 0.1 S108 160.75 8 21.4 1.5 8.58 120 7.1 S109 160.75 8 42.6 1.68 0 0.053 0 8.58 0.5 S109 160.75 8 22.1 1.5 8.58 120 7.6 S110 160.75 8 64.6 1.68 0 0.1149 0 8.58 1 5110 160.75 8 23.4 1.5 8.58 120 8.6 S111 160.75 8 88.1 1.68 0 0.2037 0 8.58 1.7 S111 160.75 8 25.7 1.5 8.58 120 10.3 S112 160.75 8 113.8 1.68 0 0.3274 0 8.58 2.8 S112 160.75 8 29 1.5 17.17 120 13.1 465 160.75 142.8 1.68 0 0.4986 0 17.171 18.6 465 160.75 0 2lx(us.Tee-Br)=12.31 2.62 120 21.7 448 159.75 142.8 2.157 1x(us.90)=6.15 18.46 0.1476 0.4 21.08 3.1 448 25.2 Path No: 3 S113 160.75 8 33.5 1.5 8.58 120 17.5 S114 160.75 8 33.5 1.68 0 0.0339 0 8.58 0.3 S114 160.75 8 33.7 1.5 8.58 120 17.8 S115 160.75 8 67.2 1.68 0 0.1234 0 8.58 1.1 S115 160.75 8 34.7 1.5 17.17 120 18.8 003 160.75 101.9 1.68 0 0.267 0 17.17 4.6 003 160.75 0 2lx(us.Tee-Br)=12.31 2.62 120 23.4 005 159.75 101.9 2.157 lx(us.90)=6.15 18.46 0.079 0.4 21.081 11.7 005 25.5 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 20.67 ft/s occurs in the following pipe(s): (465-S112) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 8s 80 75 70 65 60 .y 5s Q- 50 d 45 N 40 i d 3s 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 o ^ Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 631 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 7.57 7 psi @ 387.3 gpm 6.57 - Q. 5.57 N L 3 y 4.57 N L a 3.57 2.57 1.57 0.57 M o 0 0 0 Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 630 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 1.7 0.7 psi @ 38-1.3 gpm 0.7 O o n O O O O N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 14 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/4/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location OLD GYM Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.189 Area of Application(ft2) 1680 Coverage per Sprinkler(ft2) 112 Number of Calculated Sprinklers 15 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 488.6 Required Pressure at Source(psi) 56.8 Type of System Wet Volume-Entire System (gal) 557.5 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes DENSITY/AREA METHOD PER 2019 NFPA 13§19.3.3.2 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hvdraulic Simplified) • • • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 74.6 488.6 56.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 388.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 388.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 56.8 W1 -Flow(gpm) 388.6 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 002 Node 26.1 159.75 NODE -9.9 175-I Node 45.6 140.92 NODE -1.7 175-0 Node 44.5 141.76 NODE -2.1 177-I Node 54 139 NODE -0.9 177-0 Node 47 139 NODE -0.9 179 Node 57.8 133 NODE 1.7 182 Node 58.3 133 NODE 1.7 183 Node 58.4 133 NODE 1.7 424 Node 25.8 159.75 NODE -9.9 432 Node 25.7 159.75 NODE -9.9 S201 Overhead Sprinkler 8 21.2 112 7 7 159.75 HEAD Open 10 0.189 -9.9 11.2 S202 Overhead Sprinkler 8 21.3 112 7.1 7 159.75 HEAD Open 10.1 0.19 -9.9 11.2 S203 Overhead Sprinkler 8 21.9 112 7.5 7 159.75 HEAD Open 10.7 0.196 -9.9 11.2 S204 Overhead Sprinkler 8 23.2 112 8.4 7 159.75 HEAD Open 12 0.207 -9.9 11.2 S205 Overhead Sprinkler 8 25.3 112 10 7 159.75 HEAD Open 14.1 0.226 -9.9 11.2 S206 Overhead Sprinkler 8 28.4 112 12.6 7 159.75 HEAD Open 17.2 0.254 -9.9 11.2 S207 Overhead Sprinkler 8 32.5 112 16.5 7 159.75 HEAD Open 21.3 0.29 -9.9 11.2 S208 Overhead Sprinkler 8 21.2 112 7 7 159.75 HEAD Open 10 0.189 -9.9 11.2 S209 Overhead Sprinkler 8 21.3 112 7.1 7 159.75 HEAD Open 10.1 0.191 -9.9 11.2 S210 Overhead Sprinkler 8 22 112 7.5 7 159.75 HEAD Open 10.8 0.196 -9.9 11.2 S211 Overhead Sprinkler 8 23.3 112 8.5 7 159.75 HEAD Open 12.1 0.208 -9.9 11.2 S212 Overhead Sprinkler 8 25.4 112 10.1 7 159.75 HEAD Open 14.2 0.227 -9.9 11.2 S213 Overhead Sprinkler 8 28.5 112 12.7 7 159.75 HEAD Open 17.3 0.254 -9.9 11.2 S214 Overhead Sprinkler 8 32.6 112 16.6 7 159.75 HEAD Open 21.4 0.291 -9.9 11.2 S215 Overhead Sprinkler 8 40.4 112 25.5 7 159.75 HEAD Open 29.2 0.361 -9.9 11.2 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm wl Supply -388.6 56.8 137 SUPPLY 0 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S201 159.75 8 21.2 1.5 6 120 7 S202 159.75 8 21.2 1.68 0 0.0145 0 6 0.1 S202 159.75 8 21.3 1.5 8 120 7.1 S203 159.75 8 42.5 1.68 0 0.0528 0 8 0.4 S203 159.75 8 21.9 1.5 8 120 7.5 S204 159.75 8 64.4 1.68 0 0.1141 0 8 0.9 S204 159.75 8 23.2 1.5 8 120 8.4 S205 159.75 8 87.6 1.68 0 0.2017 0 8 1.6 S205 159.75 8 25.3 1.5 8 120 10 S206 159.75 8 112.9 1.68 0 0.323 0 8 2.6 S206 159.75 8 28.4 1.5 8 120 12.6 S207 159.75 8 141.4 1.68 0 0.4894 0 8 3.9 S207 159.75 8 32.5 1.5lx(us.Tee-Br)=9.84 2.85 120 16.5 432 159.75 173.9 1.68 9.84 0.7182 0 12.69 9.1 432 159.75 0 4 13.75 120 25.7 424 159.75 173.9 4.26 0 0.0077 0 13.75 0.1 424 159.75 174.3 4 13.75 120 25.8 002 159.75 348.2 4.26 0 0.028 0 13.75 0.4 002 159.75 40.4 4 8x(us.90)=105.34 177.82 120 26.1 175-0 141.76 388.6 4.26 lx(us.Tee-Br)=26.33 131.67 0.0343 7.8 309.49 10.6 175-0 141.76 0 4 0.83 44.5 VIC UMC 175-I 140.92 388.6 0 0 0.7995 0.4 *** 0.83 0.7 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 45.6 177-0 139 388.6 4.26 13.17 0.0343 0.8 16.91 0.6 177-0 139 0 4 2.43 47 DERINGER 30 177-I 139 388.6 0 0 2.8946 0 *** 2.43 7 177-I 139 0 4 2x(us.90)=26.33 7.75 120 54 179 133 388.6 4.26 26.33 0.0343 2.6 34.09 1.2 179 133 0 6lx(us.90)=24.19 98.33 140 57.8 182 133 388.6 6.4 2x(us.45)=24.19 48.39 0.0035 0 146.72 0.5 182 133 0 8lx(us.90)=31.7 68.5 140 58.3 183 133 388.6 8.55 31.7 0.0009 0 100.2 0.1 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 183 133 0 61x(us.90)=24.19 10 140 58.4 W1 137 388.6 6.4 24.19 0.0035 -1.7 34.19 0.1 W 1 56.8 Path No: 2 S208 159.75 8 21.2 1.5 6 120 7 S209 159.75 8 21.2 1.68 0 0.0146 0 6 0.1 S209 159.75 8 21.3 1.5 8 120 7.1 S210 159.75 8 42.6 1.68 0 0.053 0 8 0.4 S210 159.75 8 22 1.5 8 120 7.5 S211 159.75 8 64.5 1.68 0 0.1145 0 8 0.9 S211 159.75 8 23.3 1.5 8 120 8.5 S212 159.75 8 87.8 1.68 0 0.2026 0 8 1.6 S212 159.75 8 25.4 1.5 8 120 10.1 S213 159.75 8 113.2 1.68 0 0.3243 0 8 2.6 S213 159.75 8 28.5 1.5 8 120 12.7 S214 159.75 8 141.7 1.68 0 0.4914 0 81 13.9 S214 159.75 8 32.6 1.51x(us.Tee-Br)=9.84 2.85 120 16.6 424 159.75 174.3 1.68 9.84 0.7211 0 12.69 9.2 424 25.8 Path No: 3 S215 159.75 8 40.4 1.51x(us.Tee-Br)=9.84 2.85 120 25.5 002 159.75 40.4 1.68 9.84 0.0482 0 12.69 0.6 002 26.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 25.22 ft/s occurs in the following pipe(s): (424-S214) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 8s 80 75 70 65 60 .y 5s Q- 50 d 45 N 40 i d 3s 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 o ^ Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 631 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 7.57 7 psi @ 388.6 gpm 6.57 - Q. 5.57 N L 3 y 4.57 N L a 3.57 2.57 1.57 0.57 M o 0 0 0 Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 630 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 1.7 0.7 psi @ 388.6 gpm 0.7 o n o 0 � N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 23 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/4/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 3 Remote Area Location TEEN ROOM Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 1344 Coverage per Sprinkler(ft2) 168 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 249.7 Required Pressure at Source(psi) 64.4 Type of System Wet Volume-Entire System (gal) 476.2 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes DENSITY/AREA METHOD WITH QUICK RESPONSE REDUCTION PER 2019 NFPA 13§19.3.3.2; §19.3.3.2.3.1 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Optimized Hvdraulic Simplified) • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 75.6 249.7 64.4 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 149.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 149.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 64.4 W1 -Flow(gpm) 149.7 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 004 Node 16.7 148.5 NODE -5 019 Node 32.4 148.5 NODE -5 030 Node 41.6 148.5 NODE -5 037 Node 53.4 148.5 NODE -5 038 Node 55.4 148.5 NODE -5 175-I Node 59.8 140.92 NODE -1.7 175-0 Node 59.2 141.76 NODE -2.1 177-I Node 63.2 139 NODE -0.9 177-0 Node 60.7 139 NODE -0.9 179 Node 66 133 NODE 1.7 182 Node 66.1 133 NODE 1.7 183 Node 66.1 133 NODE 1.7 444 Node 13.2 148.5 NODE -5 445 Node 10.7 148.5 NODE -5 451 Node 12.4 148.5 NODE -5 452 Node 10 148.5 NODE -5 S301 Overhead Sprinkler 5.6 16.8 168 9 9 148 HEAD Open 0 0.1 -4.8 16.8 S302 Overhead Sprinkler 5.6 17.4 168 9.6 9 148 HEAD Open 0.6 0.103 -4.8 16.8 S303 Overhead Sprinkler 5.6 18.2 168 10.6 9 148 HEAD Open 1.4 0.108 -4.8 16.8 S304 Overhead Sprinkler 5.6 17.4 168 9.6 9 148 HEAD Open 0.6 0.103 -4.8 16.8 S305 Overhead Sprinkler 5.6 18 168 10.3 9 148 HEAD Open 1.2 0.107 -4.8 16.8 S306 Overhead Sprinkler 5.6 18.8 168 11.3 9 148 HEAD Open 2 0.112 -4.8 16.8 S307 Overhead Sprinkler 5.6 21.7 168 15 9 148 HEAD Open 4.9 0.129 -4.8 16.8 S308 Overhead Sprinkler 5.6 21.4 168 14.6 9 148 HEAD Open 4.6 0.128 -4.8 16.8 wl Supply -149 7 64.4 137 SUPPLY 0 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S301 148 5.6 16.8 1 lx(us.90)=2 10.5 120 9 452 148.5 16.8 1.049 2 0.0939 -0.2 12.5 1.2 452 148.5 17.4 1 lx(us.Tee-Br)=5 1.92 120 10 451 148.5 34.2 1.049 5 0.3497 0 6.92 2.4 451 148.5 18.2 1.5 11 120 12.4 444 148.5 52.4 1.68 0 0.0778 0 11 0.9 444 148.5 54.2 1.5 12 120 13.2 004 148.5 106.5 1.68 0 0.2898 0 12 3.5 004 148.5 43.1 1.5 28.77 120 16.7 019 148.5 149.7 1.68 0 0.5441 0 28.77 15.7 019 148.5 0 1.5 2x(BM.Tee-Run)=2 18.19 150 32.4 030 148.5 149.7 1.598 2 0.4592 0 20.19 9.3 030 148.5 0 2 4x(BM.Tee-Run)=4 45.68 150 41.6 037 148.5 149.7 2.003 2x(BM.Tee-Br)=20 31 0.1528 0 lx(BM.90)=10 76.68 11.7 037 148.5 0 2lx(us.Tee-Br)=12.31 0.25 120 53.4 038 148.5 149.7 2.157 12.31 0.1611 0 12.56 2 038 148.5 0 4 5x(us.90)=65.84 87.21 120 55.4 175-0 141.76 149.7 4.26 65.84 0.0059 2.9 153.05 0.9 175-0 141.76 0 4 0.83 59.2 VIC UMC 175-I 140.92 149.7 0 0 0.3124 0.4 *** 0.83 0.3 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 59.8 177-0 139 149.7 4.26 13.17 0.0059 0.8 16.91 0.1 177-0 139 0 4 2.43 60.7 DERINGER 30 177-I 139 149.7 0 0 1.0248 0 *** 2.43 2.5 177-I 139 0 4 2x(us.90)=26.33 7.75 120 63.2 179 133 149.7 4.26 26.33 0.0059 2.6 34.09 0.2 179 133 0 6lx(us.90)=24.19 98.33 140 66 182 133 149.7 6.4 2x(us.45)=24.19 48.39 0.0006 0 146.72 0.1 182 133 0 8 lx(us.90)=31.7 68.5 140 66.1 183 133 149.7 8.55 31.7 0.0001 0 100.2 0.0 183 133 0 6lx(us.90)=24.19 10 140 66.1 W1 137 149.7 6.4 24.19 0.0006 -1.7 34.19 0.0 W 1 64.4 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S302 148 5.6 17.4 1 lx(us.Tee-Br)=5 0.5 120 9.6 452 148.5 17.4 1.049 5 0.0999 -0.2 5.5 0.5 452 10 Path No: 3 S304 148 5.6 17.4 1 lx(us.90)=2 10.5 120 9.6 445 148.5 17.4 1.049 2 0.0999 -0.2 12.5 1.2 445 148.5 18 1 ix(us.Tee-Br)=5 1.92 120 10.7 444 148.5 35.3 1.049 5 0.3721 0 6.921 12.6 444 13.2 Path No: 4 S305 148 5.6 18 1 lx(us.Tee-Br)=5 0.5 120 10.3 445 148.5 18 1.049 5 0.1063 -0.2 5.5 0.6 445 10.7 Path No: 5 S303 148 5.6 18.2 1 2x(us.Tee-Br)=10 8.58 120 10.6 451 148.5 18.2 1.049 10 0.1089 -0.2 18.58 2 451 12.4 Path No: 6 S306 148 5.6 18.8 1 2x(us.Tee-Br)=10 8.58 120 11.3 444 148.5 18.8 1.049 10 0.1159 -0.2 18.58 2.2 444 13.2 Path No: 7 S308 148 5.6 21.4 1 lx(us.Tee-Br)=5 8.58 120 14.6 004 148.5 21.4 1.049 lx(us.90)=2 7 0.1472 -0.2 15.58 2.3 004 16.7 Path No: 8 S307 148 5.6 21.7 1 2x(us.Tee-Br)=10 2.42 120 15 004 148.5 21.7 1.049 10 0.1511 -0.2 12.42 1.9 004 16.7 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 23.94 ft/s occurs in the following pipe(s): (030-019) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 85 80 75 70 65 60 .y 55 C- 50 ti 3 45 y 40 L a 35 30 25 20 15 10 5 0 Flow,gpm ~ Pressure Loss Function Design Area: 3; BFP Ref.: 631 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 - - - 7.57 - - 6.57 - a 5.57 ai i 3 Vl 4.57 N N a 3.57 2.5 psi @ 149.7 gpm 2.57 1.57 0.57 Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 630 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 1.7 0.7 O o n O O O O N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 32 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/4/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 4 Remote Area Location COMMUNITY CENTER Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 1575 Coverage per Sprinkler(ft2) 225 Number of Calculated Sprinklers 7 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 278.9 Required Pressure at Source(psi) 49.5 Type of System Wet Volume-Entire System (gal) 451.4 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes DENSITY/AREA METHOD WITH QUICK RESPONSE REDUCTION PER 2019 NFPA 13§19.3.3.2; §19.3.3.2.3.1 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 4 (Optimized Hvdraulic Simplified) • ./ • • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 75.5 278.9 49.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 178.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 178.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 49.5 W1 -Flow(gpm) 178.9 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 007 Node 38.3 148.5 NODE -5 008 Node 40.1 148.5 NODE -5 016 Node 40 148.5 NODE -5 043 Node 39.9 148.5 NODE -5 175-I Node 44.1 140.92 NODE -1.7 175-0 Node 43.4 141.76 NODE -2.1 177-I Node 48.2 139 NODE -0.9 177-0 Node 45.1 139 NODE -0.9 179 Node 51 133 NODE 1.7 182 Node 51.2 133 NODE 1.7 183 Node 51.2 133 NODE 1.7 327 Node 38.4 148.5 NODE -5 357 Node 32.6 148.5 NODE -5 361 Node 23.1 148.5 NODE -5 362 Node 18.1 148.5 NODE -5 437 Node 32.6 148.5 NODE -5 441 Node 23.1 148.5 NODE -5 446 Node 17.8 148.5 NODE -5 S401 Overhead Sprinkler 5.6 22.7 225 16.5 16.2 148 HEAD Open 0.2 0.101 -4.8 22.5 S402 Overhead Sprinkler 5.6 23.6 225 17.8 16.2 148 HEAD Open 1.1 0.105 -4.8 22.5 S403 Overhead Sprinkler 5.6 26.6 225 22.6 16.2 148 HEAD Open 4.1 0.118 -4.8 22.5 S404 Overhead Sprinkler 5.6 22.5 225 16.2 16.2 148 HEAD Open 0.0 0.1 -4.8 22.5 S405 Overhead Sprinkler 5.6 23.5 225 17.6 16.2 148 HEAD Open 1 0.104 -4.8 22.5 S406 Overhead Sprinkler 5.6 26.7 225 22.7 16.2 148 HEAD Open 4.2 0.118 -4.8 22.5 S407 Overhead Sprinkler 5.6 33.3 225 35.3 16.2 148 HEAD Open 10.8 0.148 -4.8 22.5 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm wl Supply -178 9 49.5 137 SUPPLY 0 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S404 148 5.6 22.5 1 2x(BM.Tee-Run)=2 15 150 16.2 446 148.5 22.5 1.101 lx(BM.Tee-Br)=5 7 0.0846 -0.2 22 1.9 446 148.5 23.5 1 2x(BM.Tee-Run)=2 14.5 150 17.8 441 148.5 46 1.101 2 0.317 0 16.5 5.2 441 148.5 26.7 1 2x(BM.Tee-Run)=2 12.85 150 23.1 437 148.5 72.7 1.101 0 0.739 0 12.85 9.5 437 148.5 0 1 lx(us.Tee-Br)=5 0.25 120 32.6 016 148.5 72.7 1.049 5 1.414 0 5.25 7.4 016 148.5 73 4 13.37 120 40 008 148.5 145.7 4.26 0 0.0056 0 13.37 0.1 008 148.5 33.3 4 3x(us.90)=39.5 14.2 120 40.1 175-0 141.76 178.9 4.26 39.5 0.0082 2.9 53.7 0.4 175-0 141.76 0 4 0.83 43.4 VIC UMC 175-I 140.92 178.9 0 0 0.3712 0.4 *** 0.83 0.3 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 44.1 177-0 139 178.9 4.26 13.17 0.0082 0.8 16.91 0.1 177-0 139 0 4 2.43 45.1 DERINGER 30 177-I 139 178.9 0 0 1.2742 0 *** 2.43 3.1 177-I 139 0 4 2x(us.90)=26.33 7.75 120 48.2 179 133 178.9 4.26 26.33 0.0082 2.6 34.09 0.3 179 133 0 6lx(us.90)=24.19 98.33 140 51 182 133 178.9 6.4 2x(us.45)=24.19 48.39 0.0008 0 146.72 0.1 182 133 0 8lx(us.90)=31.7 68.5 140 51.2 183 133 178.9 8.55 31.7 0.0002 0 100.2 0.0 183 133 0 6lx(us.90)=24.19 10 140 51.2 W1 137 178.9 6.4 24.19 0.0008 -1.7 34.191 10.0 W 1 49.5 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S401 148 5.6 22.7 11X(BM.Tee-Run)=1 15 150 16.5 362 148.5 22.7 1.101 lx(BM.Tee-Br)=5 6 0.0859 -0.2 21 1.8 362 148.5 23.6 1 1x(BM.Tee-Run)=1 14.5 150 18.1 361 148.5 46.4 1.101 1 0.3214 0 15.5 5 361 148.5 26.6 1 lx(BM.Tee-Br)=5 7.81 150 23.1 357 148.5 73 1.101 5 0.7453 0 12.81 9.5 357 148.5 0 1.511x(BM.Tee-Run)=11 31.09 150 32.6 327 148.5 73 1.598 lx(BM.Tee-Br)=8 17 0.1215 0 48.09 5.8 327 148.5 0 1.5 lx(us.Tee-Br)=9.84 0.25 120 38.4 043 148.5 73 1.68 9.84 0.1439 0 10.09 1.5 043 148.5 0 4 2x(us.90)=26.33 39.41 120 39.9 016 148.5 73 4.26 26.33 0.0015 0 65.741 10.1 016 40 Path No: 3 S405 148 5.6 23.5 1 lx(BM.Tee-Br)=5 0.5 150 17.6 446 148.5 23.5 1.101 5 0.0911 -0.2 5.5 0.5 446 17.8 Path No: 4 S402 148 5.6 23.6 1 lx(BM.Tee-Br)=5 0.5 150 17.8 362 148.5 23.6 1.101 5 0.0922 -0.2 5.5 0.5 362 18.1 Path No: 5 S403 148 5.6 26.6 1 lx(BM.Tee-Br)=5 0.5 150 22.6 361 148.5 26.6 1.101 5 0.1153 -0.2 5.5 0.6 361 23.1 Path No: 6 S406 148 5.6 26.7 1 lx(BM.Tee-Br)=5 0.5 150 22.7 441 148.5 26.7 1.101 5 0.1154 -0.2 5.5 0.6 441 23.1 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 S407 148 5.6 33.3 1 2x(BM.Tee-Run)=2 13.35 150 35.3 007 148.5 33.3 1.101 lx(BM.Tee-Br)=5 5 0.1741 -0.2 18.35 3.2 007 148.5 0 1 lx(us.Tee-Br)=5 0.25 120 38.3 008 148.5 33.3 1.049 5 0.3332 0 5.251 11.7 008 40.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 26.97 ft/s occurs in the following pipe(s): (016-437) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: W1; Supply Name:W1 8s 80 75 70 65 60 .y 5s Q- 50 ti � 45 N 40 i d 3s 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 10 M V Vl D l� 00 O O v h ^ Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 631 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 7.57 6.57 - Q. 5.57 N L y 4.57 - y N a 3.1 psi @ 178.9 gpm 3.57 2.57 1.57 0.57 M o 0 0 0 Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 630 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 1.7 0.7 O o n O O O O N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 42 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/3/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 5 Remote Area Location INTERSTITIAL SPACE Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 1536 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 6 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 263.2 Required Pressure at Source(psi) 56.5 Type of System Wet Volume-Entire System (gal) 453 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes RELIABLE MODEL KFR-CCS CUT SHEET FIGURE 2 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 5 (Optimized Hvdraulic Simplified) • • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 5 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 75.6 263.2 56.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 163.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 163.2 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 56.5 W1 -Flow(gpm) 163.2 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 5 Supply f System Demand f Add. Out. Hose O Available At Source 100 t 90 75.6 psi @ •N I263.2 gpm 70 S2 62 48 D 6 D3 L " N 50 to d 40 30 .................... 20 D1 1 0 0 500600700 800 900 1000 1100 1200 1300 1400 1500 1600 170 Flow, gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G Date 2/4/2026 INTERSTITAL CALCS.dwg Page 5 Copyright©2002-2012 Tyco Fire Protection Products Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 5 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 76 S2 Supply point#2-Residual 1567 64 D1 Elevation Pressure 0 5.2 D2 System Demand 163.2 56.5 D3 System Demand+Add.Out.Hose 263.2 56.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 75.7 193.9 19.1 263.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S501 Overhead 256 5.6 0.1 25.6 20.9 0.106 27.2 23.6 Sprinkler S502 Overhead 256 5.6 0.1 25.6 20.9 0.11 28 25.1 Sprinkler S503 Overhead 256 5.6 0.1 25.6 20.9 0.1 25.6 20.9 Sprinkler S504 Overhead 256 5.6 0.1 25.6 20.9 0.104 26.6 22.6 Sprinkler S505 Overhead 256 5.6 0.1 25.6 20.9 0.107 27.3 23.8 Sprinkler S506 Overhead 256 5.6 0.1 25.6 20.9 0.111 28.4 25.8 Sprinkler File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S503 Overhead Sprinkler 5.6 25.6 256 20.9 20.9 149 HEAD Open 0 0.1 -5.2 25.6 S504 Overhead Sprinkler 5.6 26.6 256 22.6 20.9 149 HEAD Open 1 0.104 -5.2 25.6 S501 Overhead Sprinkler 5.6 27.2 256 23.6 20.9 149 HEAD Open 1.6 0.106 -5.2 25.6 S505 Overhead Sprinkler 5.6 27.3 256 23.8 20.9 149 IHEAD Open 1.7 0.107 -5.2 25.6 S502 Overhead Sprinkler 5.6 28 256 25.1 20.9 149 HEAD Open 2.4 0.11 -5.2 25.6 S506 Overhead Sprinkler 5.6 28.4 256 25.8 20.9 149 HEAD Open 2.8 0.111 -5.2 25.6 385 Node 23.5 148.5 NODE -5 001 Node 26.7 148.5 NODE -5 413 Node 29.8 148.5 NODE -5 402 Node 29.9 148.5 NODE -5 384 Node 30.8 148.5 NODE -5 009 Node 35.4 148.5 NODE -5 327 Node 40.6 148.5 NODE -5 043 Node 47 148.5 NODE -5 175-0 Node 50.9 141.76 NODE -2.1 175-I Node 51.5 140.92 NODE -1.7 177-0 Node 52.5 139 NODE -0.9 177-I Node 55.2 139 NODE -0.9 wl Supply -163.2 56.5 137 SUPPLY 0 179 Node 58.1 133 NODE 1.7 182 Node 58.2 133 NODE 1.7 183 Node 58.2 133 NODE 1.7 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S503 149 5.6 25.6 11X(BM.Tee-Run)=1 16 150 20.9 385 148.5 25.6 1.101 lx(BM.Tee-Br)=5 6 0.107 0.2 22 2.4 385 148.5 26.6 1 lx(BM.Tee-Br)=5 13.34 150 23.5 384 148.5 52.2 1.101 5 0.401 0 18.34 7.4 384 148.5 55.2 1.5 3x(BM.Tee-Run)=3 15.54 150 30.8 009 148.5 107.5 1.598 3 0.2487 0 18.54 4.6 009 148.5 55.7 1.5 1X(BM.Tee-Run)=1 9.55 150 35.4 327 148.5 163.2 1.598 0 0.5391 0 9.55 5.2 327 148.5 0 1.5 lx(us.Tee-Br)=9.84 0.25 120 40.6 043 148.5 163.2 1.68 9.84 0.6387 0 10.09 6.4 043 148.5 0 4 5x(us.90)=65.84 66.98 120 47 175-0 141.76 163.2 4.26 65.84 0.0069 2.9 132.82 0.9 175-0 141.76 0 4 0.83 50.9 VIC UMC 175-I 140.92 163.2 0 0 0.3397 0.4 *** 0.83 0.3 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 51.5 177-0 139 163.2 4.26 13.17 0.0069 0.8 16.91 0.1 177-0 139 0 4 2.43 52.5 DERINGER 30 177-I 139 163.2 0 0 1.1458 0 *** 2.43 2.8 177-I 139 0 4 2x(us.90)=26.33 7.75 120 55.2 179 133 163.2 4.26 26.33 0.0069 2.6 34.09 0.2 179 133 0 6lx(us.90)=24.19 98.33 140 58.1 182 133 163.2 6.4 2x(us.45)=24.19 48.39 0.0007 0 146.72 0.1 182 133 0 8lx(us.90)=31.7 68.5 140 58.2 183 133 163.2 8.55 31.7 0.0002 0 100.2 0.0 183 133 0 61x(us.90)=24.19 10 140 58.2 W1 137 163.2 6.4 24.19 0.0007 -1.7 34.191 10.0 W 1 56.5 Path No: 2 S504 149 5.6 26.6 1 lx(BM.Tee-Br)=5 0.5 150 22.6 385 148.5 26.6 1.101 5 0.1152 0.2 5.5 0.6 385 23.5 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 S501 149 5.6 27.2 1 2x(BM.Tee-Run)=2 27.92 150 23.6 413 148.5 27.2 1.101 2x(BM.Tee-Br)=10 22 0.1198 0.2 2x(BM.90)=10 49.92 6 413 148.5 0 1.5 1x(BM.Tee-Run)=1 5.77 150 29.8 402 148.5 27.2 1.598 1 0.0195 0 6.771 10.1 402 148.5 28 1.5 2x(BM.Tee-Run)=2 10.52 150 29.9 384 148.5 55.2 1.598 2 0.0725 0 12.52 0.9 384 30.8 Path No: 4 S505 149 5.6 27.3 1 1X(BM.Tee-Run)=1 16 150 23.8 001 148.5 27.3 1.101 lx(BM.Tee-Br)=5 6 0.1208 0.2 22 2.7 001 148.5 28.4 1 1x(BM.Tee-Run)=1 13.34 150 26.7 009 148.5 55.7 1.101 lx(BM.Tee-Br)=5 6 0.4524 0 19.34 8.7 009 35.4 Path No: 5 S502 149 5.6 28 1 3x(BM.Tee-Run)=3 18.44 150 25.1 402 148.5 28 1.101 2x(BM.Tee-Br)=10 18 0.1267 0.2 lx(BM.90)=5 36.44 4.6 402 29.9 Path No: 6 S506 149 5.6 28.4 1 lx(BM.Tee-Br)=5 0.5 150 25.8 001 148.5 28.4 1.101 5 0.1299 0.2 5.5 0.7 001 26.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 26.11 ft/s occurs in the following pipe(s): (327-009) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 5; Supply Ref.: W1; Supply Name:W1 8s 80 75 70 65 60 .y 5s Q- 50 d 45 N 40 i d 3s 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 o ^ Flow,gpm Pressure Loss Function Design Area: 5; BFP Ref.: 600 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 7.57 6.57 — Q. 5.57 N L y 4.57 N L a 3.57 2.8 psi @ 163.2 gpm 2.57 1.57 0.57 M O O O O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 5; Valve Ref.: 599 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 t.7 0.7 O o n O O O O N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 11 HYDRAULIC CALCULATIONS for Job Information Project Name:ARLINGTON BOYS&GIRLS CLUB Contract No. :F25076 City: ARLINGTON, WA 98223 Project Location: 18513 59TH AVE NE Date:2/3/2026 Contractor Information Name of Contractor: WOLFE FIRE PROTECTION INC Address: 832 80TH ST SW City: EVERETT, WA 98203 Phone Number: (360)794-8621 EXT 305 E-mail:JOEG@WOLFEFP.COM Name of Designer: JOSEPH GORDON Authority Having Jurisdiction: Design Remote Area Name 6 Remote Area Location TEEN ROOM INTERSTITIAL Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 1176 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 6 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 224.8 Required Pressure at Source(psi) 61.7 Type of System Wet Volume-Entire System (gal) 479.1 gal Water Supply Information Date 01/28/26 Location 18513 59TH AVE NE ARLINGTON,WA Source W1 Notes RELIABLE MODEL KFR-CCS CUT SHEET FIGURE 6 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:ARLINGTON BOYS&GIRLS CLUB Node Labels: Off Pipe Labels: Off Diagram for Design Area : 6 (Optimized Hvdraulic Simplified) • • File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Analysis for : 6 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 76 1567 64 Supply Analysis Node at Source Static Pressure Residual Pressure Flow pressure Available Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 76 64 1567 75.7 224.8 61.7 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 124.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 124.8 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 61.7 W1 -Flow(gpm) 124.8 Demand w/o System Pump(s) N/A File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiY2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm O11 Node 23.2 148.5 NODE -5 012 Node 23 148.5 NODE -5 019 Node 37.1 148.5 NODE -5 030 Node 43.7 148.5 NODE -5 037 Node 52.1 148.5 NODE -5 038 Node 53.5 148.5 NODE -5 175-I Node 57.7 140.92 NODE -1.7 175-0 Node 57.1 141.76 NODE -2.1 177-I Node 60.6 139 NODE -0.9 177-0 Node 58.6 139 NODE -0.9 179 Node 63.3 133 NODE 1.7 182 Node 63.4 133 NODE 1.7 183 Node 63.4 133 NODE 1.7 440 Node 21 148.5 NODE -5 442 Node 20.8 148.5 NODE -5 444 Node 21.8 148.5 NODE -5 451 Node 20.8 148.5 NODE -5 S601 Overhead Sprinkler 5.6 19.6 196 12.3 12.3 158 HEAD Open 0.0 0.1 -9.1 19.6 S602 Overhead Sprinkler 5.6 21.7 196 15 12.3 158 HEAD Open 2.1 0.11 -9.1 19.6 S603 Overhead Sprinkler 5.6 20 196 12.8 12.3 158 HEAD Open 0.4 0.102 -9.1 19.6 S604 Overhead Sprinkler 5.6 20 196 12.8 12.3 158 HEAD Open 0.4 0.102 -9.1 19.6 S605 Overhead Sprinkler 5.6 23 196 16.9 12.3 158 HEAD Open 3.4 0.118 -9.1 19.6 S606 Overhead Sprinkler 5.6 20.4 196 13.3 12.3 158 HEAD Open 0.8 0.104 -9.1 19.6 wl Supply -124.8 61.7 137 SUPPLY 0 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S601 158 5.6 19.6 1 2x(us.Tee-Br)=10 23.33 120 12.3 451 148.5 19.6 1.049 lx(us.90)=2 12 0.1254 4.1 35.33 4.4 451 148.5 20 1.5 2.5 120 20.8 440 148.5 39.7 1.68 0 0.0465 0 2.5 0.1 440 148.5 21.7 1.5 8.5 120 21 444 148.5 61.3 1.68 0 0.1042 0 8.5 0.9 444 148.5 40.5 1.5 5 120 21.8 011 148.5 101.8 1.68 0 0.2664 0 5 1.3 O11 148.5 23 1.5 35.77 120 23.2 019 148.5 124.8 1.68 0 0.3888 0 35.77 13.9 019 148.5 0 1.5 2x(BM.Tee-Run)=2 18.19 150 37.1 030 148.5 124.8 1.598 2 0.3281 0 20.19 6.6 030 148.5 0 2 4x(BM.Tee-Run)=4 45.68 150 43.7 037 148.5 124.8 2.003 2x(BM.Tee-Br)=20 31 0.1092 0 lx(BM.90)=10 76.68 8.4 037 148.5 0 2lx(us.Tee-Br)=12.31 0.25 120 52.1 038 148.5 124.8 2.157 12.31 0.1151 0 12.56 1.4 038 148.5 0 4 5x(us.90)=65.84 87.21 120 53.5 175-0 141.76 124.8 4.26 65.84 0.0042 2.9 153.05 0.6 175-0 141.76 0 4 0.83 57.1 VIC UMC 175-I 140.92 124.8 0 0 0.2616 0.4 *** 0.83 0.2 175-I 140.92 0 4lx(us.90)=13.17 3.74 120 57.7 177-0 139 124.8 4.26 13.17 0.0042 0.8 16.91 0.1 177-0 139 0 4 2.43 58.6 DERINGER 30 177-I 139 124.8 0 0 0.8126 0 *** 2.43 2 177-I 139 0 4 2x(us.90)=26.33 7.75 120 60.6 179 133 124.8 4.26 26.33 0.0042 2.6 34.09 0.1 179 133 0 6lx(us.90)=24.19 98.33 140 63.3 182 133 124.8 6.4 2x(us.45)=24.19 48.39 0.0004 0 146.72 0.1 182 133 0 8 lx(us.90)=31.7 68.5 140 63.4 183 133 124.8 8.55 31.7 0.0001 0 100.2 0.0 183 133 0 6lx(us.90)=24.19 10 140 63.4 W1 137 124.8 6.4 24.19 0.0004 -1.7 34.19 0.0 W 1 61.7 File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:ARLINGTON BOYS&GIRLS CLUB Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S603 158 5.6 20 1 lx(us.Tee-Br)=5 21.33 120 12.8 451 148.5 20 1.049 2x(us.90)=4 9 0.13 4.1 30.33 3.9 451 20.8 Path No: 3 S604 158 5.6 20 1 2x(us.Tee-Br)=10 25.83 120 12.8 444 148.5 20 1.049 lx(us.90)=2 12 0.1302 4.1 37.83 4.9 444 21.8 Path No: 4 S606 158 5.6 20.4 1 lx(us.Tee-Br)=5 23.83 120 13.3 444 148.5 20.4 1.049 2x(us.90)=4 9 0.1348 4.1 32.83 4.4 444 21.8 Path No: 5 S602 158 5.6 21.7 1 lx(us.90)=2 9.5 120 15 442 148.5 21.7 1.049 2 0.1502 4.1 11.5 1.7 442 148.5 0 1.5 lx(us.Tee-Br)=9.84 1 120 20.8 440 148.5 21.7 1.68 9.84 0.0152 0 10.841 10.2 440 21 Path No: 6 S605 158 5.6 23 1 lx(us.90)=2 9.5 120 16.9 012 148.5 23 1.049 2 0.1686 4.1 11.5 1.9 012 148.5 0 1.5lx(us.Tee-Br)=9.84 1 120 23 O11 148.5 23 1.68 9.84 0.017 0 10.841 10.2 O11 23.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.97 ft/s occurs in the following pipe(s): (030-019) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure vs. Flow Function Design Area: 6; Supply Ref.: W1; Supply Name:W1 8s 80 75 70 65 60 .y 5s Q- 50 d 45 N 40 i d 3s 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 o ^ Flow,gpm Pressure Loss Function Design Area: 6; BFP Ref.: 600 (DERINGER 30, Size = 4); Inlet Node: 177-I; Outlet Node: 177-0 8.57 7.57 6.57 — Q. 5.57 N L y 4.57 N L a 3.57 2.57 2 psi @ 124.8 gpm 1.57 0.57 M O O O O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:ARLINGTON BOYS&GIRLS CLUB Device Graphs Pressure Loss Function Design Area: 6; Valve Ref.: 599 (VIC UMC, Size = 4); Inlet Node: 175-I; Outlet Node: 175-0 6.7 5.7 y 4.7 Q N L 3 U) 3.7 y N L IL 2.7 t.7 0.7 O o n O O O O N O Flow,gpm File:C:\Users\joeg\Desktop\F25076 ARLINGTON BOYS&GIRLS CLUB\F25076-ARLINGTON B&G INTERSTITAL CALCS.dwg Date 2/4/2026 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Joe Gordon From: Caitlin Dwyer <cdwyer@arlingtonwa.gov> Sent: Tuesday, January 27, 2026 10:52 AM To: Joe Gordon Cc: James Kelly; Linda Taylor Subject: RE: Fire flow report 59th Ave NE Joe- The below fire flow data is derived from the City of Arlington's 2025 water model. If you need actual flow and pressure data, please coordinate with Public Works (360-403-3526)for a contractor to perform this work. Node =J-956 Elevation = 137.19 ZONE = 342 Zone Hydraulic Grade Line = 333.05 ft 2024 Fire Flow Available = 1,567 gpm 2024 Peak Hour Demand Pressure = 85.00 psi 2024 Peak Hour Demand = 0.00 gpm 2024 Residual Pressure =71 psi 2045 Fire Flow Available = 1,567 gpm 2045 Peak Hour Demand Pressure = 76 psi 2045 Residual Pressure =64 psi Feel free to contact me if you have any additional questions.-Caitlin Caitlin D.Dwyer Utilities Manager City of Arlington (360)403-3540 Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From:Joe Gordon <JoeG@wolfefp.com> Sent:Tuesday,January 20, 2026 12:08 PM To: Utilities@arlingtonwa.gov Subject: Fire flow report 59th Ave NE This message is from an External Sender This message came from outside the City of Arlington Good morning, My name is Joseph Gordon, I am a designer for Wolfe Fire Protection INC. and I have a new fire sprinkler project in your jurisdiction that I need to track down a flow test or modeled report for. Do you have anything available for the following address, 18513 591h AVE NE, Arlington, WA.? 1 Joseph Gordon Designer- Nicet II Wolfe Fire Protection, Inc. 832 80th Street Southwest Everett,WA 98203 0:360-794-8621 www.wolfefp.com 2 Seismic Brace Report '0 p . / Ack,Engineered Solutions Project Name ARLINGTON BOYS & GIRLS CLUB APPROVAL STAMP MI Date 02/04/2026 ❑ Approved Address 18513 59TH AVE NE ARLINGTON, WA 98223 ❑ Approved as Noted ❑ Not Approved rrrr�rrrrrrrr�r rrrrr�.rrrrrr� W"NINOTON•TAT■1 ■ + O11111111VVIVIGATS OF O°MPtTtNOV ■ Remarks: ■ IVat MI SPRMKLM*V" i i Casey James Yardley S. cs . i 6494-0319-C Level 3 cc) Wolfe Fire Protection WOLFEFP906DD a ■ Uk I Standard NFPA 13-2019 ■ BRACE SUMMARY Brace Drawing Seismic Design Structure Brace Description Fastener Attachments Name Reference Load LAT LAT 776 Ibf. Horizontal Beam Flange Lateral Orientation 45°-90°1 NPS Sch 40 AF087 AF075-1 NPS x 1/2" AF035-4 NPS x 1 NPS LAT LAT 703 Ibf. Horizontal Beam Flange Lateral Orientation 45°-90°1 NPS Sch 40 AF087 AF075-1 NPS x 1/2" AF035-4 NPS x 1 NPS LONG LONG 609 Ibf. Horizontal Beam Flange Longitudinal Orientation 45'-90'1 NPS Sch AF087 40 AF075-1 NPS x 1/2" AF730-4 NPS LAT LAT 463 Ibf. Horizontal Beam Flange Lateral Orientation 45° 90°1 NPS Sch 40 AF087 AF075-1 NPS x 1/2" AF001-4 NPS x 1 NPS LAT LAT 424 Ibf. Horizontal Beam Flange Lateral Orientation 45°-90°1 NPS Sch 40 AF087 AF075-1 NPS x 1/2" AF001-4 NPS x 1 NPS NOTE:Per NFPA 13-2019,all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed forASC's swivel attachments.Prying factors for NFPA fastener orientations"A"through "I"may be found in ASC's individual product submittal at asc-es.com NFPA 13-2016 Product loads incorporate a minimum safety factor of 1.5.NFPA 13-2019 FM Product loads have been reduced to include a safety factor of 2.2 unless noted in the applicable product submittal. The products specified within this report are limited to the capability of the sway brace assembly alone to resist the calculated seismic force resulting from user input. Point loads applied to structural elements as a result of seismic forces are not evaluated by the software.The seismic load rating of the fastener attached to a structural element is determined by one of the following:NFPA 13,UL listing,FM Global approval,or other empirical testing.The review of the of the structural element(s)as a whole and/or the entire structure and its ability to resist the seismic load(s)is beyond the scope of these seismic calculations. ASC MAKES NO WARRANTIES,EXPRESS,IMPLIED,STATUTORY,OR OTHERWISE, WITH RESPECT TO THE SOFTWARE OR THE SEISMIC CALCULATIONS,AND ASC SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 1 LAT - SEISMIC BRACE CALCULATIONS Seismic Project ARLINGTON BOYS&GIRLS CLUB Brace Name LAT Standard NFPA 13-2019 Drawing Reference LAT Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Adj. Load Substrate Horizontal Beam Flange Structural Att. AF087 N/A 968 IV. Thickness 0.19 in.-0.50 in. Swivel Att. AF075 1 NPS x 1/2" 968 IV. Load Orientation Parallel to Beam Pipe Att. AF035 4 NPS x 1 NPS 1,333 IV. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 45°-90° Structure: � Least Radius of Gyration 0.421 in. (By Others) O optional �` O 1/r Ratio Max 200 Fig.AF087 G� Orientation Fig. FF075 Max Horizontal Load 11310 IV. FASTENER INFORMATION Fastener Name N/A Schedule Pipe Service Brace Brace Pipe Pipe Fig.AF035 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CP*WP) Cp = 0.561 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Steel Sch 10 34.00 ft. 11.78 lb/ft. 400.52 lb. 400.52 lb. 3 Branch 1 Segment A 2 NPS Steel Sch 10 62.25 ft. 4.22 lb/ft. 262.69 lb. 788.07 lb. 3 Branch 1 Riser Nipple 2 NPS Steel Sch 10 1.00 ft. 4.22 lb/ft. 4.22 lb. 12.66 lb. Weakest Main Size Spacing Max Fpw Total System Weight 1,201.27 lb. 4 NPS Steel Sch 10 35 ft. 918 Ibf. System Design Weight(WP) 1,382.00 lb. Branch Riser Nipple Section Mod Fy Max Fy Horizontal Seismic Load(Fpw) 776 IV. 1 2 NPS Steel Sch 10 0.4200 in' 30,000 psi 4,279 psi 2 LAT - SEISMIC BRACE CALCULATIONS Seismic Project ARLINGTON BOYS&GIRLS CLUB Brace Name LAT Standard NFPA 13-2019 Drawing Reference LAT Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Adj. Load Substrate Horizontal Beam Flange Structural Att. AF087 N/A 968 IV. Thickness 0.19 in.-0.50 in. Swivel Att. AF075 1 NPS x 1/2" 968 Ibf. Load Orientation Perpendicular to Beam Pipe Att. AF035 4 NPS x 1 NPS 1,333 IV. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in �Fig.AF087 Brace Angle 45'-90' structure: Beam �C Optional Least Radius of Gyration 0.421 in. (By Others) O Orientation Ratio Max 200 O� Fig.AF075 Max Horizontal Load 11310 IV. FASTENER INFORMATION Fastener Name N/A SBracee40 Service Brace ipe Pipe P Fig.AF035 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (Fpw yL Cp*Wp) Cp = 0.561 UMEMM Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Steel Sch 10 25.25 ft. 11.78 lb/ft. 297.44 lb. 297.44 lb. 2 Branch 1 Segment A 2 NPS Steel Sch 10 93.75 ft. 4.22 lb/ft. 395.63 lb. 791.26 lb. Weakest Main Size Spacing Max Fpw Total System Weight 1,088.69 lb. 4 NPS Steel Sch 10 30 ft. 1,071 IV. System Design Weight(Wp) 1,252.00 lb. Horizontal Seismic Load(Fpw) 703 Ibf. 3 LONG - SEISMIC BRACE CALCULATIONS Seismic Project ARLINGTON BOYS&GIRLS CLUB Brace Name LONG Standard NFPA 13-2019 Drawing Reference LONG Brace Type Longitudinal Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Adj. Load Substrate Horizontal Beam Flange Structural Att. AF087 N/A 968 IV. Thickness 0.19 in.-0.50 in. Swivel Att. AF075 1 NPS x 1/2" 968 IV. Load Orientation Parallel to Beam Pipe Att. AF730 4 NPS 1,333 IV. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS SCh 40 All seismic brace attachments manufactured byASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 450 - 900 Structure: FKJ Least Radius of Gyration 0.421 in. (By Others) Optional O I/r Ratio Max 200 Fig.AF087 Orientation Fig.AF075 Max Horizontal Load 1,310 IV. FASTENER INFORMATION Schedule40 o lFig.AF730 Brace Pipe Fastener Name N/A Service Pipe o � *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = Cp*Wp) Cp = 0.561 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Steel Sch 10 80.00 ft. 11.78 lb/ft. 942.40 lb. 942.40 lb. Total System Weight 942.40 lb. System Design Weight(WP) 1,084.00 lb. Horizontal Seismic Load (Fpw) 609 Ibf. 4 LAT - SEISMIC BRACE CALCULATIONS Seismic Project ARLINGTON BOYS&GIRLS CLUB Brace Name LAT Standard NFPA 13-2019 Drawing Reference LAT Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Adj. Load Substrate Horizontal Beam Flange Structural Att. AF087 N/A 968 IV. Thickness 0.19 in.-0.50 in. Swivel Att. AF075 1 NPS x 1/2" 968 Ibf. Load Orientation Parallel to Beam Pipe Att. AF001 4 NPS x 1 NPS 480 IV. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in Brace Angle 45°-90° Structure: � Least Radius of Gyration 0.421 in. (By Others) O optional �` O 1/r Ratio Max 200 Fig.AF087 G� Orientation Fig. FF075 Max Horizontal Load 11310 IV. FASTENER INFORMATION Fastener Name N/A SBraceepe Service Brace Pipe p Fig.AF001 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (Fpw yL Cp*Wp) Cp = 0.561 UMEMM Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Steel Sch 10 40.00 ft. 11.78 lb/ft. 471.20 lb. 471.20 lb. 9 Branch 1 Segment A 1 NPS CPVC Sch 40 40.00 ft. 0.68 lb/ft. 27.20 lb. 244.80 lb. Weakest Main Size Spacing Max Fpw Total System Weight 716.00 lb. 4 NPS Steel Sch 10 40 ft. 769 Ibf. System Design Weight(WP) 824.00 lb. Horizontal Seismic Load(Fpw) 463 Ibf. 5 LAT - SEISMIC BRACE CALCULATIONS Seismic Project ARLINGTON BOYS&GIRLS CLUB Brace Name LAT Standard NFPA 13-2019 Drawing Reference LAT Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Adj. Load Substrate Horizontal Beam Flange Structural Att. AF087 N/A 968 IV. Thickness 0.19 in.-0.50 in. Swivel Att. AF075 1 NPS x 1/2" 968 Ibf. Load Orientation Perpendicular to Beam Pipe Att. AF001 4 NPS x 1 NPS 480 IV. BRACE INFORMATION See Appendix A for alternate seismic brace attachments. Brace Member 1 NPS Sch 40 All seismic brace attachments manufactured by ASC Engineered Solutions. Brace Length Max 7 ft 0 in �Fig.AF087 Brace Angle 45'-90' structure: Beam �C Optional Least Radius of Gyration 0.421 in. (By Others) O Orientation I/r Ratio Max 200 O� Fig.AF075 Max Horizontal Load 11310 IV. FASTENER INFORMATION Fastener Name N/A SBraceepe service Brace Pipe p Fig.AF001 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. SPRINKLER SYSTEM LOAD CALCULATION (Fpw yL Cp*Wp) Cp = 0.561 UMEMM Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Steel Sch 40 40.00 ft. 16.40 Ib/ft. 656.00 lb. 656.00 lb. Weakest Main Size Spacing Max Fpw Total System Weight 656.00 lb. 4 NPS Steel Sch 40 40 ft. 1,402 Ibf. System Design Weight(Wp) 755.00 lb. Horizontal Seismic Load(Fpw) 424 Ibf. 6 Appendix A - Alternate Seismic Brace Attachments LAT Structural Attachment Structural Structural Attach. Swivel I Pipe Attachment Attach. Size Capacity AF778 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF735 4 NPS x 1 NPS 1 1,333 Ibf. AF778 1,131 Ibf. AF700 1/2" 11,333 Ibf. I AF730 4 NPS 11,333 Ibf. AF778 1,131 Ibf. AF076 1/2" 11,237 Ibf. AF720 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF720 1,131 Ibf. AF700 1/2" 11,333 Ibf. AF727 1,333 Ibf. AF727 1/2" 1,333 Ibf. AF720 1,131 Ibf. AF076 1/2" 1,237 Ibf. AF087 968 Ibf. AF076 1/2" 1,237 Ibf. LAT Structural Attachment Structural Structural Attach. Swivel Pipe Attachment Attach. Size Capacity AF778 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF735 4 NPS x 1 NPS 1,333 Ibf. AF778 1,131 Ibf. AF700 1/2" 11,333 Ibf. AF730 4 NPS 11,333 Ibf. AF778 1,131 Ibf. AF076 1/2" 11,237 Ibf. AF720 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF720 1,131 Ibf. AF700 1/2" 11,333 Ibf. - AF727 1,333 Ibf. AF727 1/2" 1 1,333 Ibf. - AF720 1,131 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF076 1/2" 1,237 Ibf. - AF086 968 Ibf. AF075 1 NPS x 1/2" 1968 Ibf. - AF086 968 Ibf. AF076 1/2" 1,237 Ibf. - AF086 968 Ibf. AF700 1/2" 1,333 Ibf. - AF086 968 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. - LONG Structural Attachment Structural Attach. Structural Attach. Capacity Swivel Pipe Attachment Size AF778 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. - AF778 1,131 Ibf. AF700 1/2" 1,333 Ibf. - AF778 1,131 Ibf. AF076 1/2" 1,237 Ibf. - AF720 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. - AF720 1,131 Ibf. AF700 1/2" 1,333 Ibf. - AF727 1,333 Ibf. AF727 1/2" 1,333 Ibf. - AF720 1,131 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF076 1/2" 1,237 Ibf. - 7 LAT Structural Attachment Structural Structural Attach. Swivel Pipe Attachment Attach. Size Capacity AF778 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF035 4 NPS x 1 NPS 1,333 Ibf. AF778 1,131 Ibf. AF700 1/2" 1,333 Ibf. AF735 4 NPS x 1 NPS 1,333 Ibf. AF778 1,131 Ibf. AF076 1/2" 1,237 Ibf. AF775 4 NPS x 1 NPS 480 Ibf. AF720 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF730 4 NPS 1,333 Ibf. AF720 1,131 Ibf. AF700 1/2" 1,333 Ibf. - AF727 1,333 Ibf. AF727 1/2" 1,333 Ibf. - AF720 1,131 Ibf. AF076 1/2" 1,237 Ibf. - AF772 Type A 480 Ibf. AF771 1 NPS x 1/2" 1,414 Ibf. AF772 Type B 480 Ibf. AF771 1 NPS x 1/2" 1,414 Ibf. AF772 Type A 480 Ibf. AF700 1/2" 1 1,333 Ibf. - AF772 Type B 480 Ibf. AF700 1/2" 1,333 Ibf. - AF772 Type A 480 Ibf. AF076 1/2" 1,237 Ibf. - AF772 Type B 480 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF077 1 NPS x 1/2" 480 Ibf. - AF086 530 Ibf. AF075 1 NPS x 1/2" 968 Ibf. - AF086 530 Ibf. AF076 1/2" 11,237 Ibf. - AF086 530 Ibf. AF077 1 NPS x 1/2" 1 480 Ibf. - AF086 530 Ibf. AF700 1/2" 11,333 Ibf. - AF086 530 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. i - 8 LAT Structural Attachment Structural Structural Attach. Swivel Pipe Attachment Attach. Size Capacity AF778 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF035 4 NPS x 1 NPS 1,333 Ibf. AF778 1,131 Ibf. AF700 1/2" 1,333 Ibf. AF735 4 NPS x 1 NPS 1,333 Ibf. AF778 1,131 Ibf. AF076 1/2" 1,237 Ibf. AF775 4 NPS x 1 NPS 480 Ibf. AF720 1,131 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. AF730 4 NPS 1,333 Ibf. AF720 1,131 Ibf. AF700 1/2" 1,333 Ibf. - AF727 1,333 Ibf. AF727 1/2" 1,333 Ibf. - AF720 1,131 Ibf. AF076 1/2" 1,237 Ibf. - AF772 Type A 480 Ibf. AF771 1 NPS x 1/2" 1,414 Ibf. AF772 Type B 480 Ibf. AF771 1 NPS x 1/2" 1,414 Ibf. AF772 Type A 480 Ibf. AF700 1/2" 1 1,333 Ibf. - AF772 Type B 480 Ibf. AF700 1/2" 1,333 Ibf. - AF772 Type A 480 Ibf. AF076 1/2" 1,237 Ibf. - AF772 Type B 480 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF076 1/2" 1,237 Ibf. - AF087 968 Ibf. AF077 1 NPS x 1/2" 480 Ibf. - AF086 968 Ibf. AF075 1 NPS x 1/2" 968 Ibf. - AF086 968 Ibf. AF076 1/2" 11,237 Ibf. - AF086 968 Ibf. AF077 1 NPS x 1/2" 1 480 Ibf. - AF086 968 Ibf. AF700 1/2" 11,333 Ibf. - AF086 968 Ibf. AF771 1 NPS x 1/2" 11,414 Ibf. i - 9 Appendix B - Enlarged Images LAT Structure: Beam �t (By Others) Optional Q Orientation Fig. AF087 Fig. AF075 Schedule 40 Service Brace Pipe Pipe Fig. AF035 LAT Fig. AF087 Structure: Beam �C Optional (By Others) Orientation Fig. AF075 Schedule 40 Service Brace Pipe Pipe Fig. AF035 io LONG Structure: Beam �t (By Others) Optional O- Orientation Fig. AF087 Fig. AF075 �C Fig. AF730 Schedule 40 a Brace Pipe Service Pipe LAT Structure: Beam �C (By Others) Optional Q Orientation Fig. AF087 Fig. AF075 Schedule 40 Service Brace Pipe Pipe Fig. AF001 LAT Fig. AF087 Structure: Beam Optional (By Others) Orientation O Fig. AF075 Schedule 40 Service Brace Pipe Pipe Fig. AF001 * denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions 12 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method CP SS Site Fa SDS Z H LAT LAT A 0.561 1.170 LAT LAT A 0.561 1.170 LONG LONG A 0.561 1.170 LAT LAT A 0.561 1.170 LAT LAT A 0.561 1.170 CALCULATION METHODS A CP calculated per NFPA 13-2019 Table 18.5.9.3 B CP entered by user C CP calculated per ASCE/SEI 7-16 per NFPA 13-2019 Section 18.5.9.4 LEGEND EQUATIONS... FPW Seismic Horizontal Design Force F = CAP per' P P CP Seismic Coefficient per NFPA Ss Short Period MCEr Spectral Response Acceleration 0.4a S I Z Where:CP = 0.7* p °S p (1 + 2—) Fa Site Coefficient. See Tables Below. RP H Sps Short Period Spectral Acceleration aP Component Amplification Factor. Taken as 2.5 for Fire Sprinkler Applications Where:Sos — 2/3 FaSs RP Component Response Modification Factor.Taken as 4.5 for Fire Sprinkler Applications IP Component Importance Factor.Taken as 1.5 for Fire Sprinkler Applications CP ,,a,, = 0.7* 1.6Soslp WP Component Operating Weight.Taken as the weight of the Fire Sprinkler System in the Z01 plus 15% Cp in = 0.7 0.3Spslp Z Height in the structure where the component attaches to the structure. Height is m * relative to the base of the structure and shall not be taken as less than 0 and shall not be larger than "H" H Average roof height of the structure relative to the base 13 SITE COEFFICIENT, FA PER ASCE/SEI 7-16 SS <_ 0.25 S, = 0.5 SS = 0.75 SS = 1 S, = 1.25 SS > 1.5 A 0.8 0.8 0.8 0.8 0.8 0.8 B 0.9 0.9 0.9 0.9 0.9 0.9 C 1.3 1.3 1.2 1.2 1.2 1.2 D 1.6 1.4 1.2 1.1 1 1 E 2.4 1.7 1.3 1.2 1.2 1.2 Use straight-line interpolation for intermediate values of S, SITE CLASSIFICATION PER ASCE/SEI 7-16 Site Class Ground Structure A Hard Rock B Rock C Very Dense Soil and Soft Rock D Stiff Soil E Soft Clay Soil 1 - H Z t GROUND •r j �• '4 .1• BEFORE A SEISMIC EVENT DURING A SEISMIC EVENT (Exaggerated) 14 Appendix D - Bill of Materials Project Name ARLINGTON BOYS & GIRLS CLUB Code Requirements NFPA 13-2019 Last Updated February 4, 2026 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 0 Fastener 0 AF087 AF087 Structural Brace Attachment AF087 0 AF075 1 NPS AF075 Sway Brace Swivel Attachment AF075-1 NPS x 1/2" 0 AF035 4 NPS AF035 Model K Brace Clamp AF035-4 NPS x 1 NPS AF730 4 NPS AF730 Longitudinal&Lateral Seismic Clamp AF730-4 NPS 0 AF001 4 NPS AF001 Q Brace Clamp AF001-4 NPS x 1 NPS 15 AFCONO Seismic Braces Engineered Solutions Structural Brace Attachment Fig.AF087 Material Specifications Size Range: Flange Thickness:1/8"-1/2' �•_ Material Ductile Iron Casting with Carbon Steel Hardware Finish ❑ Plain ❑ ELectro-Galvanized perASTM B633 Service A seismic structural attachment designed to attach to steel I-beams,flanges,and joists.The AF087 rigidly braces piping systems subjected to horizontal and vertical seismic loads.The Af087 is also UL listed as an upper hanger attachment for up to 6"pipe at maximum allowed hanger c@us FM spacing. LISTED APPROVED Approvals L cULus Listed(ANSI/UL 203a)and FM Approved A (FM 1950-13).Complies with NFPA 13,ASCE 7, A IBC,&MSS SP-127 bracing requirements.UL 203 Listed as a hanger attachment. H B Features W The set screw provides a visual indication that 0 proper installation has been achieved. 4 Ordering Specify figure number,finish,and description. 1/s"Mounting BOIt Disclaimer: Shear Off Bolt x2 ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be FIG.AF087 Dimensions and Weight liable for any incidental,direct,consequential,special or indirect damages or lost profits where non-ASC bracing Mounting A B L W H Weight components have been,or are used. Bolt In./mm In./mm In./mm In./mm In./mm Ibs/kg Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com v2" 0.75 0.50 4.25 2.00 2.13 2.00 (M12) 19.1 12.7 108.0 50.8 54.0 0.91 Patent:No.6,629,678 Notes: ASC Engineered Solutions-brand bracing components are designed to be compatible ONLY with other ASC ���O Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL 0" N. Listing information may be viewed at www.uL.com and updated FM approval information may be viewed at An ASC Engineered Solution www.approvaLguide.com. PROJECT INFORMATION APPROVAL STAMP Project: ARLINGTON BOYS&GIRLS CLUB El Approved Address: 18513 59TH AVE NE,ARLINGTON,WA 98223 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: February 4,2026 Notes 1: Notes 2: SS-01.22 page 1 SS-SUB-AF087-v02 20220113 AFCONO Seismic Braces Structural Brace Attachment Engineered Solutions Fig.AF087 FIG.AF087 cULus Listing per ANSUUL 203a(ASD) Fig.AF087 Load Horizontal Load Rating at Brace Angle Structure Orientation Flange Thickness Swivel 30°-44° 45°-59° 60°-90° Listed Horizontial Steel Parallel to AF076 685 lbf 968 lbf 1186 lbf 1370 lbf 0 Flange and Flange and 0.1875-0.500 in (3.05 kN) (4.31 kN) (5.28 kN) (6.09 kN) Vertical Steel Perpendicular (4.75-12.70 mm) AF075 477 lbf 6741bf 825 lbf 954lbf Fig.AF076 Flange to Flange AF077 (2.12 kN) (3.00 kN) (3.67 kN) (4.24 kN) Brace Pipe 1) Listed for installation with Fig.AF075,AF076,and AF077.The Lowest Load rating at angle shall control the Load rating of the assembly. Horizontal Steel Flange 2) Brace Angles are determined from Vertical. Seismic Load Parallel to Range 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 TabLe 18.5.2.3. 4) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. FT Fig. FIG.AF087 ccULus Listing per UL 203a(ASD)for NFPA 13-2016 Editions or Earlier Horizontal Load Rating at Brace Angle Structure Load Orientation Flange Thickness30°-44° 45°-59° 60°-90° Listed Horizontial Steelparallel to FlangeFlange and and Perpendicular 0.1875-0.500 in 700 lbf 990 Ibf 1212 Ibf 1400 lbf Vertical Steel to Flange (4.75-12.70 mm) (3.11 kN) (4.40 kN) (5.39 kN) (6.23 kN) p Flange 1) Listed for installation with Fig.AF075,AF076,and AF077.The Lowest Load rating at angle shall control the Load rating of the assembly. Horizontal.Steel Flange 2) Brace Angles are determined from Vertical. Seismic Load Perpendicular to Flange 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2016 TabLe 9.3.5.2.3. 4) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3. 5) The AF087 is not FM Approved to attach to a Horizontal Steel Flange. For an FM Approved solution for o attaching a sway brace to a horizontal steel flange(I-beam)use the Fig.AF720 or Fig.AF778. rFig. FIG.AF087 FM Approved(Listing)per FM 1950-13(ASD) 0AF08 Brace Pipe � 76 Horizontal Load Rating at Brace Angle Structure Load Orientation Flange Thickness 30°-44° 45°-59° 60°-74° 75°-90° Parallel to Flange 1270 lbf 1740 lbf 2140 Ibf 2380 lbf Vertical Steel 0.125-0.500 in (5.65 kN) (7.74 kN) (9.52 kN) (10.59 kN) Flange Perpendicular to (6.35-31.75 mm) 1150 lbf 1630 lbf 3230 lbf 3610 lbf Vertical Steel Flange Flange (5.12 kN) (7.25 kN) (14.37 kN) (16.06 kN) Seismic Load Parallel to Flange 1) Listed for installation with Fig.AF075,AF076,or AF077. 2) Brace Angles are determined from Vertical. 3) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. Fig.AF076 4) To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. SPipe AF087 Installation Place the AF087 on a horizontal or vertical steel flange. Br2 Hand tighten the set screws until they contact the flange.Continue to torque the set 3screws until the heads break off. /4'Min 3 Mount the AF075,AF076,or AF077 to the mounting bolt.The mounting bolt shall be Vertical Steel Flange installed wrench tight(typically finger tight plus 1/4 to 1/2 turns) Seismic Load Perpendicular to Flange mica asc-es.com Building connections that last" SS-01.22 page 2 SS-SUB-AF087-v0220220113 1 © Seismic Braces Engineered Solutions Swivel Attachment Fig.AF075 Material Specifications Size Range: Brace Member:See Table Anchors:1/2"(M12)Brace Member Material Ductile Iron Casting with Carbon Steel Baseplate and Hardware I ' Finish ❑ Plain ❑ ELectro-Galvanized perASTM B633 Service A seismic swivel attachment designed to connect a brace member to the building structure or to a C@us FM seismic structural attachment.The AF075 rigidly LISTED APPROVED braces piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).Complies with NFPA 13,ASCE 7,IBC, O &MSS SP-127 bracing requirements. ++ Features The set screw provides a visual indication that D proper installation has been achieved. IOrdering Y X Specify figure number and description. B A L Disclaimer: FIG.AF075 Dimensions and Weight ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with A B C D X L Y Weight respect to ASC bracing products and components that are Brace Size used in combination with products,parts or systems not In./mm n./mm n./mm n./mm n./mm n./mm In./mm bs/kgs manufactured or sold by ASC.In no event shall ASC be liable 1° 1.70 for any incidental,direct,consequential,special or indirect DN25 0.77 damages or lost profits where non-ASC bracing components 11/4" 1.80 have been,or are used. SeisBrace°Seismic Fire Protection Design Tool may be DN32 1 1.83 1.25 1.38 2.25 4.5 1.25 0.82 accessed at www.seisbrace.com 1 1/" 25.40 46.48 31.75 35.05 57.15 114.30 31.75 1.90 DN40 0.86 2" 2.04 DN50 0.93 AFCON. Notes: An ASC Engineered Solution ASC Engineered SolutionsTm brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL listing information may be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. PROJECT INFORMATION APPROVAL STAMP Project: ARLINGTON BOYS&GIRLS CLUB El Approved Address: 18513 59TH AVE NE,ARLINGTON,WA 98223 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: February 4,2026 Notes 1: Notes 2: SS-11.22 page 1 SS-SU13-AFO75-vO320230106 AfconO Seismic Braces ASC Engineered Solutions Swivel Attachment Fig.AF075 FIG.AF075 cULus Listing per ANSI/UL 203a(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed 1"-2" 1h" 685Ibf 968IV 1186lbf 1370IV Sch 40 Pipe (M12) (3.05 kN) (4.31 kN) (5.28 kN O 50"Min. ) (6.09kN) V.A4 (DN25-DN50) 1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. FIG.AF075 cULus Listing per UL 203a(ASD)for NFPA 13-2016 Editions or Earlier UUs current Listings are predicated on installation in accordance with the latest edition of NFPA 13.The 2016 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 forthe load rating as compared to 2.2 for the current edition.The load ratings noted in this table are consistent with the historicalcULus Listings that were NFPA 13 Orientations A, B,or C evaluated to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 13.The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction(AHJ). Brace Member Fastener Size Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed 1"-2" 1/2 10071bf 1424Ibf 1744lbf 2015lbf Sch 40 Pipe (M12) (4.48 kN) (6.34 kN) (7.76 kN) (8.96 kN O (DN25-DN50) )1) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor oft.5in accordance with NFPA13-2016 Section A.9.3.5.2.3. FIG.AF075 FM Approved(Listing)per FM 1950-13(ASD) Horizontal Load Rating at Brace Angle _ Brace Member Fastener Size 30°-44° 45°-59° 60°-90° Listed 1"_2" NFPA 13 Orientations D, E,or F Pipe Sch 40 P 'h" 1410 Ibf 2000 IV 24501bf 2750 Ibf (DN25-Pipe (Ml2) (6.27 kN) (8.90 kN) (10.90 kN) (12.19 kN) DIN51) Load ratings may apply to NPFA 13 fastener orientations A,B,C,D,E,F,G,H,or I. 2) Brace Angles are determined from Vertical. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings O above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings by a factor of 0.68. FIG.AF075 Listed,Approved,&Tested Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM ❑ Sch.40 NPS Pipe 1" 11r4" 11/2" 2" ASTM A53,Al06,A135,or A795 ✓ ✓ DN25 Sch.40 Metric Pipe DN32 KS S 3562 ✓ ✓ DN40 DN50 NFPA 13 Orientations G,H,or I FIG.AF075 HORIZONTAL PRYING FACTORS(Pr)PER NFPA:ANGLES(DEG) Fastener Orientation A B c D E F G H I ®© Brace Angle 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° asc-es.com AF075 2.52 1.07 1.38 1.62 1.42 2.25 2.750 1.94 1.59 AF075 w/Metal Deck 2.52 1.16 1.38 - - - - - - Building connections that last" Prying Factors calculated in accordance with NFPA 13-2019 Section A.18.5.12.2 with additional consideration for baseplate eccentricity. SS-04.21 page 2 SS-SUB-AF075-vO3 20230106 AFCONO Seismic Braces k rrs:) MC. / Engineered Solutions Swivel Attachment Fig.AF075 Method 1 - Connection to Brace Member First 1 Slide the brace member over the Lowerjaw until it contacts the back wall. 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly up to the fastener or the related seismic structural attachment and connect through the mounting hole. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the specified range. Notes:The cross bolt should be hand tight.For visual inspection,at least one thread should be exposed. Method 2 - Connection to Structure First I Connect the AF075 to the fastener or the related seismic structural attachment. 2 Tighten per the fastener or structural attachment specifications. 3 Slide the brace member over the lowerjaw until it contacts the back wall. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 5 Rotate the brace member until the brace angle is within the specified range. Notes:The cross bolt should be hand tight.For visual inspection,at least one thread should be exposed. Structural Attachments,Anchors,&Fasteners Listed,Approved,&Tested with the AF075 Structural Attachment Structure AF085 Steel Joist(Top Chord) AF086 Horizontal Steel Flange(I-Beam Bottom Flange) Horizontal Steel Flange(I-Beam Top or Bottom Flange) AF087 C-Channel(Top or Bottom Flange) Vertical Flange of a Joist(Top Chord) Horizontal Steel Flange(I-Beam Top or Bottom Flange) AF778 C-Channel(Top or Bottom Flange) Vertical Flange of a Joist(Top Chord) AF779 All Structures with the Applicable Approved Anchor or Fastener DeWalt Cracked Concrete Power-Stud®+SD1 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Power-Stud®+SD2 Cracked Concrete Filled Metal Deck DeWalt Cracked Concrete Wood-Knocker®I I+ DeWalt Bang-It®+ Cracked Concrete Filled Metal Deck DeWalt DDI+' Cracked Concrete Filled Metal Deck Cracked Concrete Anchors&Fasteners Cracked Concrete Filled Metal Deck moo Per NFPA 13 Steel Wood asc-es.com Saw Lumber or Glue-Laminated Timbers Building connections that last" SS-04.21 page 3 SS-SUB-AF075-v0320230106 AFCONO Seismic Braces kttp Engineered Solutions Model K Lateral Sway Brace Fig.AF035 Material Specifications Size Range: Service Pipe Size:T'-12" Brace Member:T'-2" Material r Ductile Iron Casting with Carbon Steel Strap and Hardware Finish ❑ Plain ❑ Electro-Galvanized Service ®r' A seismic lateral brace designed to connect a brace member to the service pipe.The AF035 rigidly braces steel and CPVC piping systems subjected to horizontal and vertical seismic Loads. C U� US FM Approvals LISTED APPROVED cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).Complies with NFPA 13,ASCE 7, IBC,&MSS SP-127 bracing requirements. Features • The set screw provides a visual indication that proper installation has been achieved • Rounded edge design eliminates potential for abrasion of CPVC pipe Patents No.7,516,922,No.7,523,895 t ° Ordering O Specify figure number,service pipe size,brace size,finish,and description. o 1"(DN25)to 3"(DN80)Service Pipe 4"(DN100)to 12"Service Pipe AFCON® An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: ARLINGTON BOYS&GIRLS CLUB ❑Approved Address: 18513 59TH AVE NE,ARLINGTON,WA 98223 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: February 4,2026 Notes 1: Notes 2: SS-04.21 page 1 SS-SUB-AF035-v03 20220408 / • © Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035:Weight Per Size Brace Member Size Service Pipe Size 1"(DN25) 1%"(DN32) 1%"(DN40) 2"(DN50) 1 1.60lbs 1.80lbs 2.00lbs 2.28lbs (DN25) 1'�4" 1.68 lbs 1.88 lbs 2.08 lbs 2.36 lbs (DN32) 1/z 1.64 lbs 1.84 lbs 2.04 lbs 2.32 lbs (DN40) 2 1.88lbs 2.08lbs 2.28lbs 2.56lbs (DN50) 21h" 1.90lbs 2.10lbs 2.30lbs 2.58lbs DN65 2.00lbs 2.20lbs 2.40lbs 2.68lbs 3 2.10lbs 2.30lbs 2.50lbs 2.78lbs (DN80) 4 2.18lbs 3.38lbs 3.58lbs 3.76lbs (DN100) 5 3.40lbs 3.60lbs 3.80lbs 4.08lbs (DN125) DN150 3.80lbs 4.00lbs 4.20lbs 4.48lbs 6" 3.90lbs 4.10lbs 4.30lbs 4.58lbs DN200 4.70lbs 4.90lbs 5.10lbs 5.38lbs 8" 4.80lbs 5.00lbs 5.20lbs 5.48lbs 10" 5.60lbs 5.80lbs 6.00lbs 6.28lbs 12" 6.16lbs 6.36lbs 6.56lbs 6.84lbs ®©o asc-es.com Building connections that last" SS-04.21 page 2 SS-SUB-AF035-4320220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 cULus Listing per ANSI/UL 203a(ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service Pipe Size 30°-44° 45°-59° 60°-90° Listed Pipe Pipe IVAN VAN YAN VAN V,Aa Sch.10 Mega-Thread 1" Sch.40 MLT/GL (DN25) CPVC Eddy Thread Metric Pipe EZ-Thread Mega-Flow Sch.10 MLT/GL 11/4 Sch.40 Mega-Thread (DN32) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application Sch.10 MLT/GL 11/2 Sch.40 Mega-Thread (DN40) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 625 884 1082 1250 2.78 3.93 4.81 5.56 Mega-Flow Sch.10 MLT/GL 2" Sch.40 Mega-Thread (DN50) CPVC Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Sch.10 Mega-Flow 21/2" Sch.40 Eddy Flow CPVC Fire-Flo DN65 Metric Pipe - Lateral Appllcatlon Sch.10 Mega Flow 3" Sch. Eddy Flow (DN80) CPVCC Fire-Flo O Metric Pipe 4„ Sch.10 Mega-Flow (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 5„ Sch.10 O (DN125) Sch.40 - Metric Pipe DN150 Metric Pipe - 942 1333 1632 1885 Sch.10 4.19 5.93 7.26 8.38 6 Sch.40 Mega-Flow 0 DN200 Metric Pipe - 8„ 0.188"wall _ Sch.40 0.1ch.wall Riser Application 10" 0.188" 12" 0.188"wall _ 1125 1591 1948 2250 Sch.40 5.00 7.08 8.67 10.01 1) Brace Angles are determined from Vertical. 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) See table below for UL listed specialty pipes&UL Listed metric service pipes. 5) Load Ratings reflect 1"(DN25)-2"(DN50)brace members.See table below for Listed asc-es.com brace members. Building connections that last" 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. SS-04.21 page 3 SS-SUB-AF035-v0320220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 cULus Listing Per UL 203a(ASD)For NFPA 13-2016 Editions Or Earlier UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 13.The 2076 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 2O3A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping based upon a minimum safety factor of 7.5 in accordance with the earlier editions of NFPA 73. The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority Having Jurisdiction(AHJ). Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service Pipe Size 30°-44° 45°-59° 60°-74° 75°-90° Pipe Pipe Ibf/kN Ibf/kN Ibf/kN Ibf/kN Sch.10 Mega-Thread 1 Sch 40 MLT/GL (DN25) Metric Pipe Eddy Thread EZ-Thread Mega-Flow Lateral Application Sch.10 MLT/GL 1° Sch 40 Mega-Thread (DN32) Metric Pipe Eddy Flow Eddy Thread EZ-Thread Mega-Flow MLT/GL 11/2'. Sch.10 Mega-Thread (DN40) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Mega-Flow MLT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread EThread Fire-Flo Latera[App llcation Fire-Flo 1382 1955 2393 2765 Sch.10 Mega-Flow 6.15 8.70 10.65 1 b.. 21h" Sch.40 Eddy Flow Metric Pipe Fire-Flo O DN65 Metric Pipe - 3" Sch.10 Mega-Flow (DN80) Sch.40 Eddy Flow Metric Pipe Fire-Flo 4" Sch.10 Mega-Flow O (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 5" Sch.10 (DN125) Sch.40 - Metric Pipe 0 DN150 Metric Pipe - 6„ Sch.10 Sch.40 Mega Flow DN200 Metric Pipe - Riser Application 8" 0.188"Wall _ Sch.40 101, 0.188"Wall _ Sch.40 12" 0.188"Wall _ 1870 2644 3238 3740 Sch.40 8.32 11.77 14.40 16.64 1) Brace Angles are determined from Vertical. [moo 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. 3) Listed Load ratings reduced for angle ranges in accordance with NFPA 13-2016 Section A.93.5.23. asc-es.com 4) See table below for UL Listed specialty pipes&UL Listed metric service pipes. 5) Load Ratings reflect 1"(DN25)-2"(DN50)brace members.See table below for Listed brace members. BUILdIng connections that Last" 6) Minimum safety factor of 2.2 in accordance with NFPA 13-2016 Section A.9.3.5.23. SS-03.22 page 4 SS-SUB-AF035-v03 20220408 AFCONO Seismic Braces Engineered Solutions Model K Lateral Sway Brace Fig.AF035 FIG.AF035 FM Approved(Listing)per FM 1950-13(ASD) Standard Speicalty Horizontal Load Rating at Brace Angle Service Service Service VAO Pipe Size Pipe Pipe 30°-44° 45°-59° 60°-74° 75°-90° Ibf/kN Ibf/kN Ibf/kN Ibf/kN Sch.10 Mega-Thread 1 Sch.40 MLT/GL (DN25) Metric Pipe Eddy Thread EZ-Thread Mega-Flow 1660 2350 2880 3210 MLT/GL 7.38 10.45 12.81 14.28 114° Sch. Mega-Thread (DN32) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Lateral Application Mega-Flow MLT/GL 11r2 Sch.10 Mega-Thread (DN40) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo 1540 2170 2660 2970 Mega-Flow 6.85 9.65 11.83 13.21 MLT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread EZ-Thread Fire-Flo Sch.10 Mega-Flow 2h Sch.40 Eddy Flow Fire-Flo Lateral Application DN65 Metric Pipe - 1270 1790 2200 2450 5.65 7.96 9.79 10.90 O 3„ Sch.10 Mega-Flow (DN80) Sch.40 Eddy Flow Metric Pipe Fire-Flo 4" Sch.10 Mega-Flow O 1020 1450 1770 1980 (DN100) Sch.40 Eddy Flow 4.54 6.45 7.87 8.81 Metric Pipe Fire-Flo 5„ Sch.10 (DN125) Sch.40 - Metric Pipe O 860 1220 1490 1660 DN150 Metric Pipe - 3.83 5.43 6.63 7.38 6" Sch.10 Mega-Flow Sch.40 Riser Application DN200 Metric Pipe - 540 770 950 1060 8„ 0.188"Wall 2.40 3.43 4.23 4.72 Sch.40 1) Brace Angles are determined from Vertical. 2) Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© 3) See table below for FM listed specialty pipes&FM Listed metric service pipes. 4) Load Ratings reflect 1"(DN25)-2"(DN50)brace members.See table below for listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings asc-es.com above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply Load ratings by a factor of 0.68. 5)To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. BUILding connections that Last" SS-04.21 page 5 SS-SUB-AF035-v0320220408 AFCONO Seismic Braces xcwk, / Engineered Solutions Model K Lateral Sway Brace Fig.AF035 Place the AF035 over the service pipe to be braced. Z Insert the brace member through the cast hoop ends. The end of the brace pipe shall extend at least 1"(25.4 mm)past the cast hoop ends. 3 Hand tighten the set screws until they contact the brace member. Continue to torque the set screws until the heads bottom out on the cast hoop ends. 4 Tighten per the fastener or structural attachment specifications. 5 Ensure the brace angle is within the specified range. Notes:The brace member may be installed above or below the service pipe. 1"Min. ❑ ❑ Set Screw Installation 10i FIG.AF035 cULus Listed&FM Approved Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",1 Y4",1'h",2" ASTM A53,Al06,Al35,or A795 ✓ ✓ KS S 3562 ✓ ✓ Sch.40 Metric Pipe DN25 EN10255H ✓ DN32 DN40 GB/T 3091 ✓ DN50 Metric Pipe JIS G3454 ✓ FIG.AF035 cULus Listed&FM Approved Metric Service Pipes Service Pipe Standard(or Equivalent) Service Pipe Size UL FM KS D 3507 V ✓ KS D 3537 DN25 KS D 3562 DN32 ✓ ✓ Sch.40 DN40 GB/T 3091 DN50 ✓ GB/T 3092 DN65 JIS G3452 DN80 ✓ DN100 EN 10255M DN125 ✓ DN150 EN 10255H DN200 ✓ Notes: ASC Engineered Solutions""brand bracing components are designed to be compatible ONLY with other ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL Listing information may ®© be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. Disclaimer: asc-es.com ASC Engineered Solutions does not provide any warranties and specifically disclaims any Liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not Buildin6 connections that last' manufactured or sold by ASC.In no event shall ASC be Liable for any incidental,direct,consequential,special or indirect b damages or Lost profits where non-ASC bracing components have been,or are used. Seis Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com SS-04.21 page 6 SS-SUB-AF035-v0320220408 / • © Seismic Braces `11111�:p Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Material Specifications Size Range Service Pipe Size:1"-12",DN25-DN100 e Material Carbon Steel Clamp and Hardware.Ductile Iron Brace Member Attachment Fitting. Finish ❑ Plain ❑ Clamp:Hot Dipped Galvanized per i� ASTM A153 c �L us Fnn ❑ Brace Member Attachment Fitting: LISTED APPROVED Electro-Galvanized per ASTM B633 A Service A seismic longitudinal and Lateral brace clamp designed to connect a piping system to a brace BO member.The AF730 rigidly braces piping systems :+ O subjected to horizontal and vertical seismic loads. Y Approvals cULus Listed(ANSI/UL 203a)and FM Approved (FM 1950-13).FM Tested(ANSI/FM 1950-16). FIG.AF730 Dimensions and Weight Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing requirements. Size A B Y Weight Features In./mm In./mm In./mm Ibs/kgs • Torque off set screw and nuts provide a visual 1"(DN25) 7.6 193 2.49 1.13 indication that the desired installation torque 11/2"(DN32) 8.0 203 2.55 1.13 values have been achieved. 11/2" DN40 8.2 208 2.64 1.20 Ordering ( ) Specify figure number,service pipe size,finish, 2"(DN50) 8.7 221 2.78 1.26 and description. 21/2" 9.2 234 2.92 1.32 DiscLaimer: ASC Engineered Solutions does not provide any warranties Y(DN80) 9.8 249 3.13 1.42 and specifically disclaims any liability whatsoever with 1.50 38.1 1.91 48.5 respect to ASC bracing products and components that 4"(DN 100) 10.8 274 3.38 1.53 are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC 5" 12.1 307 3.81 1.73 be liable for any incidental,direct,consequential,special or indirect damages or lost profits where non-ASC bracing 6" 13.2 335 4.12 1.87 components have been,or are used. 8 15.2 386 6.40 2.90 Sells Brace'Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com 10" 18.1 460 7.60 3.45 12" 20.1 511 8.60 3.90 Notes: ASC Engineered SolutionsT"'brand bracing components are designed to be compatible ONLYwith other AFCON® ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. 10 Updated UL listing information may be viewed at www.uL.com and updated FM approval information may be viewed at www.approvaLguide.com. An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: ARLINGTON BOYS&GIRLS CLUB El Approved Address: 18513 59TH AVE NE,ARLINGTON,WA 98223 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: February 4,2026 Notes 1: Notes 2: SS-07.20 page 1 SS-SUB-AF730-vO4 20221228 AFCONO Seismic Braces MC Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 FIG.AF730 cULus Listing per ANSI/UL 203a(ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service V.,O `11111�:p Size Pipe Pipe 30°-44° 45`-59` 60°-90° Listed 30`-44` 45°-59° 60°-90° Listed VAN VAN VAN IVAN IVAN VAN VAN VAN Sch.A Mega-Thread 1 Sch.40 MLT/GL 340 480 588 680 340 480 588 680 (DN25) Metric Pipe Eddy Thread 1.51 2.14 2.62 3.02 1.51 2.14 2.62 3.02 EZ-Thread Mega-Flow O Sch.10 MLT/GL 11/4 Sch.40 Mega-Thread (DN32) Metric Pipe EEddd Flow Longitudinal Application ThreaEZ-Thread Mega-Flow MLT/GL 11/2 Sch.10 Mega-Thread Sch.40 Eddy Flow 375 530 649 750 375 530 649 750 (DN40) Metric Pipe Eddy Thread 1.67 2.36 2.89 3.34 1.67 2.36 2.89 3.34 Fire-Flo EZ-Thread Mega-Flow MLT/GL 2" Sch.10 Mega-Thread (DN50) Sch.40 Eddy Flow Metric Pipe Eddy Thread Fire-Flo 0 EZ-Thread Mega-Flow 21/2 Sch.10 Eddy Flow Sch.40 Fire-Flo Lateral Application 545 770 943 1090 545 770 943 1090 Sch.10 Mega-Flow 2.42 3.43 4.19 4.85 2.42 3.43 4.19 4.85 3 Sch.40 Eddy Flow (DN80) Metric Pipe Fire-Flo 4„ Sch.10 Mega-Flow (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 51, Sch.10 _ Sch.40 Sch.10 942 1333 1632 1885 942 1333 1632 1885 6 Sch.40 Mega-Flow 4.19 5.93 7.26 8.38 4.19 5.93 7.26 8.38 Sch.10 8" 0.188"Wall - Riser Application Sch.40 10" 0.188"Wall _ Sch.40 Brace Angles are determined from Vertical. Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. ®© Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. See table on page 4 for UL listed specialty pipes&UL Listed metric service pipes. asc-es.com See table on page 4 for UL listed brace members. Load ratings include a minimum safety factor of 2.2 in accordance with NFPA13-2019 Section A.18.5.2.3. BUILdIng connections that Last' All load ratings may be used for NFPA 13-2016 designs. SS-07.20 page 2 SS-SUB-AF730-v0420221228 AFCONO Seismic Braces MC Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 FIG.AF730 FM Approved(Listing)per FM 1950-13(ASD) Horizontal Load Rating at Brace Angle Service Standard Specialty Longitudinal Load Rating Lateral Load Rating Pipe Service Service VAO %IIZ:P Size Pipe Pipe 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN Ibf/kN bf/kN Sch.10 Mega-Thread V Sch.40 MLT/GL 550 640 670 740 1740 2460 3010 3360 (DN25) Metric Pipe Eddy Thread 2.24 2.84 2.98 3.29 7.74 10.94 13.39 14.95 EZ-Thread Mega-Flow 0 Sch.10 MLT/GL 1Y4" Sch.40 Mega-Thread 740 680 820 1620 1430 2020 2480 2770 (DN32) Metric Pipe Eddy Flow 3.29 3.02 3.65 7.21 6.36 8.99 11.03 12.32 Eddy Thread Lon itudinatA EZ-Thread g ppllcatlon Mega-Flow Sch.10 MLT/GL 1v2" Sch.40 Mega Thread Y 800 650 790 1800 1790 2530 3100 3460 ( ) DN40 Metric Pipe Eddy Flow Eddy Thread 3.56 2.89 3.51 8.01 7.96 11.25 13.79 15.39 Fire-Flo EZ-Thread Mega-Flow Sch.10 MLT/GL 2" Sch.40 Mega Thread Y 830 990 1190 1620 1820 2580 3160 3530 ( ) DN50 Metric Pipe Eddy Flow Eddy Thread 3.69 4.4 5.29 7.21 8.1 11.48 14.06 15.7 Fire-Flo EZ-Thread 2h' Sch.10 Edda Flow 800 700 850 1930 1610 2280 2790 3120 Sch.40 Fire-Flo 3.65 3.11 3.78 8.59 7.16 10.14 12.41 13.88 Sch.10 Mega-Flow Lateral Application 3" Sch.40 EddyFlow 960 1330 1540 1700 1550 2200 2690 3010 (DN80) Metric Pipe Fire-Flo 4.27 5.92 6.85 7.56 6.89 9.79 11.97 13.39 4" Sch.10 Mega-Flow 760 1040 1270 1400 1260 1790 2190 2440 (DN100) Sch.40 Eddy Flow Metric Pipe Fire-Flo 3.38 4.63 5.65 6.23 5.6 7.96 9.74 10.85 51, Sch.10 _ 890 1230 1410 1550 1260 1790 2190 2440 Sch.40 3.96 5.47 6.27 6.89 5.6 7.96 9.74 10.85 6„ Sch.10 Mega-Flow 700 940 1140 1310 950 1340 1640 1830 Sch.40 3.11 4.18 5.07 5.83 4.23 5.96 7.3 8.14 8„ 0.188"Wall _ 990 1130 1360 1520 1540 2170 2660 2970 Sch.40 4.4 5.03 6.05 6.76 6.85 9.65 11.82 13.21 10" 0.188"Wall _ 1020 850 1000 1100 1700 2410 2950 3290 Riser Application Sch.40 4.54 3.78 4.45 4.89 7.56 10.72 13.12 14.63 12" 0.188"Wall _ 970 1010 1220 1430 1690 2390 2930 3270 Sch.40 4.31 4.49 5.43 6.36 7.52 10.63 13.03 14.55 Brace Angles are determined from Vertical. Sch.10&0.188"Wall Load Ratings may be used for any thicker wall pipe of the same diameter. [moo Load ratings include a minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings asc-es.com by a factor of 0.68. To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of1.5. BUILdIng connections that Last" See table on page 4 for FM approved metric service pipes. See table on page 4 for FM approved brace members. SS-07.20 page 3 SS-SUB-AF730-v0420221228 AFCONO Seismic Braces rlrs:) / Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Method 1 - Connection to Brace Member First I Slide the brace member over the lowerjaw until it contacts the back wall of the brace member attachment fitting. 2 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. 3 Rotate the brace assembly to the service pipe.Unbolt the back nut&bolt and rotate the clamp halves over the service pipe.Re-assemble the nut and bolt. 4 Hand tighten the nuts on both sides of the clamp.Evenly and alternately torque the nut until the head breaks off.It is best practice to tighten the nut at thejaw side first. 5 Ensure the brace angle is within the range specified. Method 2 - Connection to Service Pipe First 1 Unbolt the back nut&bolt and rotate the clamp halves over the service pipe. Re-assemble the nut and bolt. 2 Hand tighten the nuts on both sides of the clamp.Evenly and alternately torque the nut until the head breaks off.It is best practice to tighten the nut at thejaw side first. 3 Slide the brace member over the lowerjaw until it contacts the back wall of the brace member attachment fitting. 4 Hand tighten the set screw until it contacts the brace member.Continue to torque the set screw until the head breaks off. FIG.AF730 cULus Listed&FM Approved Brace Members Brace Member Sizes Standards(or Equivalent) UL Listed FM Approved Sch.40 1",1 Y,",1 v2",2" ASTM A53,Al 06,Al 35,or ✓ ✓ NIPS Pipe A795 Sch.40 Metric Pipe KS D 3562 ✓ ✓ DN25,DN32, EN10255H ✓ Metric Pipe DN40,DN50 GB/T3091 ✓ AS G3454 ✓ FIG.AF730 cULus Listed&FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 ✓ ✓ KS D 3537 KS D 3562 ✓ ✓ Sch.40 G B/T 3091 ✓ GB/T 3092 DN25,DN32,DN40, JIS G3452 DN50,DN 80,DN100 ✓ EN10255M asc-es.com EN 10255H Building connections that last" ss-07.20 page 4 SS-SUB-AF730-v04 20221228 AFCONO Seismic Braces kkp Engineered Solutions Model Q Lateral Sway Brace Fig.AF001 Material Specifications Size Range: Service Pipe Size:1"-4",DN25-DN100 �-' Brace Member:l"-11/a",DN25-DN32 Material Carbon Steel Finish ❑ Plain ❑ ELectro-Galvanized Service A seismic lateral brace designed to connect a brace member to the service pipe.The AF001 rigidly braces steel piping systems subjected to horizontal and vertical seismic loads. Approvals cULus Listed(ANSI/UL 203a),FM Approved(FM 1950-13),&OSHPD(OPM-0351-13).Complies with NFPA 13,ASCE 7,IBC,&MSS SP-127 bracing 1"to 4"Service Pipe requirements. Features The indicator clip provides a visual indication that proper installation has been achieved.. 047)pd c&s <a> ordering OPM-0351-13 LISTED APPROVED Specify figure number,service pipe size,brace size,finish,and description. FIG.AF001:Weight and Installation Torque Service Pipe Size Brace Member Size Installation Torque 1"(DN25) 1V(DN25) 1"(DN25) 0.82 lbs 0.87 lbs 1 Ya"(DN32) 0.86 lbs 0.90 lbs 14 ft-lbs I'Y'(DN40) 0.90 lbs 0.95 lbs 2"(DN50) 0.96 lbs 1.00 lbs 21/2" 1.02 lbs 1.06 lbs DN65 1.05 lbs 1.09 lbs 16 ft-lbs 3"(DN80) 1.09 lbs 1.13lbs AFCON® 4"(DN100) 1.23 lbs 1.26 lbs 17 ft-lbs 10 An ASC Engineered Solution PROJECT INFORMATION APPROVAL STAMP Project: ARLINGTON BOYS&GIRLS CLUB El Approved Address: 18513 59TH AVE NE,ARLINGTON,WA 98223 ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: February 4,2026 Notes 1: Notes 2: SS-06.21 page 1 SS-SUB-AF001-v03 20230911 AFCONO Seismic Braces Model Q Lateral Sway Brace Engineered Solutions Fig.AF001 V.4 FIG.AF001 cULus Listing per ANSI/UL 203a(ASD) Service Pipe Size Service Pipe Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed 1"(DN25) ,/Z (M12) 1 Ya'(DN32) 0 Sch.10 11�"(DN40) Sch.40 Metric Pipe 2"(DN50) 340lbf 4801bf 588lbf 6801bf Lateral Application (1.51 kN) (2.14 kN) (2.62 kN) (3.02 kN) 21h„ Sch.10 Sch.40 DN65 Metric Pipe 3"(DN80) Sch.10 Sch.40 4"(DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 0 2) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. r"Min. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. 4) Load Ratings reflect 1"(DN25)-11/4"(DN32)brace members.See table below for Listed brace members. 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. Lateral Application Fig.AF001 cULus Listing per ANSI/UL 203A(ASD)for NFPA 13-2016 editions or earlier UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 73.The 2076 and earlier editions of NFPA 13 referenced a minimum safety factor of 1.5 for the load rating as compared to 2.2 for the O current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based upon a minimum safety factor of 7.5 in accordance with the earlier editions of NFPA 73.The load ratings based upon the 2016 or earlier editions of NFPA 13 should only be used where approved by the Authority HavingJurisdiction(AHJ). Service Pipe Size Service Pipe Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed I"(DN25) 1/n 0 (M12) 1 Y4"(DN32) Sch.10 O IV(DN40) Sch.40 Metric Pipe 2"(DN50) 500 Ibf 707 Ibf 865 Ibf 1000 Ibf (2.22 kN) (3.15 kN) (3.85 kN) (4.45 kN) 21/2„ Sch.10 Riser Application Sch.40 DN65 Metric Pipe 3"(DN80) Sch.10 Sch.40 4"(DN100) Metric Pipe 1) Brace Angles are determined from Vertical. 2) Sch.10 Load Ratings may be used for any thicker waLL pipe of the same diameter. 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2016 Table 9.3.5.2.3. 4) Load Ratings reflect 1"(DN25)-11/4"(DN32)brace members.See table below for Listed brace members. 5) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3 ®©o asc-es.com Building connections that last" SS-03.22 page 2 SS-SUB-AF001-v03 20230911 / • © Seismic Braces Model Q Lateral Sway Brace Engineered Solutions Fig.AF001 FIG.AF001 FM Approved(Listing)per FM 1950-13(ASD) Service Pipe Size Service Pipe Horizontal Load Rating at Brace Angle V.4 14ZP 30°-44° 45°-59° 60°-74° 75°-90° 1"(DN25) 1%'-(DN32) 11h"(DN40) 0 LWZ 25011bf 3601bf 4401bf SOOIbf 2"(DN50) (1.11 kN) (1.60 kN) (1.96 kN) (2.22 kN) Lateral Application 21/2„ 3"(DN80) 4"(DN100) LW2 4101bf 590 Ibf 720 Ibf 800 Ibf 0.82 kN) (2.62 kN) (3.2 kN) (2.56 kN) 1"(DN25) 11/4"(DN32) Sch.10 0 Sch.40 2"Min. 11h"(DN40) Metric Pipe 2"(DN50) 5001bf 810lbf 1000lbf 1100lbf Lateral Application (2.22 kN) (3.6 kN) (4.45 kN) (4.89 kN) 21/2„ Sch.10 Sch.40 DN65 Metric Pipe Sch.10 O 3"(DN80) Sch.40 Metric Pipe Sch.10 760IV 1070lbf 1320lbf 1470lbf 4"(DN100) Sch.40 (3.38 kN) (4.76 kN) (5.87 kN) (6.54 kN) Metric Pipe 1) Brace Angles are determined from Vertical. 0 2) LW Refers to FM Approved Lightwall pipe,commonly referred to as Sch.7 and Flow Pipe.See FM Approval Guide for approved Lightwall pipe. 3) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. 4) See table below for FM listed specialty pipes&FM Listed metric service pipes. 5) Load Ratings reflect 1"(DN25)—11/4"(DN32) brace members.See table below for listed brace members. 6) Minimum safety factor of 1.5 in accordance with NFPA 13-2016 Section A.9.3.5.2.3.To convert the load ratings O above to a safety factor of 2.2 per NFPA 13-2019 Section A.18.5.2.3,multiply load ratings by a factor of 0.68. 7) To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. Riser Application ®©o asc-es.com Building connections that last" SS-11.21 page 3 SS-SUB-AF001-v03 20230911 AFCONO Seismic Braces Model Q Lateral Sway Brace Engineered Solutions Fig.AF001 Place the AF001 over the service pipe to be braced. V.4 Z Insert the brace member through the open loop and the bracket.The end of the brace pipe shall extend at least tin(50.8mm)past the bracket. 3 Hand tighten the nuts equally until the bracket contacts the brace member.Continue to torque the nuts equally and alternately until indicator clip is flat and the installation torque ZO has been achieved. 4 Ensure the brace angle is within the specified range. Notes:The brace member may be installed above or below the service pipe. FIG.AF001 cULus Listed&FM Approved Brace Members Brace Member Sizes Standards(or Equivalent) UL Listed FM Approved Sch.40 1„ 11/4„ ASTM A53,Al06, ✓ ✓ NPS Pipe Al35,or A795 Sch.40 Metric Pipe KS D 3562 ,/ DN25 EN10255H ✓ Metric Pipe DN32 GB/T3091 ./ JIS G3454 ✓ FIG.AF001 cULus Listed&FM Approved Metric Service Pipes Brace Member Service Pipe Sizes UL Listed FM Approved KS D 3507 KS D 3537 KS D 3562 Sch.40 DN25 GB/T 3091 DN32 GB/T 3092 DN40 ✓ DN50 JIS G3452 DN 80 ✓ DN100 EN 10255M EN10255H Notes: ASC Engineered SolutionsTm brand bracing components are designed to be compatible ONLYwith other ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly.Updated UL listing information may be viewed at www.uL.com and updated FM approval information may be viewed at www. approvalguide.com. Disclaimer: ASC Engineered Solutions does not provide any warranties and specifically disclaims any liability whatsoever with respect to ASC bracing products and components that are used in combination with products,parts or systems not manufactured or sold by ASC.In no event shall ASC be liable for any incidental,direct,consequential,special or indirect damages or lost profits where non-ASC bracing components have been,or are used. Sells Brace®Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com ®©o asc-es.com Building connections that last" SS-05.21 page 4 SS-SUB-AF001-v03 20230911 Wolfe Fire Protection OFFICE: (360) 794-8621 FAX: (360) 794-3080 SUBMITTAL PACK EQUIPMENT CUT SHEETS ARLINGTON BOYS & GIRLS CLUB 18513 59TH AVE NE ARLINGTON, WA 98223 .............. w ,Mlp 'r STATS gART1N0/►Tel OP oo "may PORN•M ONKLM e11ATm* • Casey James Yerdley a 649"319-C Leve1 3 • Wolfe Fire Protection,1 c. ■ WOLFEFP906DD • : syn.wr. ems. • ■ WOLFE FIRE PROTECTION, INC 832 80th STREET SW EVERETT, WA 98203 (360) 794 - 7926 Bulletin 074 January 2023 Rel ® F1 FR56 Series Quick Response Sprinklers K-factor 5.6(80) Features gn • Standard coverage quick-response sprinklers • Upright, pendent, horizontal sidewall,and vertical sidewall deflectors • Low profile,compact design • Available in a wide variety of finishes Product Description Model F1 FR56 Pendent Model F1 FR56 Upright Reliable Model F1 FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the Reliable Models B, C,or HB(reference Technical Bulletin 204). When installed recessed or concealed,the Model F1 FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the Model F1 FR56 Vertical Sidewall Model F1 FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. Note: Not all versions of the product are shown. When fitted with an approved water shield,these sprinklers may considered intermediate sprinklers for use in racks, below grated walkways,and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy sprinklers that reflects a dimensional change only. Sprinkler Iden- Table Aprovides asummary of the approvals and availability of tification Number(SIN), application, performance,and listings/ specific Model F1 FIR series sprinkler configurations.Additional technical information for each sprinkler model is provided on the approval are not otherwise affected. Sprinklers with New frames will include the suffix otherwise in the order. following pages. F1 FR Series Sprinklers Summary Fril• - Sprinkler K-Factor gpm/psi'/2 Max Working Pressure Sprinkler . Model (Ipm/bar'/z) Orientation Listings&Approvals psi(bar) Identification Number(SIN) Upright cULus,FM,LPCB,VdS, 175 12 Intermediate Upright EC,WM,UKCA 250(17)(cULus only) Pendent cULus,FM,LPCB,VdS, 175(12) RA1414 EC,WM,UKCA 250(17)(cULus only) F1 FR56 5.6(80) Concealed Pendent cULus,VdS,EC,WM, 175(12) RA1414 UKCA 250(17)(cULus only) 175(12) 250(17)(cULus only) cULus,FM,LPCB, Vekiaal UKCA www.reliablesprinkler.com Model F1 FR56 Pendent Sprinkler SIN RA1414 Technical Specifications Recessed Escutcheons Style: Model F1 (cULus,LPCB,VdS,CE,WM) Pendent Model F2(cULus,FM,LPCB,VdS,CE, Recessed Pendent WM) Concealed Pendent Model FP(cULus,VdS,CE,WM) Threads: 1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Cover Plate Max.Working Pressure: Model CCP(cULus,VdS(2),CE(2) 175 psi(12 bar) 250 psi(17 bar)(cULus only) Guards&Shields(New Frames)(') Material Specifications F-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb F-5 Guard/Shield Kit(FM) Sprinkler Frame:Brass Alloy F-7 Guard(cULus) Cap:Bronze Alloy F-8 Guard/Shield Kit(cULus) Sealing Washer:Nickel with PTFE S-1 Shield(cULus,FM) Load Screw:Copper Alloy Guards&Shields(Legacy Frames)(') Deflector:Brass Alloy C-1 Guard(FM) Sprinkler Finishes C-5 Guard/Shield Kit(FM) (See Table B) D-1 Guard(cULus,FM) D-4 Guard/Shield Kit(FM) Sensitivity D-5 Guard/Shield Kit(cULus,FM) Quick response S-1 Shield(cULus,FM) Temperature RatingsM Sprinkler Wrenches 135°F(57°C) Model W2(pendent) 155°F(68°C) Model W4(recessed or concealed) 175°F(79°C) Model J(New frame with guard installed) 200°F(93°C) Model JD(Legacy frame with guard 286°F(141°C) installed) Listings and Approvals(') cULus Listed FM Approved LPCB VdS EC WM U KCA:0832-U KCA-CPR-S 5045, 0831-UKCA-CPR-5072(CCP) Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed or concealed use. 2. VdS and CE approval for CCP concealed use is for 155°C(68°C)sprinkler ONLY. 3. Not suitable for recessed or concealed pendent installations. 4. When used surface mounted or exposed.See Recessed Escutcheon and Cover Plate section for specific approvals when installed recessed or concealed. Model F1 FR56 Pendent Sprinkler Components and Dimensions 3 1/4"[83mm] Threads V8 F1FR_HALF_PEND_INT 03 VH Wrench Flat 2 1/4"[57mm] I Cap/Seal Glass Bulb Assembly (3 mm) Deflector Load Screw 1"[25mm] Shown with Optional S-1 Water Shield(Ordered Separately) Note:Please refer to Figure 8 for recessed and concealed installation. Bulletin 074 Reliable Page 3 of 9 January 2023 www.reliablesprinkler.com Recessed and Concealed Installation: Pendent Sprinklers 2-1/4" 2-1/4" (57 mm)Dia. (57 mm)Dia. Hole in Ceiling Hole in Ceiling 1-15/16" 1-15/16" (49 mm)Dia. Reducing (49 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting to Face of Ceiling to Face of Ceiling 1-1/8"(29 mm)at 7/8"(22 mm)at Max.Recess Max.Recess 3/8"(10 mm)at 3/8"(10 mm)at Ir Min.Recess Min.Recess 1-3/4" 1-3 (44 mm) 1" (44 mm) 1-1/4" (25 mm) (32 mm) Minimum Maximum Minimum Maximum Recess 2-7/8"(72 mm)Dia. Recess Recess 2-7/8"(72 mm)Dia. Recess Models F1&F1 FIR Pendent Sprinkler Models F1&F1 FR Pendent Sprinkler with Model F1 Recessed Escutcheon with Model F2 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment 1/2"(13mm)Nominal Adjustment F1_REC PEND CCP 2-1/2" 2-1/2" (64 mm)Dia. (64 mm)Dia. Hole in Ceiling Hole in Ceiling 2-5/16" 2-5/16" (59 mm)Dia. Reducing (59 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting Vented Cup to Face of Ceiling Vented Cup to Face of Ceiling 1-1/2"(38 mm)at 1-1/2"(38 mm)at Max.Recess Max.Recess 1"(25 mm)at 1"(25 mm)at Min.Recess I Min.Recess 1" 1" (25 mm) 1/2" (25 mm) 1/2" (12 mm) (12 mm) Minimum Minimum Recess 3-3/16"(78 mm)Dia. Recess Maximum Maximum Recess 3-5/16"(84 mm)Dia. Recess Models F1&F1 FIR Pendent Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Model F1 FR56 CCP Conical Concealed Sprinkler 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the (Nominal Cover Plate Projection is 1"(25 mm)) pressure in the space above the ceiling is positive with respect to the protected area.Ensure that the openings in the Model FP cup Note:Model CCP concealed assemblies may not be used where are unobstructed following installation. the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings in the Model CCP cup are unobstructed following installation. FP Escutcheon F1 Escutcheon CCP Cover Plate (F2 Similar) Bulletin 074 Reliable Page 6 of 9 January 2023 www.reliablesprinkler.com L�_ i Model W2(upright, pendent) Model J (New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) FinishesM Standard Finishes mMO Special Application Finishes Sprinkler F1,F2 and FP(z) CCP Cover Sprinkler F1, F2 and FP(z) CCP Cover Plate(2) Escutcheons Plate(') p Escutcheons Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass(-') Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200T(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model F1 FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25, as jurisdiction. Model F1 FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation, sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque. Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping, handling and Failure to properly maintain sprinklers may result in inadvertent installation. Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 074 Reliable Page 8 of 9 January 2023 www.reliablesprinkler.com Guarantee For the guarantee,terms, and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Deflector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed EscutcheonO)(2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C) [For use with 135°F(57°C) and 155°F(68°C)sprinklers.] • 165°F(74°C) [For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed, concealed) • Model J (New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(141°C)sprinklers are not listed to be used recessed or concealed. 2. For FM, recessed sprinklers must use the Model F2 escutcheon. rn rn rn rn rn z a Bulletin 074 Reliable Page 9 of 9 January 2023 www.reliablesprinkler.com Bulletin 074 January 2023 Rel ® F1 FR56 Series Quick Response Sprinklers K-factor 5.6(80) Features s: • Standard coverage quick-response sprinklers • Upright, pendent, horizontal sidewall,and vertical sidewall deflectors • Low profile,compact design • Available in a wide variety of finishes Product Description Model F1 FR56 Pendent Model F1 FR56 Upright Reliable Model F1 FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the Reliable Models B, C,or HB(reference Technical Bulletin 204). When installed recessed or concealed,the Model F1 FR56 series sprinklers are specifically listed with and may only be installed r Z with listed Reliable escutcheons and cover plates. Refer to the Model F1 FR56 Vertical Sidewall Model F1 FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. Note: Not all versions of the product are shown. When fitted with an approved water shield,these sprinklers may considered intermediate sprinklers for use in racks, below grated walkways,and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy sprinklers that reflects a dimensional change only. Sprinkler Iden- Table Aprovides asummary of the approvals and availability of tification Number(SIN), application, performance,and listings/ specific Model F1 FIR series sprinkler configurations.Additional technical information for each sprinkler model is provided on the approval are not otherwise affected. Sprinklers with New frames will include the suffix otherwise in the order. following pages. F1 FR Series Sprinklers Summary Fril• - Sprinkler K-Factor gpm/psi'/2 Max Working Pressure Sprinkler . Model (Ipm/bar'/z) Orientation Listings&Approvals psi(bar) Identification Number(SIN) Upright cULus,FM,LPCB,VdS, 175(12) RA1425 Intermediate Upright EC,WM,UKCA 250(17)(cULus only) cULus,FM,LPCB,VdS, 175 12 EC,WM,UKCA 250(17)(cULus only) F1 FR56 5.6(80) C01980910d cULus,VdS,EC,WM, 175 12 UKCA 250(17)(cULus only) Hdewall eul:d5'FM 175 12 250(17)(cULus only) cULus,FM,LPCB, 486 UKCA www.reliablesprinkler.com Model FlFR56 Upright Sprinkler SIN RA1425 Technical Specifications Guards&Shields(New Frames) Style:Upright,Intermediate Upright Factory Water Shield(cULus, FM) Threads: 112"NPT or ISO 7-R1/2 F-1 Guard(cULus,FM) Nominal K-Factor:5.6(80 metric) F-3 Guard with Shield(cULus, FM) Max.Working Pressure: 175 psi(12 bar) Guards and Shields(Legacy Frames) 250 psi(17 bar)(cULus only) Factory Water Shield Material Specifications C-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb C-3 Guard with Shield(cULus,FM) D-1 Guard(cULus) Sprinkler Frame:Brass Alloy D-3 Guard with Shield(cULus) Cap:Bronze Alloy Sealing Washer:Nickel with PTFE Sprinkler Wrench Load Screw:Copper Alloy Model W2 Deflector:Brass Alloy Model J(New frame with guard installed) Model JD(Legacy frame with guard Sprinkler Finishes installed) (See Table B) Listings and Approvals Sensitivity cULus Listed Quick response FM Approved -PCB Temperature Ratings VdS 135°F(57°C) EC 155°F(68°C) WM 175-F(79°C) UKCA:0832-UKCA-CPR-S5045 200-F(93°C) 286°F(141°C) Model F1 FR56 Upright Sprinkler Components and Dimensions 3 1/4"[83mm] Load Screw 1 3/8"[33mm] Deflector Glass Bulb I � a (3 mm) F1FR_HALF_UPR_INT � 21/4"[58mm] Wrench Flat A CO RA CO Threads Cap/Seal Assembly Shown with Optional Factory Installed Water Shield (Intermediate Upright) Bulletin 074 Reliable Page 2 of 9 January 2023 www.reliablesprinkler.com L�_ i Model W2(upright, pendent) Model J (New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) FinishesM Standard Finishes mMO Special Application Finishes Sprinkler F1,F2 and FP(z) CCP Cover Sprinkler F1, F2 and FP(z) CCP Cover Plate(2) Escutcheons Plate(') p Escutcheons Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass(-') Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200T(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model F1 FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25, as jurisdiction. Model F1 FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation, sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque. Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping, handling and Failure to properly maintain sprinklers may result in inadvertent installation. Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 074 Reliable Page 8 of 9 January 2023 www.reliablesprinkler.com Guarantee For the guarantee,terms, and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Deflector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed EscutcheonO)(2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C) [For use with 135°F(57°C) and 155°F(68°C)sprinklers.] • 165°F(74°C) [For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed, concealed) • Model J (New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(141°C)sprinklers are not listed to be used recessed or concealed. 2. For FM, recessed sprinklers must use the Model F2 escutcheon. rn rn rn rn rn z a Bulletin 074 Reliable Page 9 of 9 January 2023 www.reliablesprinkler.com Bulletin 074 January 2023 Rel ® F1 FR56 Series Quick Response Sprinklers K-factor 5.6(80) Features • Standard coverage quick-response sprinklers • Upright, pendent, horizontal sidewall,and vertical sidewall deflectors • Low profile,compact design • Available in a wide variety of finishes Product Description Model F1 FR56 Pendent Model F1 FR56 Upright Reliable Model F1 FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the Reliable Models B, C,or HB(reference Technical Bulletin 204). When installed recessed or concealed,the Model F1 FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the Model F1 FR56 Vertical Sidewall Model F1 FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. Note: Not all versions of the product are shown. When fitted with an approved water shield,these sprinklers may considered intermediate sprinklers for use in racks, below grated walkways,and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy sprinklers that reflects a dimensional change only. Sprinkler Iden- Table Aprovides asummary of the approvals and availability of tification Number(SIN), application, performance,and listings/ specific Model F1 FIR series sprinkler configurations.Additional technical information for each sprinkler model is provided on the approval are not otherwise affected. Sprinklers with New frames will include the suffix otherwise in the order. following pages. F1 FR Series Sprinklers Summary Fril• - Sprinkler K-Factor gpm/psi'/2 Max Working Pressure Sprinkler . Model (Ipm/bar'/z) Orientation Listings&Approvals psi(bar) Identification Number(SIN) Upright cULus FM LPCB VdS 175 12 Intermediate Upright EC,WM,UKCA 250(17)(cULus only) cULus,FM,LPCB,VdS, 175(12) EC,WM,UKCA 250(17)(cULus only) F1 FR56 5.6(80) G81900910d cULus,VdS,EC,WM, 175 12 UKCA 250(17)(cULus only) Horizontal Sidewall cULus,FM 175(12) RA1435 250(17)(cULus only) cULus,FM,LPCB, 486 UKCA www.reliablesprinkler.com Model F1 FR56 Horizontal Sidewall Sprinkler SIN RA1435 Technical Specifications Recessed Escutcheons(2) Style: Model F1 (cULus) Horizontal Sidewall Model F2(cULus, FM) Recessed Horizontal Sidewall Model FP(cULus) Threads: 1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Guards&Shields(New Frames)(3) Max.Working Pressure: F-4 Guard(FM) 175 psi(12 bar) F-7 Guard(cULus) 250 psi(17 bar)(cULus only) Guards&Shields(Legacy Frames)(3) Material Specifications C1 Guard(FM) Thermal Sensor:3 mm Glass Bulb D1 Guard(cULus) Sprinkler Frame:Brass Alloy Sprinkler Wrenches Cap:Bronze Alloy Model W2(non-recessed) Sealing Washer:Nickel with PTFE Model W4(recessed) Load Screw:Copper Alloy Model J(New frame with guard installed) Deflector:Brass Alloy Model JD(Legacy frame with guard installed) Sprinkler Finishes (See Table B) Listings and Approvals Sensitivity cULus Listed(4) Quick response FM Approved(') Temperature Ratings ' 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed use. 2. FM approved recessed installation when used with Model F2 escutcheon ONLY. 3. Not suitable for recessed horizontal sidewall installations. 4. cULus Listed for Light and Ordinary Hazard when installed exposed or surface mounted. Listed for Light Hazard ONLY when installed recessed. 5. FM Approved for Light Hazard ONLY. Model F1 FR56 Horizontal Sidewall Sprinkler Components and Dimensions 1 1/8" [28mm] Deflector Load Screw I Frame Glass Bulb 1 1 2 3/4" [70mm] (3 mm) a F1FR_HALF_HSW RA CO RA CO Wrench Flat Cap/Seal Assembly Threads Note: Please refer to Figure 9 for recessed installation. Bulletin 074 Reliable Page 4 of 9 January 2023 www.reliablesprinkler.com Recessed Installation: Horizontal Sidewall Sprinklers 1/2"(12 mm) Reducing +/-3/8"(10 mm) Fitting Face of fitting 1-3/8"(35 mm)Maximum Recess to face of wall 1 4,�_12" (102 mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) - - - - (73 mm) Dia.Hole Dia. Dia. 1 9/16"[14mm] F1 Recessed escutcheon 3/4"(19 mm)Adjustment 2 1/8"(54 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment HFR REC-HSW 3/8"(16 mm) ReducingN/ 1/4"(6 mm) FittingFace of fitting 1-5/8"(42 mm)Maximum Recess o face of wall 1 4'-_12" (102 mm-305 mm) Deflector to ceiling 2-1/4" 1-15/16" 2-7/8" (57 mm) (49 mm) - - - - - (73 mm) Dia.Hole DIA. Dia. 1 9/16"[14mm] F2 Recessed escutcheon 1/2"(13 mm)Adjustment 2-1/8"(54 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model F2 Recessed Escutcheon 1/2"(13mm)Nominal Adjustment 1-1/4"(32 mm) Reducing +/- 1/4"(6 mm) Fitting Face of fitting 7/8"(22 mm)Maximum Recess to face of wall 1 4"_12" (102 mm-305 mm) �� Deflector to ceiling 2-5/8" 2-5/16" 3-1/4" (67 (58 mm) - - - - (83 mm) Diaa Dia. Hole. Dia. 9/16"[14mm] Vented Cup 1-3/8"(35 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the pressure in the space behind the sprinkler is positive with respect to the space in the protected area. Ensure that the openings in the Model FP cup are unobstructed following installation. Bulletin 074 Reliable Page 7 of 9 January 2023 www.reliablesprinkler.com L�_ i Model W2(upright, pendent) Model J (New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) FinishesM Standard Finishes mMO Special Application Finishes Sprinkler F1,F2 and FP(z) CCP Cover Sprinkler F1, F2 and FP(z) CCP Cover Plate(2) Escutcheons Plate(') p Escutcheons Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass(-') Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200T(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model F1 FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25, as jurisdiction. Model F1 FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation, sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque. Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping, handling and Failure to properly maintain sprinklers may result in inadvertent installation. Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 074 Reliable Page 8 of 9 January 2023 www.reliablesprinkler.com Guarantee For the guarantee,terms, and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Deflector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed EscutcheonO)(2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C) [For use with 135°F(57°C) and 155°F(68°C)sprinklers.] • 165°F(74°C) [For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed, concealed) • Model J (New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(141°C)sprinklers are not listed to be used recessed or concealed. 2. For FM, recessed sprinklers must use the Model F2 escutcheon. rn rn rn rn rn z a Bulletin 074 Reliable Page 9 of 9 January 2023 www.reliablesprinkler.com Bulletin 063 January 2023 Rel ® F1 FR80 Series Quick-Response Sprinklers K-factor 8.0 (115) Features • Standard coverage quick-response sprinklers • Upright and pendent orientations • Low profile,compact design • Available in a wide variety of finishes • Available as Intermediate Level sprinklers Product Description Reliable Model F1 FR80 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3mm glass bulb thermal element. Model F1 FR80 Upright Sprinkler Pendent sprinklers may be installed exposed,or surface mounted using escutcheons such as the Reliable Models B, C,or HB (reference Technical Bulletin 204).When installed recessed,the Model F1 FR80 series sprinklers are specifically listed with and may only be installed with listed Reliable recessed escutcheons. Refer to the technical information on the following pages for specific listings for recessed installations and refer to Figure 3 for dimensional information. When fitted with an approved Reliable water shield,these sprinklers may considered intermediate sprinklers for use _ in racks, below grated walkways, and other areas where intermediate level sprinklers are required. Table A provides a summary of the approvals and availability of Model F1 FR80 Pendent Sprinkler specific Model F1 FIR series sprinkler configurations.Additional technical information for each sprinkler model is provided on the following pages. Note: Not all versions of the product are shown. F1 FR80 Series Sprinkler Summary Sprinkler K-Factor gpm/psi1z Max.Working Sprinkler Model (Ipm/bar'12) Pressure psi(bar) Listings&Approvals Orientation Identification Number(SIN) 175(12) cULus,FM,LPCB,VdS, Upright RA6322 F1 FR80 8.0(115) 250(17)(cULus only) CE,UKCA Pendent RA6312 www.reliablesprinkler.com Model :1 Upright Sprinkler SIN RA6322 Technical Specifications Temperature Ratings Style:Upright 135°F(57°C) Threads:3/4"NPT or ISO 7-R3/4 155°F(68°C) Nominal K-Factor:8.0(115) 175°F(79°C) Max.Working Pressure: 200°F(93°C) �y 175 psi(12 bar) 286°F(141°C) . 250 psi(17 bar)(cULus only) Guards&Shields AV= in Material Specifications F-1 Guard(cULus,FM) Thermal Sensor:3 mm Glass Bulb F-2 Guard(FM) Sprinkler Frame:Brass Alloy F-3 Guard with Shield(cULus,FM) Cap:Bronze Alloy Factory Installed Shield(cULus,FM) Sealing Washer:Nickel with PTFE Load Screw:Copper Alloy Sprinkler Wrenches Deflector:Brass Alloy Model W2 Model J(with guard installed) sy Sprinkler Finishes Listings and Approvals (See Table B) cULus FM Sensitivity LPCB Quick response VdS CE U KCA:0832-U KCA-CPR-S 5078 Model F1 FR80 Upright Sprinkler Components and Dimensions 3 1/4" [83mm] Load Screw 1 3/8" [33mm] Deflector ` Glass Bulb 8 (3 mm) F1 FR_THREE QTR_UPR_INT Wrench Flat 2 1/2"[62mm] RA CO RA CO Threads Cap/Seal Assembly Shown with Optional Factory Installed Water Shield (Intermediate Upright) Bulletin 063 Reliable Page 2 of 6 January 2023 www.reliablesprinkler.com Model W4 MMLAC (recessed pendent) Model W2(upright, pendent) Model J (with guard installed) Finishes') Standard Finishes Special Application Finishes Sprinkler F1, F2 and FP(z) Sprinkler F1, F2 and FPM Escutcheons Escutcheons Bronze Brass Electroless Nickel PTFE(3)(4) Bright Brass Chrome Plated Chrome Plated Bright Brass(5) Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Pol ester(3)(s) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons utilizes a galvanized steel cup with a finished trim ring. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200°F(93°C)maximum temperature rated sprinklers only. 6. cULus Only. Installation Maintenance Model F1 FIR Series sprinklers must be installed in accordance with Reliable Model F1 FIR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25, as jurisdiction. Model F1 FIR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation, sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N•m). Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water, ammonia liquid or installation torque. Exceeding the maximum recommended any other cleaning fluids. Remove dust by gentle vacuuming installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted (other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping, handling and Failure to properly maintain sprinklers may result in inadvertent installation. Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Bulletin 063 Reliable Page 5 of 6 January 2023 www.reliablesprinkler.com Guarantee For the guarantee,terms, and conditions,visit www. reliablesprinkler.com. Ordering Information Specify the following when ordering: Model • F1FR80 Deflector/Orientation • Upright • Upright Intermediate • Pendent Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed Escutcheon • F1 • F2 • FP Escutcheon Finish • See Table B Sprinkler Wrench • Model W2 (upright and pendent) • Model W4(recessed) • Model J (with guard installed) CD 0 CD 0 rn rn rn 0 0 z a Bulletin 063 Reliable Page 6 of 6 January 2023 www.reliablesprinkler.com Bulletin 157 December 2023 Rel Q Model F3QR56 Series Quick-Response Dry Sprinkler K-factor 5.6(80 metric) Features • Various trim options available • Sprinklers and trim available in a wide variety of standard and special application finishes • Listed corrosion resistant combinations of sprinkler and trim available Product Description ' Model F3QR56 dry sprinklers are Quick-Response, standard coverage sprinklers with a nominal K-factor of 5.6(80 metric).Available in pendent, horizontal sidewall,and upright configurations, Model F3QR56 dry sprinklers utilize a 3mm glass bulb ordinary, intermediate,or high temperature classification operating element. Model F3QR56 dry sprinklers are intended for installation on wet j pipe, dry pipe,or preaction systems in accordance with NFPA 13, � f FM Property Loss Prevention Data Sheets,or other applicable installation standards. Model F3QR56 dry sprinklers are available in a variety of trim options and finish combinations as shown on the following pages. The Reliable escutcheons and cover plates shown are the only escutcheons and cover plates listed for use with the sprinkler. The use of any other escutcheon or cover plate will void all guarantees,warranty, listing, and approvals. Standard inlet fitting threads are 1" NPT or ISO7-R1 threads. An inlet fitting with 3/4" NPT or ISO7-R3/4 threads(cULus listed only) is also available for select sprinklers for replacement of — — existing sprinklers. Table A provides a basic summary of Model F3QR56 dry sprinklers.Additional technical information is provided on the (Note) not all versions of sprinkler shown, following individual sprinkler pages. please see pages 2 through 13) Sprinkler Summary , .I. K-Factor Max.Working Sprinkler Model gpm/psi112 Approvals* Pressure Identification (Ipm/bar'12) psi(bar) Number(SIN) 175 12.0 cULus 250(17.2) F3QR56 Dry Horizontal 5.6(80) cULus, FM, LPCB, CE 175(12.0) R5734 Sidewall cULus 250(17.2) *Note:Approvals may not apply to all trim, inlet thread,temperature,and/or finish combinations. See pages 2-11 for additional technical information. www.reliablesprinkler.com Model F3QR56 Dry Horizontal Sidewall:Standard Escutcheon-SIN R5734 "A"Dimension Temperature Temperature Rating Glass Bulb Color Approvals Sprinkler Guard in(mm) Classification °F(°C) Ordinary 155°F(68°C) Red 2"to 48"(51 mm to cULus(Light Hazard Only) — 1219mm)in 1/4"(6mm) FM(HC 1 Only) 1 increments for 1" 175°F(79°C) Yellow LPCB = connections or 2" Intermediate CE(2381-CPR-S2006) C-2 to 36"(51 mm to 914mm) UKCA(0832-UKCA-CPR-S5043) (FM Only) in 1/4"(6mm)increments 200°F(93°C) Green for 3/4"connections High 286°F(141°C) Blue cULus FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3QR56 Dry Horizontal Sidewall:Standard Escutcheon Finish Combinations:Standard Escutcheon Ceiling Sprinkler Escutcheon(2)(3) Bronze Polished Stainless 4"[100mm]Min. Bronze Laquered Brass 12"[300mm]Max. Chrome Polished Stainless Sprinkler Can 1/2"[12mm] 2-3/32" White Polyester') White Polyester System Fitting Inlet Fitting [53mm] Black Polyester(') Black Polyester Custom Color Polyester(') Custom Color Polyester tLI __s, Electroless Nickel PTFE0)(4) Polished Stainless 5/8"[1 6mm] Notes: —�� it - - - - - - -- 3" 1. UL Listed as Corrosion Resistant. \\` [76mm] 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is 316 stainless steel unless noted. 4. FM Approved as Corrosion Resistant. [54mm]Dia. 1/2"[12mm]Nominal Protrusion Hole in Wall Escutcheon Escutcheon Adjustment COMDRYDET6-A 1"[25mm] Escutcheon Nominal Escutcheon Position Adjustment "A"Dimension Note: The sprinkler can protrude 1/2" when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(-12mm)to+1" (25mm)"A"dimension adjustment range. Bulletin 157 Page 8 of 19 December 2023 Reliabld www.reliablesprinkler.com Model F3QR56 Dry Horizontal Sidewall: HB Escutcheon-SIN R5734 "A"Dimension Temperature Temperature Rating Glass Bulb Color Approvals Sprinkler Guard in(mm) Classification °F(°C) Ordinary 155°F(68°C) Red 31/2"to 48"(89mm cULus(Light Hazard Only) to 1219mm)in 1/4" FM(HC-1 Only) I (6mm)increments for 1'° 175°F(79°C) Yellow LPCB connections or Intermediate CE(2381-CPR-S2006) C-2 3%"to 36"(89mm to UKCA(0832-UKCA-CPR-S5043) (FM Only) 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3QR56 Dry Horizontal Sidewall: HB Escutcheon Finish Combinations: HB Escutcheon Ceiling (2)(3) Sprinkler Escutcheon Bronze Chrome Escutcheon 4"[100 mm]Min. Sprinkler Can 12"[300 mm]Max. Chrome Chrome System Tee 2 3/32" White Polyester(') White Polyester Inlet Fitting [53mm] _ Black Polyester(') Black Polyester If Custom Color Polyester(') Custom Color Polyester Electroless Nickel PTFE0 l4> Stainless Steel 5/8"[16mm] 3-1/2" _ — �- — — — — --- --- [89mm] Notes: Escutcheon Dia. 1. UL Listed as Corrosion Resistant. 2. Escutcheons do not carry corrosion resistant listings. r 3. Base material is cold rolled steel unless noted. 2 1/2" Dia. 4. FM Approved as Corrosion Resistant. [64mm] 1-1/4" 1 1/4"[32mm]Nominal Protrusion Hole in Wall [32mm] COMDRYDET7 1/2"[13mm] Escutcheon Adjustment 1/2"[13mm] Escutcheon Nominal Position Adjustment of Escutcheon "A"Dimension Note: The sprinkler can protrudes 1'/4"when escutcheon is in nominal position. Escutcheon adjustment provides-'/2"(-12.7mm)to+'/2" (+12.7mm) "A"dimension adjustment range. Bulletin 157 Page 9 of 19 December 2023 Reliabld www.reliablesprinkler.com Model F3QR56 Dry Horizontal Sidewall: FP Escutcheon-SIN R5734 - 'W'Dimension Temperature Temperature Rating Glass Bulb Color Approvals Sprinkler Guard in(mm) Classification °F(°C) Ordinary 155°F(68°C) Red 3'/z"to 48"(89mm cULus(Light Hazard Only) to 1219mm)in 1/4° FM(HC-1 Only) (6mm)increments for 1" 175°F(79°C) Yellow LPCB ions or CE(2381-CPR-S2006) connect 3'/z'to 36"ion mm to Intermediate UKCA(0832-UKCA-CPR-S5043) N/A 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3QR56 Dry Horizontal Sidewall: FP Escutcheon Finish Combinations: FP Recessed ceiling Sprinklert'I Escutcheon(3)(4) Nom. Bronze Brass 1-1/4" Escutcheon [32 mm] Chrome Chrome 4"[100 mm]Min. White Polyester(2) White Polyester Sprinkler Cup 6"It 50 mm]Max.for UL System Tee 12"(300 mm)Max.for FM Black Polyester(2) Black Polyester Inlet Fitting — Custom Color POlyester<T Custom Color Polyester Electroless Nickel PTFE(2)(5) Stainless Steel 5/8" 16 mm Notes: ir� 3-7/3 1. Cup for FP Recessed is unfinished galvanized steel except electro- \\ less nickel PTFE sprinklers which are provided with a stainless steel [82 mm]Dia. --z� cup 2 1/2" 2. UL Listed as Corrosion Resistant. [64 mm]Dia. 3. Escutcheons do not carry corrosion resistant listings. Hole in Wall 4. Base material is cold rolled steel unless noted. 5. FM Approved as Corrosion Resistant. 1/4"[6 mm] Escutcheon Adjustment COMDRYDET8 1/4"[6 mm] Nominal Escutcheon Position Escutcheon Adjustment "A"Dimension Face of Fitting to Face of Wall Note: Do not install the Model F3QR56 Dry Horizontal Sidewall sprinkler with the Model FP escutcheon in walls which are positively pressurized with respect to the protected space. Bulletin 157 Page 10 of 19 December 2023 Reliabld www.reliablesprinkler.com Model F3QR56 Dry Horizontal Sidewall: F1 Escutcheon-SIN R5734 F1. "A"Dimension Temperature Temperature Rating Glass Bulb Color Approvals Sprinkler Guard in(mm) Classification °F(°C) Ordinary 155°F(68°C) Red cULus(Light Hazard Only) 3'/2"to 48"(89mm FM(HC-1 Only) to 1219mm)in 1/4" 175°F(79°C) Yellow LPCB � (6mm)increments for 1" connections or 3'/z' Intermediate CE(2381-CPR-S2006) N/A to 36"(89mm to 914mm) UKCA(0832 UKCA CPR S5043) in 1/4"(6mm)increments 200°F(93°C) Green for 3/4"connections High 286°F(141°C) Blue cULus FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3QR56 Dry Horizontal Sidewall: F1 Escutcheon Finish Combinations:F1 Recessed Ceiling Sprinkler Escutcheon(2))s) 1-3/4" Bronze Brass [44 mm] Escutcheon 118" Nom. Chrome Chrome [3 mm] a"[loomm]Min.Collar 6"[150 mm]Max.for UL White Polyester(') White Polyester System Tee 12"[300mm]Max.for FM Black Polyester(') Black Polyester Inlet Fitting Custom Color Polyester(') Custom Color Polyester Electroless Nickel PTFE0)(4) Stainless Steel 5/8"[16 mm] Notes: 1. UL Listed as Corrosion Resistant. 2-27/ L 3� 2. Escutcheons do not carry corrosion resistant listings. 1— 3. Base material is cold rolled steel unless noted. f__z J [72 mm]Dia. 4. FM Approved as Corrosion Resistant. 2-1/4"[57 mm]Dia. Hale in Wall 1/4"[6 mm] Escutcheon Adjustment Nominal Position COMDRYDET9 1/4"[6 mm] of Escutcheon Escutcheon Adjustment "A"Dimension Face of Fitting to Face of Wall Bulletin 157 Page 11 of 19 December 2023 Reliably www.reliablesprinkler.com Model F3QR56 Dry Horizontal Sidewall: No Escutcheon-SIN R5734 FMPI 174 Order Dimension Temperature Temperature Rating Glass Bulb Color Approvals Sprinkler Guard in(mm) Classification °F(°C) Ordinary 155°F(68°C) Red 5"to 48"(127mm cULus(Light Hazard Only) to 1219mm)in 1/4" FM(HC-1 Only) , (6mm)increments for 1° 175°F(79°C) Yellow LPCB ' connections or 5" Intermediate CE(2381-CPR-S2006) N/A to 36"(127mm to UKCA(0832-UKCA-CPR-S5043) 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). 1 A Model F301156 Dry Horizontal Sidewall: No Escutcheon Available Finishes: No Escutcheon Sprinkler Bronze Bottom of Deck or Ceiling Chrome COMDRYDET_NOCAN_HSW 4"[100mm]Min. 12"[300mm]Max. System Fitting 1-5/8" Inlet Fitting [41mm] Ref. 5/8"[16mm] - ----------- ----- Ordering Dimension Note:Customer is responsible for determining the correct distance from the wall to the sprinkler deflector. Bulletin 157 Page 12 of 19 December 2023 Reliabld www.reliablesprinkler.com Installation (General) Note: Dry sprinklers connected to wet pipe systems must be installed 1. The Model XLO2 installation wrench for recessed and as indicated in Figure 14 and as required by NFPA 13 with the concealed installations has a open side to accommodate the Exposed Minimum Barrel Length located in a heated area. sprinkler deflector and can only be inserted in one way (see Figure 13). Care must be taken not to damage the deflector Reliable Model F3QR56 dry sidewall sprinklers may be installed in during installation. ductile or malleable cast iron threaded tees,or CPVC tees and 2. Do not over-tighten sprinklers into fittings. It is recommended adapters upon verification that the sprinkler inlet fitting does not that Reliable dry sprinklers be installed using the wrench interfere with the interior of the fitting (see Figure 15). referenced in this bulletin. A pipe wrench may also be used to install dry sprinklers provided that it only engages the outer DO NOT install Reliable Model F3QR56 dry sidewall sprinklers into tube (steel pipe) of the assembly. Note that a pipe wrench elbows or couplings,welded outlets, mechanical tees,or gasket will impart a large amount of torque into the final assembly. sealed CPVC fittings. This torque will need to be matched or exceeded to remove the sprinkler at a later date. A leak free joint can normally be See Figure 16 for acceptable and unacceptable installation obtained by installing the sprinkler to a minimum torque of 22 practices. ft-lb(30 N•m)after applying an appropriate thread sealant. 3. Glass bulb sprinklers have orange bulb protectors to minimize F3QR56 with Standard Escutcheon bulb damage during shipping, handling, and installation. Cut a 2-1/8" (54mm) diameter hole in the wall as shown in Fig. Reliable installation wrenches are designed to install 1. Apply a PTFE based sealant to the sprinkler threads before sprinklers while bulb protectors are in place. REMOVE THE installing into the fitting. Use the Model F3R installation wrench PROTECTORS AT THE TIME THE SPRINKLER SYSTEM IS on the square boss to tighten the sprinkler until it is secured in the PLACED INTO SERVICE. Removal of the protectors before sprinkler fitting. Installation is completed by removing the orange this time may leave the glass bulb vulnerable to damage. glass bulb protector and sliding the escutcheon over the finished Remove protectors by undoing the clasp by hand. DO NOT sleeve until tight to the finished surface. USE TOOLS TO REMOVE THE PROTECTORS. 4. Do not remove the wax fillet in the gap between the cup that F3QR56 with HB Escutcheon supports the bulb and the wrenching boss. Cut a 2-1/2" (64mm) diameter hole in the wall as shown in Fig. 2. Apply a PTFE based sealant to the sprinkler threads before installing into the fitting. Use the Model F3R installation wrench XLO2 Installation Procedure on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting. Installation is completed by removing the orange glass bulb protector and sliding the skirt over the finished sleeve until tight to the finished suface. ' F3QR56 with FP Recessed Escutcheon Cut a 2-5/8" (67mm) diameter hole in the wall as shown in Fig. !M 3. Apply a PTFE based sealant to the sprinkler threads before installing into the fitting. Use the Model XLO2 installation wrench (see Fig. 13) on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting.Installation is completed by removing the orange glass bulb protector and pushing (or threading)the FP escutcheon into the threaded cup. Final adjustment is made by turning the FP escutcheon clockwise until the flange makes full contact with the wall surface. F3QR56 CCP Concealed Cover Plate Cut a 2-5/8" (67mm) diameter hole in the wall as shown in Fig. 4. m Apply a PTFE based sealanttothe sprinkler threads before installing into the fitting. Use the Model XLO2 installation wrench (see Fig. 13) on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting. Installation is completed by removing the orange glass bulb protector and pushing (or threading) the SWC cover plate into the threaded cup. Final adjustment is made by turning the cover plate clockwise until the cover plate flange makes full contact with the finished surface. Bulletin 157 Reliable Page 14 of 19 December 2023 www.reliablesprinkler.com MINIMUM EXPOSED BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM NOTE: STANDARD DRY PENDENT IS SHOWN, HOWEVER, MINIMUM EXPOSED BARREL LENGTH APPLIES TO ALL STYLES OF DRY SPRINKLERS CONNECTED TO A WET PIPE SYSTEM. WET PIPE EXPOSED BARREL AMBIENT AMBIENT TEMPERATURE ___ Fz----- TEMPERATURE 1R — EXPOSED TO 40'F/4'C 50'F/10'C 60'F/16'C 'I ' n NOTE: TEE MAY BE IN ANY DISCHARGE END EXPOSED MINIMUM BARREL LENGTH** n 4I -t ; - ORIENTATION FOR WET PIPE OF SPRINKLER* F CE OF FITTING TO TOP OF CEILING)*** �y----� _� �__ J SYSTEMS. ----��- Mkt==— IN. (MM) IN. (MM) IN. (MM) 40-F(4'C) 0 0 0 IF HUMIDIN AND TEMPERATURE DIFFERENTIAL 30'F(-1'C) 0 0 0 CAUSES CONDENSATION ON THE EXPOSED DRY SPRINKLER, CONSIDER WRAPPING THE EXPOSED 20-F(-7'C) 4(100) 0 0 BARREL WITH INSULATION, FOAM INSULATING 107(-12'C) 8(200) 1 (25) 0 TAPE OR EQUIVALENT. 07(-18'C) 12(300) 3(75) 0 MINIMUM (HEATED AREA) SEAL THE CLEARANCE SPACE -10'F 23'C 14(350) 4(100) 1 25 EXPOSED AROUND THE SPRINKLER TO AVOID (- ) ( ) LEAKAGE OF AIR INTO THE PROTECTED BARREL -20-F(-29'C) 14(350) 6 (150) 3(75) LENGTH AREA AND CONSEQUENT FORMATION OF A CLEARANCE CONDENSATE AROUND THE FRAME, WHICH -30'F(-34'C) 16(400) 8(200) 4(100) DIMENSION HOLE COULD INHIBIT OPERATION OR CAUSE PREMATURE OPERATION. SEE BELOW FOR -40-F(-40'C) 18(450) 8(200) 4(100) RECOMMENDED METHODS. -50'F(-46'C) 20(500) 10(250) 6 (150) -60'F(-51'C) 20 (500) 10(250) 6 (150) -_---_-_--_-_- --_-_--_-_-- * FOR AMBIENT TEMPERATURES EXPOSED TO THE DISCHARGE INSIDE SURFACE OF END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES -------- -------- INSULATION, WALL, OR LISTED, USE THE NEXT COOLER TEMPERATURE. I CEILING THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAMEASTHE"A" DIMENSION. THE MINIMUM EXPOSED BARREL - ------- --------- LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM WIND VELOCITY ON THE EXPOSED SPRINKLER OF 30 MPH (48 KM/H). LONGER EXPOSED BARREL LENGTHS WILL THERMAL ESCUTCHEON HELP AVOID FREEZING OF THE WET PIPING WHERE HIGHER BARRIER WIND VELOCITY IS EXPECTED. * THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED ]DISCHARGE END OF SPRINKLER FROM THE FACE OF THE FITTING TO THE INSIDE FACE OF THE INSULATION, WALL, OR CEILING LEADING TO THE COLD SPACE, WHICHEVER IS CLOSEST TO THE FITTING. PROTECTED(NON-CONDITIONED) AREA RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS SYSTEM PIPING (DRY SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) SYSTEM PIPING rt-----------_-j rt----- �y---4 1--�� --- (HEATED AREA) (HEATED AREA) MINIMUM MINIMUM EXPOSED EXPOSED BARREL BARREL LENGTH DECKTITE FLASHING INSIDE FACE SEAL LENGTH (SEE ABOVE) RASCO g4003910 � (SEE ABOVE) (RECOMMENDED) i i CLEARANCE HOLE INSULATED FREEZER, OR COOLER STRUCTURE OR EXTERIOR FRAMING (PROTECTED AREA) DISCHARGE END OF (PROTECTED AREA) DISCHARGE END OF DRY SPRINKLER DRY SPRINKLER IN COLD AREA IN COLD AREA COMDRYDET11 Bulletin 157 Reliable Page 15 of 19 December 2023 www.reliablesprinkler.com *CAUTION* RELIABLE DRY SPRINKLERS MAY BE INSTALLED IN A LISTED CPVC SPRINKLER FITTING, ONLY UPON VERIFICATION THAT THE FITTING DOES NOT INTERFERE WITH THE SPRINKLER'S INLET. Do not install dry sprinklers with standard inlets into CPVC fittings that have an internal obstruction;this will damage the sprinkler,the fitting,or both. Short inlet("PL")versions of Reliable dry sprinklers are available that may or may not be compatible with fittings having internal obstructions in existing installations. Sprinklers with the short inlet("PL")should only be installed in CPVC fittings of wet-pipe systems. In all cases,verify sprinkler and fitting dimensions prior to installation to avoid interference. Internal Obstruction No Internal Obstruction Female Female Pipe Pipe Thread--,--' Thread CPVC Fitting with Internal Obstruction CPVC itting - No Internal Obstruction Shorter ' Longer Inlet Inlet Male Male Pipe Pipe Thread Thread Dry Sprinkler Dry Sprinkler Short Inlet ("PL") Standard Inlet BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION COMDRYDET2 Bulletin 157 Reliably Page 16 of 19 December 2023 www.reliablesprinkler.com Acceptable and Unacceptable Installation Practices A THREADED WELD-O-LET TEE NOTES: NOTES: 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACE TO BE IN ACCORDANCE WITH THIS BULLETIN AND NF 1, IN ADDITION TO THE UNACCEPTABLE INSTALLATIONS ABOVE,DRY PENDENT SPRINKLER SHALL NOT BE INSTALLED INTO MECHANICAL TEES(SADDLE OR U-BOLT STYLE),OR INTERNALLY GASKETED CPVC FITTINGS. ACC U THREADED THREADED TEE w TEE ELBOW ''R COUPLIN HS1't' hsh' PLUG PI HS1.y h"'41.Y NOTES: NOTES: 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACE TO BE IN ACCORDANCE WITH THIS BULLETIN AND NFPA 13. 1. IN ADDITION TO THE UNACCEPTABLE INSTALLATIONS ABOVE,DRY SIDEWALL SPRI 2. WELD-O-LETS IN COMPLIANCE WITH NFPA 13 REQUIREMENTS ALSO ACCEPTABLE FOR DRY SIDEWALL SPRINKLERS. SHALL NOT BE INSTALLED INTO MECHANICAL TEES(SADDLE OR U-BOLT STYLE),OR 3. PREFERRED ORIENTATION OF PLUG IS DOWN. INTERNALLY GASKETED CPVC FITTINGS. A THREADED THREADED ELBOW TEE Is1 TEE PLO Y^VIA_ COUPLING NOTES: NOTES: 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACE TO BE IN ACCORDANCE WITH THIS BULLETIN AND NFP 1. IN ADDITION TO THE UNACCEPTABLE INSTALLATIONS ABOVE,DRY UPRIGHT SPRINKL 2. WELD-O-LETS IN COMPLIANCE WITH NFPA 13 REQUIREMENTS ALSO ACCEPTABLE FOR DRY UPRIGHT SPRINKLERS. SHALL NOT BE INSTALLED INTO MECHANICAL TEES(SADDLE OR U-BOLT STYLE),OR INTERNALLY GASKETED CPVC FITTINGS. Bulletin 157 Page 17 of 19 December 2023 Reliable www.reliablesprinkler.com Material Specifications 4 2 3 Item Description Material 1 Frame UNS C83600 Brass 2 Deflector UNS C51000 Bronze 0 11 3 Load Screw UNS C22000 Brass 4 Seat Adapter UNS C36000 Brass 5 Bulb Insert UNS C31400 Copper I 6 Glass Bulb Glass/Glycerin Solution 7 Orifice Adapater UNS C36000 Brass 8 Outer Tube Galvanized Steel 9 Inner Tube UNS C23000 Brass 10 Yoke UNS C38000 Brass 11 Inlet UNS C35330 Brass 12 Cap UNS C54400 Brass 5 13 Spring Washer/Seal PTFE Coated Beryllium Nickel 14 Flip Disk UNS C54400 Brass 15 Can/Escutcheon Varies (Not used on all models) 9 8 7 NOTE: PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL BARREL OF SPRINKLER 5 4 COMDRYDETI3 6 3 1 AP EARANCE OF DEFLECTOR WILL VARY DEPENDING ON MODEL 2 Bulletin 157 Reliable Page 18 of 19 December 2023 www.reliablesprinkler.com Wrench Options F3R Wrench XL02 Wrench (Standard, HB, and No Escutcheon trims) (FP Recessed, F1 Recessed, and CCP trims) Maintenance Ordering Information Reliable Model F3QR56 series sprinklers should be inspected and Specify: the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Model F3QR56 Dry Sprinkler Prior to installation, sprinklers should remain in the original Upright cartons and packaging until used.This will minimize the potential Pendent for damage to sprinklers that could cause improper operation or Horizontal Sidewall non-operation. Trim Style Do not clean sprinklers with soap and water, ammonia liquid or Standard Escutcheon any other cleaning fluids. Remove dust by gentle vacuuming HB Escutcheon without touching the sprinkler. FP Recessed Escutcheon • F1 Recessed Escutcheon Replace any sprinkler which has been painted (other than factory CCP Cover Plate(Pendent only) applied).A stock of spare sprinklers should be maintained to No Escutcheon allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent Temperature Rating operation or non-operation during a fire event. See available temperatures(depending on trim style and approvals)on pages 2-13 Guarantee Finish For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, See available finish combinations(depending on trim and conditions,visit www.reliablesprinkler.com. style and approvals)on pages 2-13 Length th For dry pendent and sidewall sprinklers with trim, "A" US Patent No. 7,841,418 dimension is measured from face of fitting to face of finished ceiling or wall in 1/4" (6mm) increments. • For dry upright sprinklers and sprinklers with no trim, order dimension is from face of fitting to deflector in 1/4"(6mm) increments. Notes: 1. Lengths are based upon a normally gauged pipe thread "make-up"of.60 inch (15mm)per ANSI B2.1 (approximately 7-1/2 threads). Installation Wrench • Model F3R(Standard, HB, and No Escutcheon trims) • Model XL02(FP Recessed, F1 Recessed&CCP trims) Ln ti 0 ti rn rn rn rn Bulletin 157 Page 19 of 19 December 2023 Reliable www.reliablesprinkler.com Bulletin 044 February 2023 Rel Q Model KFR-CCS Combustible Concealed Space Sprinkler K-factor 5.6(80);SIN RA4454 cULus Listed Features • cULus Listed for areas of coverage up to 256 square feet • Fast response 212°F(100°C)fusible link operating element Product Description The Reliable Model KFR-CCS Combustible Concealed Space Sprinkler is an upright,special sprinkler designed to provide protection of specific light hazard combustible and noncombustible concealed spaces requiring sprinkler protection. The Model KFR-CCS Sprinkler utilizes a fast response solder- - link fusible element that has demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers.This feature enables the sprinkler to apply water to a fire much faster than standard response sprinklers of the same temperature rating. Maintenance Reliable Model KFR-CCS series sprinklers should be inspected Application and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having The Model KFR-CCS sprinkler is specifically listed for the Jurisdiction. Prior to installation,sprinklers should remain in the protection of horizontal combustible concealed spaces up to 36" original cartons and packaging until used.This will minimize the deep as described in NFPA 13 and as detailed in this bulletin. potential for damage to sprinklers that could cause improper operation or non-operation. In addition,the Model KFR-CCS sprinkler is specifically listed for the protection of horizontal combustible concealed spaces with Do not clean sprinklers with soap and water,ammonia liquid or wood truss and bar joist construction up to and including 60" any other cleaning fluids. Remove dust by gentle vacuuming (900 mm)deep. without touching the sprinkler. Installation Replace any sprinkler which has been painted(other than factory applied).A stock of spare sprinklers should be maintained to Model KFR-CCS Sprinklers are to be installed in the upright allow quick replacement of damaged or operated sprinklers. position with their frames arms parallel to the pipe. When Failure to properly maintain sprinklers may result in inadvertent installing the Model KFR-CCS sprinkler use only the Reliable operation or non-operation during a fire event. Model W2 installation wrench. Usage of any other type of installation wrench may damage the sprinkler and will void Guarantee the manufacturer's warranty. Damaged sprinklers must be immediately replaced. A leak tight'/2" NPT(R1/2)sprinklerjoint For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and can be obtained with an installation torque of approximately 8-18 conditions,visit www.reliablesprinkler.com. ft-lbs(10.8—24.4 N•m)after application of an appropriate thread sealant. Do not tighten sprinklers over these recommended limits. Doing so may cause leakage and/or premature operation. Ordering Information Specify: Model KFR-CCS Sprinkler W2 Wrench ===a,& Model W2 Wrench www.reliablesprinkler.com ModelRA4454 Finish Technical Specifications Standard Brass Style:Upright - _ — Threads:1/2"NPT or IS07-1R1/2 Temperature Ratings Nominal K-Factor:5.6(80 metric) 212-F(100°C) Max.Working Pressure:175 psi(12 bar) Sensitivity Material Specifications Fast Response Thermal Sensor:Nickel Alloy Sprinkler Frame:Brass Alloy Sprinkler Wrench Button:Copper Alloy Model W2 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Approvals Deflector:Bronze Alloy cULus Listed Model KFR-CCS Components and Installation Dimensions Deflector (42 mm) Compression Screw Fusible Link Cap&Seal Frame o 0 0 21/4" (57 mm) RA CO 044FIG01 RA CO Threads Wrench Flats I I COMPONENTS DIMENSIONS ModelApplication Minimum Distance(Spacing)Between Sprinklers:6 ft(1.83 m) Note:The minimum distance does not apply to any additional sprinklers that are required for protection of CPVC piping that is offset over an obstruction. Maximum Distance(Spacing)Between Sprinklers:(Refer to Figures 2 through 7) Maximum Coverage Area Per Sprinkler: (Refer to Figures 2 through 7) Deflector Distance: (Refer to Figures 2 through 7) Minimum Distance Away From Face of Wood Truss or Top Chord of Bar Joist:4-1/2 in. (114 mm) Obstruction Rules: 1. Sprinklers may not be installed such that the deflector is above the bottom of the top chord of trusses or joists. 2. Gusset plates,truss members,or bar joist members(other than top chords)shall not be considered obstructions provided a min- imum 4-1/2 in. (114 mm)lateral distance from the edge of the member to the centerline of the sprinkler(required by the specific application listing) is maintained. 3. Where the Model KFR-CCS sprinkler is spaced over 225 ft2(20.9 m2), apply the obstruction rules found in NFPA 13 for extended coverage sprinklers,except as noted in#2 above. 4. Where the Model KFR-CCS sprinkler is spaced 225 ft2(20.9 m2)or less, apply the obstruction rules found in NFPA 13 for standard spray sprinklers,except as noted in#2 above. Bulletin 044 Reliable Page 2 of 9 February 2023 www.reliablesprinkler.com UnobstructedApplication Criteria for ... Truss Construction The Model KFR-CCS Sprinkler is specifically listed to provide protection of combustible concealed spaces where(a)the construction method consists of wood trusses or bar joists with top chord depth not exceeding 4 in. (100 mm), (b)the maximum depth of the space is 60 in. (1.5 m)as measured from bottom of deck to top of ceiling, and (c)the slope of the upper deck does not exceed 2 in 12. Application Criteria for Obstructed Wood Truss Construction The Model KFR-CCS Sprinkler is specifically listed to provide protection of combustible concealed spaces where(a)the construction method consists of wood trusses or bar joists with top chord depth exceeding 4 in. (100 mm), (b)the maximum depth of the space is 60 in. (1.5 m)as measured from bottom of deck to top of ceiling, and(c)the slope of the upper deck does not exceed 2 in 12. Application Criteria for Solid or Composite Wood Joist Construction The Model KFR-CCS Sprinkler is specifically listed to provide protection of combustible concealed spaces where(a)the construction method consists of solid or composite wood joists, (b)the depth of the space does not exceed 36 in. (900 mm)as measured from the bottom of the upper joist to top of the bottom joist(or ceiling if joists are not present), and (c)the slope of the upper deck does not exceed 2 in 12. Special Requirements When Using CPVC Materials Unless modified by this technical data sheet,all guidelines provided by the CPVC pipe and fitting manufacturer must be followed. When using CPVC pipe and fittings, horizontal runs of pipe must be a maximum of 6 in. (150 mm)above the ceiling or noncombustible ceiling insulation, or 1/3 the depth of concealed space(as measured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller. Where the members at the bottom of the concealed space are greater than 6 in. (150 mm)tall, installing CPVC piping directly on top of those members shall be permitted. When using 1 in. (DN25)or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. If using 3/4 in. (DN19)piping, all sprigs over 12 in. (300 mm) must be laterally braced using methods described in the NFPA standards. Where CPVC pipe must be offset up and over an obstruction,the CPVC pipe must be kept within 6 in.of the obstruction and additional Model KFR-CCS Sprinklers are to be installed to protect the CPVC material. A minimum lateral distance of 18 in. (460 mm) must be maintained between the CPVC pipe and heat pumps,fan motors,and heat lamps. CPVC piping can be used to supply the Model KFR-CCS Sprinklers as well as sprinklers installed below the ceiling. Draft Curtain Requirements Where provided or required,draft curtains shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm),whichever is greater, and shall be constructed using minimum 1/4 in. plywood or other material that will not allow heat to escape through or pass above the draft curtain. Full height walls are acceptable substitutes for draft curtains. General Hydraulic Design Requirements System Types: Wet(CPVC or Steel Pipe); Dry or Preaction (Steel Pipe only) Design Method: Density/Area per NFPA 13,except as modified herein Hazard Classification: Light Hazard Minimum Density: 0.10 gpm/ft2(4.1 Lpm/mz) Minimum Operating Pressure: 7 psi (0.48 bar) Design Area: (Reference Figures 2 through 7) Bulletin 044 Reliable Page 3 of 9 February 2023 www.reliablesprinkler.com Unobstructed Wood Truss or Bar Joist,CPVC Pipe UNOBSTRUCTED WOOD TRUSS OR BAR JOIST, CPVC PIPE Draft Curtains: Not Required (See Hydraulic Design notes below) TOP CHORD DEPTH 4 in. 4-1/2 in.(114 mm)MINIMUM FROM (100 mm)OR LESS CENTERLINE OF SPRINKLER TO FACE OF TOP CHORD OF WOOD UPPER TRUSS OR BAR JOIST DECK 6 in.(150 mm) MAXIMUM 6 in.(150 mm) MAXIMUM SEE NOTE 1 SEE NOTE 2 NOTE 3 A85TRl1tv7fON' CEILING LPIPE SHALL BE LOCATED A MAXIMUM OF 6 in.(150 mm)ABOVE WHEN OFFSETTING CPVC PIPE OVER AN THE TOP OF THE CEILING(OR INSULATION),OR A MAXIMUM OF OBSTRUCTION,A CCS SPRINKLER MUST BE ONE-THIRD(1/3)THE DEPTH OF THE CONCEALED SPACE ABOVE INSTALLED DIRECTLY ON THE PIPE OVER THE THE TOP OF THE CEILING,WHICHEVER IS SMALLER. OBSTRUCTION.MAINTAIN 18 in.(460 mm) CLEARANCE TO HEAT PUMPS,FAN MOTORS, HEAT LAMPS,OR OTHER HEAT SOURCES. INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 60 in.(300 mm TO 1500 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 2. DEFLECTOR TO BE NO MORE THAN 2 in.(50 mm)MAXIMUM BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE TOP CHORD. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 16 ft(4.9 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS(DOES NOT APPLY TO SPRINKLERS ADDED TO PROTECT CPVC PIPING OFFSET OVER AN OBSTRUCTION) C. 256 ftz(23.8 m)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS A. WET SYSTEM: WHERE DRAFT CURTAINS(OR FULL HEIGHT WALLS)ARE PROVIDED AT MAXIMUM AREAS OF 1000 ft2(93 m2)OR LESS, CALCULATE ALL SPRINKLERS WITHIN THE COMPARTMENTED AREA. B. WET SYSTEM: WHERE DRAFT CURTAINS(OR FULL HEIGHT WALLS)ARE NOT PROVIDED,OR PROVIDED AT AREAS EXCEEDING 1000 ft2 (93 m2),CALCULATE AN AREA OF 1000 ft2(93 m2)OR SIX SPRINKLERS,WHICHEVER CREATES THE GREATER DEMAND. C. ADDITIONAL SPRINKLERS THAT ARE REQUIRED FOR PROTECTION OF CPVC PIPING THAT IS OFFSET OVER AN OBSTRUCTION DO NOT NEED TO BE INCLUDED IN THE DESIGN AREA. Bulletin 044 Reliable Page 4 of 9 February 2023 www.reliablesprinkler.com Unobstructed Wood Truss or Bar Joist,Steel Pipe UNOBSTRUCTED WOOD TRUSS OR BAR JOIST, STEEL PIPE Draft Curtains: Not Required (See Hydraulic Design notes below) TOP CHORD DEPTH 4 in. 4-1/2 in.(114 mm)MINIMUM FROM (100 mm)OR LESS CENTERLINE OF SPRINKLER TO FACE OF TOP CHORD OF WOOD UPPER TRUSS OR BAR JOIST DECK LOCATION OF STEEL PIPE IN CONCEALED SPACE IS SEE NOTE 1 SEE NOTE 2 NOT RESTRICTED NOTE 3 CEILING INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 60 in.(300 mm TO 900 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 2. DEFLECTOR TO BE NO MORE THAN 2 in.(50 mm)MAXIMUM BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE TOP CHORD. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 16 ft(4.9 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS C. 256 ft2(23.8 m)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS 1. WET OR DRY SYSTEM: WHERE DRAFT CURTAINS(OR FULL HEIGHT WALLS)ARE PROVIDED AT MAXIMUM AREAS OF 1000 ft2(93 m2) OR LESS,CALCULATE ALL SPRINKLERS WITHIN THE COMPARTMENTED AREA. 2. WET SYSTEM: WHERE DRAFT CURTAINS OR FULL HEIGHT WALLS ARE NOT PROVIDED,OR PROVIDED AT AREAS EXCEEDING 1000 ft2 (93 m2),CALCULATE AN AREA OF 1000 ft2(93 m)OR SIX SPRINKLERS,WHICHEVER CREATES THE GREATER DEMAND. 3. DRY SYSTEM:WHERE DRAFT CURTAINS OR FULL HEIGHT WALLS ARE NOT PROVIDED,OR PROVIDED AT AREAS EXCEEDING 1000 ft2 (93 M2),CALCULATE AN AREA OF 1000 ft2(93 m)OR NINE SPRINKLERS,WHICHEVER CREATES THE GREATER DEMAND. Bulletin 044 Reliably Page 5 of 9 February 2023 www.reliablesprinkler.com Obstructed Wood Truss or Bar Joist,Steel Pipe OBSTRUCTED WOOD TRUSS OR BAR JOIST, STEEL PIPE Draft Curtain and Blocking: Required at 1000 ft2 (93 m2) FULL DEPTH BLOCKING OF SAME MATERIAL AS 4-1/2 in.(114 mm)MINIMUM FROM JOIST(OR OTHER NONCOMBUSTIBLE CENTERLINE OF SPRINKLER TO MATERIAL).MAXIMUM 32 ft(9.75 m)BETWEEN FACE OF WOOD TRUSS OR UPPER ROWS OF BLOCKING. TOP CHORD OF BAR JOIST DECK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — - - SEE NOTE 2 EL MINIMUM 1/4 in. 6 in.(150 mm) PLYWOOD SEE NOTE 1 OR 1/3 DEPTH DRAFT CURTAIN AND 1A NOTE 3 R 1 SPACE AT MAXIMUM (WHICHEVER 31 ft(NG m) IS GREATER) SPACING LOCATION OF STEEL PIPE IN CONCEALED SPACE IS NOT RESTRICTED �CEILING INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 60 in.(300 mm TO 1500 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 1A. WHERE CEILING IS NOT SUPPORTED BY JOISTS(EXAMPLE:SUSPENDED A.C.T.)MEASUREMENT POINT IS TOP OF CEILING. 2. DEFLECTOR DISTANCE BELOW BOTTOM OF JOIST TO 1-1/2 in.TO 4 in.(38 mm TO 100 mm)BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE TOP CHORD. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 14 ft(4.3 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS C. 196 ftz(18.2 m2)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS 1. WET OR DRY SYSTEM: BLOCKING AND DRAFT CURTAINS(OR FULL HEIGHT WALLS)MUST BE PROVIDED AT 1000 ft2(93 mz)MAXIMUM AREAS. CALCULATE ALL SPRINKLERS WITHIN THE COMPARTMENTED AREA. Bulletin 044 Reliable Page 6 of 9 February 2023 www.reliablesprinkler.com Solid Wood or Composite Wood Joist Filled with Non-Combustible Insulation,CPVC Pipe SOLID OR COMPOSITE WOOD JOIST FILLED WITH NON-COMBUSTIBLE INSULATION, CPVC PIPE Draft Curtains: Required at 1000 ft2 (93 m2) NONCOMBUSTIBLE INSULATION,SECURED ABOVE UPPER SPRINKLERS WITH WIRE NETTING OR EQUIVALENT DECK SEE NOTE 2 — MAXIMUM 6 in.[150 mm] SEE NOTE 1 NOTE 3—/ 0657F.......... CEILING PIPE SHALL BE LOCATED A MAXIMUM OF 6 in.(150 mm) WHEN OFFSETTING CPVC PIPE OVER ABOVE THE TOP OF THE CEILING(OR INSULATION),OR OBSTRUCTION,A CCS SPRINKLER MUST BE A MAXIMUM OF ONE-THIRD(1/3)THE DEPTH OF THE INSTALLED DIRECTLY ON THE PIPE OVER THE CONCEALED SPACE ABOVE THE TOP OF THE CEILING, OBSTRUCTION. WHICHEVER IS SMALLER. INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 36 in.(300 mm TO 900 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 2. DEFLECTOR DISTANCE BELOW BOTTOM OF JOIST TO 1-1/2 in.TO 4 in.(38 mm TO 100 mm)BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE SOLID OR COMPOSITE WOOD JOIST. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 16 ft(4.9 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS C. 256 ft2(23.4 m2)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS 1. WET SYSTEM: DRAFT CURTAINS(OR FULL HEIGHT WALLS)MUST BE PROVIDED AT 1000 ft2(93 m)MAXIMUM AREAS.CALCULATE ALL SPRINKLERS WITHIN THE COMPARTMENTED AREA. 2. ADDITIONAL SPRINKLERS THAT ARE REQUIRED FOR PROTECTION OF CPVC PIPING THAT IS OFFSET OVER AN OBSTRUCTION DO NOT NEED TO BE INCLUDED IN THE DESIGN AREA. Bulletin 044 Reliably Page 7 of 9 February 2023 www.reliablesprinkler.com Solid Wood Joist(Non-Filled),Steel Pipe SOLID WOOD JOIST (NON-FILLED), STEEL PIPE Draft Curtain and Blocking: Required at 1000 ft2 (93 m2) 12 in.(300 mm) FULL DEPTH BLOCKING OF SAME MATERIAL AS JOIST MAX JOIST UPPER (OR NONCOMBUSTIBLE MATERIAL).MAXIMUM 32 ft(9.75 m) DEPTH DECK BETWEEN ROWS OF BLOCKING. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE NOTE 2 MINIMUM 1/4 in.PLYWOOD DRAFT CURTAIN AT MAXIMUM 31 ft(9.45 m)SPACING SEE NOTE 1 AND 1A NOTE 3 6 in.(150 mm)OR LOCATION OF STEEL PIPE 1/3 DEPTH OF SPACE IN CONCEALED SPACE IS (WHICHEVER IS GREATER) NOT RESTRICTED CEILING u INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 36 in.(300 mm TO 900 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 1A. WHERE CEILING IS NOT SUPPORTED BY JOISTS(EXAMPLE:SUSPENDED A.C.T.)MEASUREMENT POINT IS TOP OF CEILING. 2. DEFLECTOR DISTANCE BELOW BOTTOM OF JOIST TO 1-1/2 in. TO 4 in.(38 mm TO 100 mm)BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE SOLID OR COMPOSITE WOOD JOIST. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 14 ft(4.3 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS C. 196 ft2(18.2 m)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS 1. WET OR DRY SYSTEM: BLOCKING AND DRAFT CURTAINS(OR FULL HEIGHT WALLS)MUST BE PROVIDED AT 1000 ft2(93 m2) MAXIMUM AREAS.CALCULATE ALL SPRINKLERS WITHIN THE COMPARTMENTED AREA. Bulletin 044 Reliable Page 8 of 9 February 2023 www.reliablesprinkler.com Solid Wood or Composite Wood Joist(Filled),Steel Pipe SOLID OR COMPOSITE WOOD JOIST (FILLED), STEEL PIPE Draft Curtain and Blocking: Not Required UPPER NONCOMBUSTIBLE INSULATION,SECURED ABOVE DECK SPRINKLERS WITH WIRE NETTING OR EQUIVALENT SEE NOTE 2 LOCATION OF STEEL PIPE IN CONCEALED SPACE IS NOT SEE NOTE 1 RESTRICTED AND 1A NOTE 3 CEILING INSTALLATION NOTES: 1. DISTANCE EVALUATED AS PART OF THE cULus LISTING:12 in.TO 36 in.(300 mm TO 900 mm).NFPA 13 PERMITS INSTALLATION OF THE SPRINKLER WHERE THIS DISTANCE IS LESS THAN 12 in.(300 mm). 1A. WHERE CEILING IS NOT SUPPORTED BY JOISTS(EXAMPLE:SUSPENDED A.C.T.)MEASUREMENT POINT IS TOP OF CEILING. 2. DEFLECTOR DISTANCE BELOW BOTTOM OF JOIST TO 1-1/2 in.TO 4 in.(38 mm TO 100 mm)BELOW BOTTOM OF TOP CHORD.IN NO CASE SHALL DEFLECTOR BE ABOVE THE BOTTOM OF THE SOLID OR COMPOSITE WOOD JOIST. 3. INSTALL SPRINKLER WITH FRAME ARMS PARALLEL TO PIPE. SPRINKLER SPACING AND COVERAGE AREA A. 16 ft(4.9 m)MAXIMUM BETWEEN SPRINKLERS B. 6 ft(1.8 m)MINIMUM BETWEEN SPRINKLERS C. 256 ft2(23.4 m)MAXIMUM COVERAGE AREA PER SPRINKLER HYDRAULIC DESIGN AREA REQUIREMENTS 1. WET OR DRY SYSTEM: BLOCKING AND DRAFT CURTAINS(OR FULL HEIGHT WALLS)ARE NOT REQUIRED.CALCULATE A MINIMUM HYDRAULIC DESIGN AREA OF 1000 ft2(93 m). v 0 ti o� z a Bulletin 044 Reliable Page 9 of 9 February 2023 www.reliablesprinkler.com FIRE HOSE ANGLE VALVES AR CO SINCE 1981 Angle Hose Valves Aluminum handwheel Q •2-1/2" (65 mm) -Approved 300 lb. (2070 kPa) pressure tested -Lightweight cast brass body •Forgeline Bonnett & Seat Assembly. •LIL, ULC listed and FM approved. -Cap to be used for thread protection only. -Finish : Cast Brass. Available chrome plated brass •9 lbs. (4.09 kg) -See page 2 for Friction Loss Data lit ANA 652001 OA: Angle Hose Valve Cast Brass 2-1/2" (F) NPT x 2-1/2"(M) NST 652001 OC: Angle Hose Valve Chrome Plated Cast Brass 2-1/2" (F) NPT x 2-1/2"(M) NST 6520010GROOVED: Angle Hose Valve GROOVE 2-1/2" GROOVE x 2-1/2"(M) NST .4( C 0. C Awl— City Threads Available: Visit ARGCO.com for details B B ' A A A B (open) B closed C Now available: NPT 3-3/16" (79mm) 11" (275mm) 9-1/4" (231 mm) 5" (125mm) Chrome Plated Brass GROOVE 3-3/16" (125mm) 11.8" (300mm) 10.5" (267mm) 5" (125mm) System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com i(ARGCO Updated 1/20/2021 ©ARGCO ARGCCI.com aoo-a ,o,s sheet AR CO data SINCE © ISSI FRICTION LOSS(PSI) A In 0) V 00 A O m O 00 O N O O N O A ON Z — 0 N 0 � m o Fa oo O � NO A N r iN m m L o� C = N C O o N N � m CC0 W m D O r0 W pj m W V N 0 W m 0 W 00 0 A O O Pipe Hangers & Supports tCP, ASC Engineered Solutions Continuous Threaded Rod Fig. 146 (Formerly Afcon Fig. 650) Size Range:'/4"through 11/2"stocked in six, ten,and twelve foot lengths.Other even foot Lengths can be furnished to order. Material:Carbon steel or Stainless Steel Gr 304 Threads:National Coarse(USS),rod threaded complete length. Finish:❑Plain or El Zinc Plated (Hot-Dip Galvanized optional) Maximum Temperature: Zinc Plated 450°F,Stainless Steel 650'F Approvals Complies with MSS SP-58. Ordering:Specify rod diameter and length, r Length figure number,name and finish. Note:The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. A ANVIL® An ASC Engineered Solution Fig.146:Dimensions(in)•Loads(lbs)•Weight(Lbs) Max Load Rod Size A Threads per Inch 650°F Weight per Ft. 'A 20 240 0.12 3/8 16 730 0.30 '/2 13 1,350 0.53 1/8 11 2,160 0.84 'A 10 3,230 1.20 7/8 9 41480 1.70 1 8 5,900 2.30 TA 7 9,500 3.60 1'/2 6 13,800 5.10 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SS-1.18 page 1 SS-SUB-146-v01 20220427 Anvi[O Cast Iron Threaded Fittings ls) mc. / Engineered Solutions Tee & Cross (Class 125 Standard) ❑ Fig.358 Tee Anvil standard and extra heavy cast iron ❑ Fig. 360 Cross threaded fittings are manufactured in accordance with ASME-1316.4(except plugs and bushings,ASME B16.14). Dimensions also conform to Federal V Specifications,WW-P-501(except plugs and bushings WW-P-471). Cast iron threaded fittings are available in both black and galvanized. For Listings/Approval Details and Limitations,visit our website at www.asc-es.com or contact an ASC Engineered SolutionsT"^Representative. : See followin page for standards and gP g P Fig.358 c& FM LISTED APPROVED Fig.360 Cast Iron Threaded Fittings Pressure-Temperature Ratings Pressure Pressure Temperature Temperature Class 125 Class 250 Class 125 Class 250 °F/°C PSI/bar PSI/bar F/°C PSI/bar PSI/bar -20°-150' 175 400 300' 140 310 -28.9°-65.6° 12.1 27.6 148.9° 9.7 21.4 200' 165 370 350' 125 300 93T 11.4 25.5 176.7° 8.6 20.7 250' 150 340 400' — 250 121.1° 10.3 23.4 204.4° — 17.2 Note: Anvil standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME B16.4. Plugs and bushings are manufactured in accordance with ASME B16.14. Figure 367 Concentric Reducers do not meet the overall Length requirement ofASME B16.4. All other dimensions are in compliance. i ANVIL. 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-11.16 page 1 PS-SUB-358-360-v0120211027 Anvi[OCast Iron Fittings V, mc Engineered Solutions Tee & Cross (Class 125 Standard) Fig. 358, 360 •. - 0 Standards and Specifications Cast Iron Threaded Fittings Dimensions Material Galvanizing* Thread Pressure Rating Class 125 ASME 1316.4 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME 1316.4 Class 250 ASME 616.4 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME 1316.4 Cast Iron Plugs and Bushings Dimensions Material Galvanizing* Thread Pressure Rating ASME 616.14 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME B16.14 Note: *ASTM B633.Type I,SC 4,may be supplied as alternate zinc coating per applicable ASME B16 product standard. ®©o asc—es.com Building connections that last" PS-11.16 page 2 PS-SUB-358-360-v01 20211027 Anvi[OCast Iron Fittings jo 1; 2 Mc. PO Engineered Solutions Fig. 358 Fig. 360 Tee Cross �BB-� - -- _�B _________i__ 7 - d q �-q-�q-� B-B Unit Weight Unit Weight Unit Weight Size A B Size A B Size A B Black Black Black NPS/DN In./mm In./mm Lbs./kg NPS/DN In./mm In./mm Lbs./kg NPS/DN In./mm In./mm Lbs./kg 1/4 1/2 13/16 0.22 2 19/16 21/4 4.23 1/2 V16 13/16 2.80 8 13 22 0.10 50 40 57 1.92 15 14 22 1.27 3/8 5/8 1 0.35 21/2 113/16 211/16 6.67 3/4 13/16 15/16 1.03 10 16 25 0.16 65 47 68 3.02 20 22 33 0.47 1/2 11/16 11/8 0.56 3 23i16 31/8 10.00 1 15/16 11/2 1.59 15 17 29 0.25 80 56 79 4.54 25 24 38 0.72 3/4 13/16 15/16 0.84 31/2 27/16 37/16 13.29 11/4 11/8 13/4 2.42 20 22 33 0.38 90 62 87 6.03 32 29 44 1.10 1 15/16 11/2 1.25 4 211/16 33/4 16.33 11/2 1 V16 1"/16 3.21 25 24 38 0.57 100 68 95 7.41 40 33 49 1.46 11/4 11/8 1 3/4 2.03 5 35/16 41/2 27.33 2 1 V16 21/4 5.28 32 29 44 0.92 125 84 114 12.39 50 40 57 2.39 11/2 15/16 115/16 2.70 6 37/8 51/8 40.85 21/2 113/16 211/16 8.07 40 33 49 1.22 150 98 130 18.53 65 47 68 3.66 Note: 8 53i16 68/16 79.00 3 23i16 31/6 11.84 See first page for pressure-temperature ratings. 200 132 167 35.83 80 56 79 5.37 4 23/4 313/16 19.63 100 70 98 8.90 ®©o asc-es.conn Building connections that last" PS-11.16 page 3 PS-SUB-358-360-v01 20211027 Anvi[OCast Iron Fittings M C, / Engineered Solutions Fig. 358, 360 Tee & Cross (Class 125 Standard) General Assembly of Threaded Fittings 1 Inspect both male and female components prior to assembly. • Threads should be free from mechanical damage,dirt,chips and excess cutting oil. • Clean or replace components as necessary. 2 Application of thread sealant • Use a thread sealant that is fast drying,sets-up to a semi hard condition and is vibration resistant.Alternately,an anaerobic sealant maybe utilized. • Throroughly mix the thread sealant prior to application. • Apply a thick even coat to the male threads only.Best application is achieved with a brush stiff enough to force sealant down to the root of the threads. 3 Joint Makeup • For sizes up to and including 2"pipe,wrench tight makeup is considered three full turns past handtight.Handtight engagement for'/z"through 2" thread varies from 41/2 turns to 5 turns. • For 21/2"through 4"sizes,wrench tight makeup is considered two full turns past handtight.Handtight engagement for 21/2"through 4"thread varies from 51/2 turns to 61/4 turns. ®©o asc-es.com Building connections that last" PS-11.13 page 4 PS-SUB-358-360-v01 20211027 Anvi[O Cast Iron Threaded Fittings ls) mc. / Engineered Solutions Elbows (Class 250 Extra Heavy) ❑ Fig. 421 90* Elbow Anvil standard and extra heavy cast iron ❑ Fig. 424 45° Elbow threaded fittings are manufactured in accordance with ASME-1316.4(except plugs and bushings,ASME B16.14). Dimensions also conform to Federal Specifications,WW-P-501(except plugs and bushings WW-P-471). Cast iron threaded fittings are available in both black and galvanized. For Listings/Approval Details and Limitations,visit our website at www.asc-es.com or contact an �T ASC Engineered SolutionsT11 Representative. USA" See following page for standards and specifications. Fig.424 C V� us FM Fig.421 LISTED APPROVED Cast Iron Threaded Fittings Pressure-Temperature Ratings Pressure Pressure Temperature Temperature Class 125 Class 250 Class 125 Class 250 °F/°C PSI/bar PSI/bar °F/°C PSI/bar PSI/bar -20°-150° 175 400 300° 140 310 -28.9°-65.6° 12.1 27.6 148.9° 9.7 21.4 200° 165 370 350° 125 300 93.3° 11.4 25.5 176.7° 8.6 20.7 250° 150 340 400° - 250 121.1° 10.3 23.4 204.4° - 17.2 Note: Anvil standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME B16.4. Plugs and bushings are manufactured in accordance with ASME B16.14. Figure 367 Concentric Reducers do not meetthe overall length requirement of ASME B16.4. All other dimensions are in compliance. ANVIL. 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-11.16 page 1 PS-SUB-421-424-v0120220120 Anvi[OCast Iron Fittings V, mc Engineered Solutions Elbows (Class 250 Extra Heavy) Fig. 421, 424 ®r, iNONNI + . Y Standards and Specifications Cast Iron Threaded Fittings Dimensions Material Galvanizing* Thread Pressure Rating Class 125 ASME 1316.4 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME 1316.4 Class 250 ASME 616.4 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME 1316.4 Cast Iron Plugs and Bushings Dimensions Material Galvanizing* Thread Pressure Rating ASME 616.14 ASTM Al26(A) ASTM Al53 ASME 131.20.1 ASME B16.14 Note: *ASTM B633.Type I,SC 4,may be supplied as alternate zinc coating per applicable ASME B16 product standard. ®©o asc—es.com Building connections that last" PS-11.16 page 2 PS-SUB-421-424-v0120220120 Anvi[O Cast Iron Threaded Fittings Mo. ")"0 ksc. / Engineered Solutions Fig. 421 Fig. 424 900 Elbow(Class 250 Extra Heavy) 450 Elbow(Class 250 Extra Heavy) �I q I i` w iI q 1 ---- B I _ I I Unit Weight Unit Weight Size A B Size A B Black Black NPS/DN In./mm In./mm Lbs./kg NPS/DN In./mm In./mm Lbs./kg 1/4 6/8 1s/16 0.37 1/2 V16 1 0.66 8 16 24 0.17 15 14 25 0.30 1/2 13/16 11/4 0.75 '/4 6/8 11/8 1.04 15 22 32 0.34 20 16 29 0.47 3/4 15/16 1'/16 1.13 1 'A 1'/16 1.56 20 24 37 0.51 25 19 33 0.71 1 1 1/16 15/8 1.79 1 Ya '/a 1 V2 2.70 25 27 41 0.81 32 22 38 1.22 1'A 16h6 116/16 3.00 11/2 11/16 111/16 3.55 32 33 49 1.36 40 27 43 1.61 11/2 11/2 21/8 4.05 2 P/16 2 6.07 40 38 54 1.84 50 33 51 2.75 2 11'/16 21/2 6.76 21/2 16h6 21/4 9.79 50 47 64 3.07 65 33 57 4.44 21/2 2 21'/16 10.56 65 51 75 4.79 3 2% 33/8 15.25 80 60 86 6.92 Note: See first page for pressure-temperature ratings. asc-es.com Building connections that last" PS-06.13 page 3 PS-SUB-421-424-v0120220120 Anvi[O Cast Iron Threaded Fittings e1r :) MC,, / Engineered Solutions Fig. 421, 424 Elbows (Class 250 Extra Heavy) General Assembly of Threaded Fittings 1 Inspect both male and female components priorto assembly. • Threads should be free from mechanical damage,dirt,chips and excess cutting oil. • Clean or replace components as necessary. 2 Application of thread sealant • Use a thread sealant that is fast drying,sets-up to a semi hard condition and is vibration resistant.Alternately,an anaerobic sealant maybe utilized. • Throroughly mix the thread sealant prior to application. • Apply a thick even coat to the male threads only.Best application is achieved with a brush stiff enough to force sealant down to the root of the threads. 3 Joint Makeup • For sizes up to and including 2"pipe,wrench tight makeup is considered three full turns past handtight.Handtight engagement for'/i"through 2" thread varies from 41/2 turns to 5 turns. • For 21/2"through 4"sizes,wrench tight makeup is considered two full turns past handtight.Handtight engagement for 21/2"through 4"thread varies from 51/2 turns to 61/4 turns. ®©o asc-es.com Building connections that last" PS-11.13 page 4 PS-SUB-421-424-v0120220120 SPF Cast Iron Threaded Fittings AS C / Engineered Solutions Class 125 (Standard) Fig. 3367 Reducing Coupling Material Specifications Dimensions:ASME B16.4 Class 125 Material:ASTM A126 Finish:Black or Hot Dip Galvanized per ASTM A153 Class A Threads:NPT per ASME 61.20.1 Agency Approvals:ALL cast iron threaded c 4� us FM fittings are UL/ULC Listed and FM Approved. USTO APPROVED For Listings/Approval Details and Limitations,visit our website at www.asc-es.com or contact an ASC Engineered Solutions"Sales Representative. Figure 3367 Reducing Coupling Maximum Approx. Nominal Size Working Pressure A Dimension A Wt.Each In.(mm) psi(kPa) In.(mm) Lbs.(kg) 1 x'/z 300 1.70 0.62 A 25 x 15 2065 43.18 0.28 -------1 1 X 3/4 300 1.70 0.80 25 x 20 2065 43.18 0.60 A-Working Pressure Ratings are for reference only and based on Sch.40 pipe.For the latest UL/ULC,and FM pressure ratings versus pipe schedule,please visit asc-es.com or contact your local ASC Engineering Solutions'"'Representative. So. 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: SPF/MI-1.15 page 1 PS-SUB-3367-v0120220202 BlazeMasterO Submittal Data Sheet Job or Customer: ................................................................................................................................................... Engineer: Contractor: Submitted by: ................................................................................................................................................_ Da te z Approved by: ..........................................................................................Date........................ Order No: ................................................................................................................................................... Date Specification: ................................................................................................................................................... Installation Date: ................................................................................................................................................... < STANDARDS > introdtictinn D1784, F437, IPEX BlazeMaster° pipe and fittings are designed specifically for fire sprinkler F438, F439, systems. They are made from a specialty thermoplastic known chemically as post- •1 I' F442 chlorinated polyvinyl chloride (CPVC). IPEX BlazeMaster pipe and fittings provide unique advantages in sprinkler installations including superior hydraulics, ease of O1821 joining, increased hanger spacing in comparison to other thermoplastics and ease UL 1887 of assembly. They also are based on a technology with a continuous and proven service history of more than 40 years. UDC C199 P-M Fire Performance BlazeMaster is made with CPVC which offers an even greater fire safety profile than PVC. Like PVC, CPVC will not independently support combustion, and as such will not burn once the flame source is removed. CPVC's ignition resistance is demonstrated by its flash ignition temperature of 900°F. FM CPVC also has a low flame spread. In addition, it provides outstanding smoke characteristics. In testing conducted to CAN/ULC S102.2, CPVC showed a flame ' 13, 13R spread of less than 15, and a smoke-developed classification of 15. And, like PVC, 1'T�11" 13D,90A CPVC has a fuel contribution of 0. N F pA® 24 I Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 of 8 BlazeMasterO Submittal Data Sheet material properties availability Physical &Thermal Properties of BlazeMaster CPVC Description Size (in) Property CPVC ASTM Pipe 3/4 to 3" Specific Gravity 1.55 D792 Fittings IZOD Impact Strength 3.0 D256A Tee (Soc) 3/4" to 3" (ft. lbs./inch, notched) 3/4" to 3" x 3/4" Modulus of Elasticity, Q 73°F, psi 4.23 x 101 D638 Reducing Tee (Soc) 3" x 3/4" to 2-1/2" Ultimate Tensile Strength, psi 8,400 D638 Sprinkler Head Adapter Tee 3/4" to 2" x 3/4" Compressive Strength, psi 9,600 D695 (Soc x Soc x SST FPT) 2" x 1/2" Poisson's Ratio .35 - .38 - Sprinkler Head Adapter Tee 1/2" x 1/2" 1" Working Stress @ 73°F, psi 2,000 D1598 (FPT x FPT x Soc) Hazen-Williams C Factor 150 90° Elbow (Soc) 3/4" - 3" Sprinkler head Adapter 90° Elbow 3/4" to 1-1/4" x 112" to Coefficient of Linear Expansion 3.4 x 10-5 D696 (Soc x SST FPT) 3/4" Thermal Conductivity 45° Elbow (Soc) 3/4" to 3" BTU/hr./ft.2/°F/in. 0.95 C177 Cross (Soc) 3/4" to 2-1/2" Limiting Oxygen Index 60% D2863 Coupling (Soc) 3/4" to 3" Electrical Conductivity Non Conductor Grooved Adapter Coupling 1-1/4" to 3" (Soc x Groove) Female Adaptor (Soc x SST FPT) 3/4" to 2" ill Sprinkler Head Adaptor 3/4" to 1-1/4" x 112" to (Soc x SST FPT) 3/4" Sprinkler Head Adaptor (Sp x SST FPT) 3/4" to 1" x 1/2" Reducer Bushing (Spig x Soc) 1" to 3" x 3/4" to 2-112" Cap (Soc) 3/4" to 3" Union (Soc) 3/4" to 2" One Piece Flange (Soc) 3/4" to 3" I ii Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 2 of 9 BlazeMasterO Handling & Installation Procedures Outdoor Installations Pipe sizes 1-1/4" (32 mm) and above IPEX BlazeMaster pipe and fittings are not listed for exposed, shall always receive a second cement outdoor applications. application on the pipe end. (Apply cement on the pipe end, in the fitting socket, and on the pipe again.) Only Joining IPEX BlazeMaster Pipe and Fittings with use solvent cements that have been Red One Step Solvent Cement specifically investigated and tested for Note: BlazeMaster BM-5 One Step Cement requires no cleaner or use with BlazeMaster CPVC systems primer. Refer to individual manufacturers' installation instructions. and approved by the pipe and fitting manufacturer. Too much cement can cause clogged waterways. Do not allow Cutting excess cement to puddle in the pipe IPEX BlazeMaster pipe can be easily cut with a sharp ratchet and fitting assembly. cutter (except at temperatures below 100C (500F)), a wheel-type Special care shall be exercised when plastic tubing cutter, a power saw or assembling BlazeMaster systems in a fine toothed saw. To ensure the extremely low temperatures (below 4°C pipe is cut square, a miter box is (400F)) or extremely high temperatures recommended when using a saw. A (above 38°C (1000F)). Extra set time 7c; square cut provides the surface of the shall be allowed in colder temperatures. pipe with maximum bonding area. If When cementing pipe and fittings in any indication of damage or cracking extremely cold temperatures, make certain that the cement has not is evident at the pipe end, cut off at "gelled". Gelled cement must be discarded. In extremely hot least 50.8 mm (2") beyond any temperatures, make sure both surfaces to be joined are still wet visible crack. with cement when putting them together. Deburring Assembly Burrs and filings can prevent proper After applying cement, immediately insert the pipe into the fitting contact between pipe and fitting socket, while rotating the pipe one-quarter turn. Properly align the during assembly, and must be fitting for the installation at this time. Pipe must bottom to the removed from the outside and the stop. Hold the assembly for 10 to 15 seconds to ensure initial inside of the pipe. A chamfering tool bonding. A bead of cement should be evident around the pipe and or a file is suitable for this purpose. A fitting juncture. If this bead is not continuous around the socket slight bevel shall be placed at the shoulder, it may indicate that insufficient cement was applied. end of the pipe to ease entry of the pipe into the socket and minimize the chances of wiping solvent cement from the fitting during insertion. 0 1 Fitting Preparation - Using a clean, dry rag, wipe loose dirt and moisture from the fitting socket and pipe end. Moisture can slow the cure time and at this stage of assembly, excessive water can reduce joint strength. Check the dry fit of the pipe and fitting. The pipe should enter the fitting socket easily 1/4 to 3/4 of the way. At this stage, the pipe should not bottom out in the socket. Solvent Cement Application Joining surfaces shall be penetrated and softened. Cement shall be applied (worked into pipe) with an applicator half the nominal size of the pipe diameter. Apply a heavy, even coat of cement to I the outside pipe end. Apply a medium coat to the fitting socket. Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 3 of 9 BlazeMasterO 0 Handling & Installation Procedures If insufficient cement is applied, the fitting must be cut out and Table I: 552 kPa (225 psi) Test Pressure (maximum) discarded. Ambient Temperature During Cure Period Cement in excess of the bead can be wiped off with a rag. Care shall be exercised when installing sprinkler heads. Sprinkler head Pipe Size Temperature fittings shall be allowed to cure for a minimum of 30 minutes 16°C to 49°C > 4.4°C >17.8°C prior to installing the sprinkler head. When installing sprinkler inches mm (60°F to 120°F) (> 40°F) (> 0°F) heads, be sure to anchor or hold the pipe drop securely to avoid rotating the pipe in previously cemented connections. Previously 3/4 20 1 hr 4 hrs 48 hrs cemented fittings shall also be permitted to cure for a minimum 1 25 1-1/2 hrs 4 hrs 48 hrs of 30 minutes. 1-1/4 32 & 40 3 hrs 32 hrs 10 days Warning: Sprinkler heads shall be installed only after all the CPVC 2 50A 8 hrs 48 hrs Note 1 pipe and fittings, including the sprinkler head adapters, are solvent welded to the piping and allowed to cure for a minimum 2-1/2 & 3 65 & 80 24 hrs 96 hrs Note 1 of 30 minutes. Sprinkler head fittings should be visually Note: Cure times indicated in Table 1 are to be used for all LPCB inspected and probed with a wooden dowel to ensure that the approved pipe and fitting joints. water way and threads are clear of any excess cement. Once the installation is complete and cured per Table I, II or III, the system shall be hydrostatically tested. Sprinklers shall not be installed in Table II: 1379 kPa (200 psi) Test Pressure (maximum) the fittings prior to the fittings being cemented in place. Ambient Temperature During Cure Period Note: Safety and Health Precautions. Prior to using CPVC solvent Pipe Size Temperature cements, review and follow all precautions found on the container labels, material safety data sheet, and Standard Practice for Safe inches mm 16°C to 49°C >4.4°C >17.8°C Handling ASTM F 402. i (60°F to 120°F) (> 40°F) (> 07) 3/4 20 45 mins 1-112 hrs 48 hrs Set and Cure Times 1 25 45 mins 1-1/2 hrs 48 hrs Solvent cement set and cure 1-1/4 32 & 40 1-1/2 hrs 16 hrs 10 days times are a function of pipe size, 2 50 6 hrs 36 hrs Note 1 temperature, relative humidity, and tightness of fit. Curing time is 2 1/2 &3 65 & 80 8 hrs 72 hrs Note 1 faster for drier environments, smaller pipe sizes, higher Table III: 690 kPa (100 psi) Test Pressure (maximum) temperatures and tighter fits. The Ambient Temperature During Cure Period assembly must be allowed to set, without any stress on the joint, for Pipe Size Temperature 1 to 5 minutes, depending on pipe size and temperature. inches mm 16°C to 49°C > 4.4°C >17.8°C Following initial set period, the assembly can be handled (60°F to 120°F) (> 40°F) (> 0°F) carefully, avoiding significant stresses to the joint. Refer to the 3/4 20 15 mins 15 mins 30 mins following tables for minimum cure times prior to pressure testing. 1 25 15 mins 30 mins 30 mins 1-1/4 32 & 40 15 mins 30 mins 2 hrs Note: For these sizes, the solvent cement can be applied at temperatures below-17.8°C (0°F), however, the sprinkler system temperature must be raised to a temperature of 0°C (32°F) or above and allowed to cure per the above recommendations prior to pressure testing. IL Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 4 of 9 BlazeMasterO 0 Handling & Installation Procedures Threaded Connections Flanged Connections IPEX BlazeMaster CPVC female threaded adapters or flanges are Flange Make-Up: Once a flange is joined to pipe, the method for listed for connecting a BlazeMaster fire sprinkler system to other joining two flanges is as follows: materials, valves, and appurtenances. 1. Piping runs joined to the flanges must be installed in a A thread sealant shall be used in making threaded connections. straight line position to the flange to avoid stress at TFE (Teflon@) thread tape is the recommended sealant. Some the flange due to misalignment. Piping must also be thread sealants other than TFE thread tape contain solvents or secured and supported to prevent lateral movement other materials that may be damaging to CPVC. Contact your that can create stress and damage the flange. authorized IPEX BlazeMaster distributor or IPEX Representative for approved thread sealants. Use of thread sealants other than 2• With gasket in place, align the bolt holes of the mating those approved by IPEX will void the warranty on the IPEX flanges by rotating the ring into position. BlazeMaster system. (Consideration should be given to alignment of One- Piece Flange prior to joining with pipe.) Care shall be exercised when transitioning between IPEX BlazeMaster pipe and fittings and metal. Care must be taken to 3. Insert all bolts, washers (two standard flat washers per avoid over-torquing. Refer to section on instructions for torque bolt), and nuts. requirements. 4. Make sure the faces of the mating surfaces are flush The following is the recommended method of installation to against gasket prior to bolting down the flanges. ensure a sound connection. 5. Tighten the nuts by hand until they are snug. Establish a) Begin by applying 2 to 3 wraps of TFE (Teflon®) thread uniform pressure over the flange face by tightening the tape. bolts in 5 ft. lb. (6.8 M Kg) increments according to the sequence shown in Figure 8: Bol Tightening Sequence b) Tighten the sprinkler head into the adapter taking care following a 180' opposing sequence. not to cross-thread the fitting. (Recommended torque 6. Care must be taken to avoid "bending" the flange when values 15-25 ft/Ibs) joining a flange to a "raised face" flange, or a wafer-style c) Two to three turns beyond finger-tight is all that is valve. Do not use bolts to bring together improperly required to make a sound plastic threaded connection. mated flanges. Caution: Over-torquing will damage the flange. Torque given CAUTION: Over-tightening will damage both the pipe and the is for dry, non-lubricated bolt, standard washers, neoprene fitting. 3.18 mm (1/82) thick full face gasket. If lubricant (non- petroleum based) is used, torque levels may vary. Actual field conditions may require a variation in these recommendations. Recommended Bolt Torque Figure 8: Flange Size Bolt Diameter Torque Bolt Tightening inches mm inches mm ft Ibs M Kg Sequence 3/4 - 1-1/2 19.05 - 38.10 1/2 12.70 10 - 15 13.6 - 20.3 2 - 3 50.80 - 76.20 5/8 15.88 20 - 30 27.1 -40.7 I ii Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 5 of 9 BlazeMasterO 0 Handling & Installation Procedures Grooved Coupling Adapters Penetrating Fire Rated Walls and Partitions The following procedures are recommended for proper assembly of Before penetrating fire rated walls and partitions, consult building the Grooved Coupling Adapter. READ THESE INSTRUCTIONS codes and authorities having jurisdiction in your area. Several CAREFULLY BEFORE BEGINNING INSTALLATION. classified through-penetration firestop systems are approved for use with CPVC pipe. Consult IPEX representative for further information. 1. Inspect the fittings and pipe to insure that they are Warning: Some firestop sealants or wrap strips contain solvents or sufficiently free from indentations, projections or roll-marks plasticizers that may be damaging to CPVC. Always consult the on the gasket seating areas of the fitting and pipe. The pipe manufacturer of the firestop material for compatibility with IPEX should be squarely cut with any loose scale, paint and/or BlazeMaster CPVC pipe and fittings. dirt must be removed from the groove and seating surface. Use a standard grade E*, EPDM compound that is suitable for wet fire sprinkler service. A flexible coupling shall be Earthquake Bracing used with grooved coupling adapters. Caution: Use of rigid Since IPEX BlazeMaster CPVC pipe is more ductile than metallic style couplings may damage the grooved coupling adapter. sprinkler pipe, it has a greater capacity to withstand earthquake Consult the coupling manufacturer for proper selection. damage. In areas subject to earthquakes, BlazeMaster fire sprinkler systems shall be designed and braced in accordance *See manufacturer for temperature ratings. with local codes or NFPA 13, Section 6-4 (1999 Edition). 2. Make sure the gasket is clean and free of any cracks, cuts When it is required to earthquake brace BlazeMaster piping, it is or other defects which may cause leaks. Lubricate the important to use fittings, fasteners or clamps that do not have gasket with a vegetable soap-based gasket lubricant. sharp edges or apply excessive compressive forces sufficient to Caution: Use of petroleum based lubricants will damage distort the pipe. the gasket and adapter resulting in stress failure of the CPVC adapter. A gasket/joint lubricant is recommended to prevent pinching the gasket and to assist in seating the Pressure Testing gasket during the alignment process. Apply the appropriate Once an installation is completed and cured, per the previous lubricant to the gasket lips and exterior surface of the recommendations, the system should be hydrostatically (water) gasket. pressure tested at 1379 kPa (200 psi), Table II, for 2 hours (or at 345 kPa (50 psi) in excess of the maximum pressure, Table I, 3. Place the gasket over the metal pipe ends, being sure when the maximum pressure to be maintained in the system is in gasket lip does not overhang the pipe end. Insert the CPVC excess of 1034 kPa (150 psi) in accordance with the requirements grooved coupling adapter into the gasket. Make sure that established by NFPA Standard 13, Section 10-2.2.1 (1999 the gasket is centered between the two grooves. No portion Edition). Sprinkler systems in one-and two-family dwellings and of the gasket should extend into the grooves. Caution: mobile homes may be tested at line pressure, Table III in Make sure the gasket is not pinched between the pipe and accordance with the requirements established by NFPA 13D, the fitting. Section 1-5.4 (1999 Edition). When pressure testing, the sprinkler 4. Place the metal housing over the gasket, making sure system shall be slowly filled with water and the air bled from the the metal housing key is into the grooves on the metal pipe highest and farthest sprinkler heads before pressure testing is and the CPVC coupling adapter. Insert the bolts and tighten applied. Air must be removed from piping systems (plastic or by hand. Tighten the bolts alternately and equally until the metal) to prevent it from being locked in the system when pressure bolt pads are touching metal-to-metal. In completing a is applied. Entrapped air can generate excessive surge pressures proper joint, the gasket is also slightly compressed, adding that are potentially damaging, regardless of the piping materials to the strength of the seal from the gasket's durometer. used. Air or compressed gas should never be used for pressure testing. If a leak is found, the fitting must be cut out and 5. Inspect the joints before and after pressure testing. Look for discarded. A new section can be installed using couplings or a gaps between the bolt pads and for housing keys that are union. Unions should be used in accessible areas only. not inside the grooves. Ji Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 6 of 9 BlazeMasterO ■ Specifications Scope Material This specification sheet covers IPEX Inc. requirements for for 3/4" BlazeMaster CPVC SDR 13.5 Pipe are made from Lubrizol Inc. through 3" (20 mm — 75 mm) BlazeMaster CPVC SDR 13.5 Pipe Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell for wet pipe automatic sprinkler systems, having a rated working class of 23447 as defined in ASTM Standard D 1784 "Standard pressure of 175 psi (1205 kPa) at 150°F (66°C) or 315 psi Specification for Rigid Polyvinyl Chloride (PVC)and Chlorinated (2172 kPa) at 73°F (22°C) and BlazeMaster CPVC Schedule 80 Polyvinyl Chloride (CPVC) Compounds". The compound is listed Fittings. The fittings, for wet pipe automatic sprinkler systems, with NSF for potable water service. having a rated working pressure of 175 psi (1205 kPa) at 150°F (66°C) or 315 psi (2172 kPa) @ 73°F (22°C). These products The material has been tested in accordance with CAN/ULC meet or exceed performance standards set by the American Standard S102.2M88 "Standard Method of Test for Surface National Standards Institute (ANSI), the American Society for Burning Characteristics of Flooring, Floor Covering, and Testing and Materials (ASTM), Factory Mutual Research (FM), Miscellaneous Materials and Assemblies"with the following National Fire Protection Agency (NFPA), NSF International (NSF), results: Flame Spread 5/Smoke Development 5-15. Underwriters Laboratories Inc., and Underwriters' Laboratories of BlazeMaster Schedule 80 Fittings are made from Lubrizol Inc. Canada (ULC). Chlorinated Polyvinyl Chloride (CPVC) raw material having a cell Underwriters' Laboratories of Canada lists BlazeMaster CPVC class of 23447 as defined in ASTM Standard D 1784 "Standard Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe for Specification for Rigid Polyvinyl Chloride (PVC)and Chlorinated use in the following applications; Residential occupancies as Polyvinyl Chloride (CPVC) Compounds". The compound is listed defined in the Standard for Sprinkler Systems in One and Two- with NSF for potable water service. Family Dwellings, NFPA 13D. Multiple residential as defined in NFPA 13R. Marking BlazeMaster Schedule 80 Fittings and BlazeMaster CPVC SDR Light-hazard occupancies as defined in the Standard for 13.5 Pipe are made from Lubrizol Inc. Chlorinated Polyvinyl Installation of Sprinkler Systems, NFPA 13. BlazeMaster CPVC Chloride (CPVC) raw material having a cell class of 23447 as Schedule 80 Fittings and BlazeMaster CPVC SDR 13.5 Pipe can defined in ASTM Standard D 1784 "Standard Specification for be used for both concealed and exposed installations. Refer to Rigid Polyvinyl Chloride (PVC)and Chlorinated Polyvinyl Chloride Ipex literature for any limitations. (CPVC) Compounds". The compound is listed with NSF for potable water service. Dimensions IPEX BlazeMaster pipe is produced in SDR 13.5 dimensions to the specifications of ASTM F442. Fittings are produced to ASTM F437, F438 pr F439 specifications depending on the size and configuration. I Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 7 of 9 BlazeMasterO Notes Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X 8 of 9 BlazeMasterO About IPEX About the IPEX Group of Companies As leading suppliers of thermoplastic piping systems, the IPEX Group of Companies provides our customers with some of the world's largest and most comprehensive product lines. All IPEX products are backed by more than 50 years of experience. With state-of-the-art manufacturing facilities and distribution centers across North America, we have established a reputation for product innovation, quality, end-user focus and performance. Markets served by IPEX group products are: • Electrical systems • Telecommunications and utility piping systems • PVC, CPVC, PP, ABS, PEX, FR-PVDF and PE pipe and fittings (1/4" to 48") • Industrial process piping systems • Municipal pressure and gravity piping systems • Plumbing and mechanical piping systems • PE Electrofusion systems for gas and water • Industrial, plumbing and electrical cements • Irrigation systems Products are manufactured by IPEX Inc. and distributed in the United States by IPEX USA LLC. PlumbBetter® is a trademark of IPEX Branding Inc. This literature is published in good faith and is believed to be reliable. However, it does not represent and/or warrant in any manner the information and suggestions contained in this brochure. Data presented is the result of laboratory tests and field experience. A policy of ongoing product improvement is maintained. This may result in modifications of features and/or specifications without notice. I Cda Toll Free:866-473-9462 •www.ipexinc.com U.S.Toll Free:800-463-9572•www.ipexamerica.com 1 P E X ©2008 IPEX DA-BLAZEMASTER1 9 of 9 j 4cnt .J"�'11 115 STANDARD DUTY LOOP HANGER The 115 Standard Duty Loop Hanger is ideal for suspending stationary, non-insulated pipe lines, including CPVC pipes, in fire sprinkler systems.A knurled insert nut helps simplify vertical adjustments and flared edges on the base(1/2"to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. CERTIFICATIONS @UL UL FM APPROVED FEATURES Flared edges help prevent any sharp surfaces from coming into contact with the pipe(1/2"to 4"sizes) Retained insert nut helps ensure the loop hanger and insert nut stay together Recommended for the suspension of stationary non-insulated pipe lines Manufactured to use the minimum rod size permitted by NFPA®for fire sprinkler piping Conforms with Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society(MSS) SP-58 (Type 10) SPECIFICATIONS Finish: Pregalvanized Material: Steel Catalog Pipe Size Outer Rod Size(RS) A B C Static Load(F) Number Diameter(OD) 1150050EG 1/2" 0.840" 3/8" 213/16" 11/8" V 3001b 1150075EG 3/4" 1.050" 3/8" 3" 13/16" 15/16" 3001b 1150100EG V 1.315" 3/8" 31/4" 13/8" 15/16" 3001b 1150125EG 1 1/4" 1.660" 3/8" 3 9/16" 1 1/2" 15/16" 3001b Catalog pipe Size Outer Rod Size(RS) A B C Static Load(F) Number Diameter(OD) 1150150EG 11/2" 1.9001, 3/8" 313/16" 1 5/8" 15/16" 300lb 1150200EG 2" 23/8" 3/8" 41/4" 17/8" 15/16" 3001b 1150250EG 2 1/2" 2 7/8" 3/8" 5 15/16" 3 7/16" 2" 525 Ib 1150300EG 3" 3 1/2" 3/8" 6 9/16" 3 1/2" 1 15/16" 5251b 1150350EG 31/2" 4" 3/8" 7 1/16" 3 3/4" 1 15/16" 5851b 1150400EG 4" 41/2" 3/8" 79/16" 4" 115/16" 6501b 1150500EG 5" 59/16" 1/2" 913/16" 43/4" 21/4" 1,000 lb 1150600EG 6" 6 5/8" 1/2" 11 5/16" 6 5/16" 3 5/16" 1,000 lb 1150800EG 8" 8 5/8" 1/2" 12 7/8" 6 7/8" 2 7/8" 1,000 lb DIAGRAMS -RS C B A OD �F WARNING nVent products shall be installed and used only as indicated in nVent's product instruction sheets and training materials. Instruction sheets are available at www.nvent.com and from your nVent customer service representative. Improper installation, misuse, misapplication or other failure to completely follow nVent's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. North America Europe Europe APAC +1.800.753.9221 Netherlands: Germany: Shanghai: Option 1 — Customer Care +31 800-0200135 800 1890272 +86 21 2412 1618/19 Option 2 — Technical Support France: Other Countries: Sydney: +33 800 901 793 +31 13 5835404 +61 2 9751 8500 wo dow Our powerful portfolio of brands: CADDY ERICO HOFFMAN RAYCHEM SCHROFF nV6nt TRACER O 2023and logos are owned or • by • or other trademarksthe property of respectivetheir owners. Branch Line Restraint System Traditional methods for installing branch line restraints in fire sprinkler systems are cumbersome and time-consuming. Contractors often cut (and re-cut)threaded rod to precise measurements to restrain the sprinkler pipe with a loop hanger and surge restraint.Traditional methods also commonly require five or more parts per restraint. To avoid these labor-intensive methods, Pentair has streamlined the process and developed the Branch Line Restraint System, part of the CADDY line of hanging and bracing solutions for the fire protection market. Ideal for restraining 1" (25 mm) through 2" (50 mm) branch lines,this innovative system is significantly faster and easier to install than current methods. It attaches directly to steel bar joists, 1-beams or purlins, as well as concrete and wood structures.The hardware is installed with only one tool, a 5/16" (8 mm) socket drill driver,which provides significant labor savings and convenience. It features a simple,two-step installation process, allowing a time savings of up to 80%compared to other methods. Unlike most solutions that only accept 3/8" (M10)threaded rod,the versatile Branch Line Restraint System features a swivel attachment that can be rotated to accept 3/8" or 1/2" (M10 or M12)threaded rod.This allows greater restraint distances from the pipe to structure with 1/2" (M12)threaded rod. The system meets the requirements of NFPA® 13, making it ideal for new construction applications.The total system is cULus® Listed and FM'Approved, and has been pre-approved by the state of California (OSHPD OPA-2629-101. • Complete restraint system is quick and easy to install • Offers up to 80%time savings per branch line restraint • Eliminates need to cut threaded rod to exact dimensions • Works with 3/8" and 1/2" (M10 and M12) rod • Capable of restraint distances up to 40" (960 mm)from pipe to structure with 1/2" (M12) threaded rod • Meets requirements of NFPA® 13 section 9.3.6 HIV Branch Line Restraint Branch Line Restraint Branch Line Restraint Structure Pipe Attachment Structure Attachment to Steel Attachment to Wood/Concrete PENTAIR Branch Line Restraint Structure Attachment to Threaded Hole FM is a registered certification mark of FM Approvals LLC,LTD.NFPA is a registered trademark of National Fire Protection Association,Inc.ILL,UR,cUL,cUR,cULus and cURus are registered certification marks of ILL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials.Instruction sheets are available at erico.pentair.com and from your Pentair customer service representative.Improper installation,misuse,misapplication or other failure to completely follow Pentair's instructions and warnings may cause product malfunction,property damage,serious bodily injury and death and/or void your warranty. ©2017 Pentair All rights reserved Pentair,CADDY,CADWELD,CRITEC,ERICO,ERIFLEX,ERITECH and LENTON are owned by Pentair or its global affiliates. All other trademarks are the property of their respective owners.Pentair reserves the right to change specifications without prior notice. ►�PENTAIR ES-A-Deringer 30 Engineering • - • Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative DeringerTM 30 Double Check Detector Assembly DCDA-11 2rr _ 8rr The DeringerTM 30 Double Check Detector assembly prevents non-health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire sprinkler systems when Approved for Fire Protection,Waterworks, Plumbing, monitoring of unauthorized water use is required. and Irrigation Applications Features shall include a meter registering either gallons or cubic feet, a single check valve, and required test cocks.The assembly shall • Integral shutoff valves for indoor or outdoor application be serviceable without special tools and approved for both • 100% stainless steel housing horizontal and vertical applications. • Tamper-resistant test cocks • Patented Dual-actionTM check modules Materials - Poppet action at low flow Valve Housing: 304 Stainless Steel - Swing action at high flow Valve Cover: 304 Stainless Steel • Lead Free* Bronze bypass components SOV Disks: EPDM/304SS • CuFt or gallons bypass meter SOV Shafts: 304 Stainless Steel • DCDA-II single check bypass Bypass Spring 302 Stainless Steel • Silicone elastomer check discs SOV Bearings: PTFE Fluoropolymer/Bronze Non-wetted Bolts: Grade 8 Zinc Plated • Prewired supervisory switches Check Disks: Silicone(NSF) • Flange adapters available Wetted Fasteners: 18-8 Stainless Steel • IPS grooved ends Bypass Components: Lead Free Bronze Check Springs: 17-7 Stainless Steel Specification Check Pins: 17-7/18-8 Stainless Steel The Deringer 30 Double Check Detector assembly shall use Check Seats: Noryl®Polymer(NSF) two independent Dual-action check modules and two integral O-rings: Buna-N (NSF) resiliently seated shutoff valves, all of which shall be contained Bypass Internals: ABS Polymer(NSF) within a single rigid valve housing constructed entirely of 304 pressure — Temperature stainless steel. Both integral shutoff valves shall include prewired supervisory tamper switches contained within a weatherproof Temperature Range: 33°F—140°F actuator housing approved for both indoor and outdoor use. Working Pressure: 10—175 psi The Dual-action check modules shall operate as a"poppet style" check under low flow conditions, operate as a"swing style" check under high flow conditions, and use replaceable silicone elastomer sealing discs.The assembly test cocks shall The information contained herein is not be handle-less and operate by a tamper resistant actuator.The intended to replace the full product assembly shall have a single full access service port and cover installation and safety information with an in-line replaceable elastomer seal.The bypass assembly available or the experience of a trained product installer. You are required to thoroughly read all installation 'The wetted surface of this product contacted by consumable water contains less instructions and product safety than 0.25%of lead by weight. information before beginning the Noryl is a registered trademark of SHPP Global Technologies B.V. installation of this product. lk A M Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- E S. ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand = Rated Flow A=UL Tested 0 = 15 fps Flow Performance _ (pm) 757 1136 1514 1893 2271 2650 3028 18 124 a 16 2" (21h 4 110 14 3 96 12 83 J 10 69 N $ 55 6 41 Cl) 4 28 2 14 m 0 (kPa) 0 100 200 300 400 500 600 700 800 Specific orientation and agency flow characteristics available on website Rate of Flow (gpm) pm) 1514 3028 4542 6056 7571 9085 16 110 a 14 6 8" 96 12 83 0 10 69 J 8 55 6 41 4 28 2 14 a� 0 (kPa) 0 400 800 1200 1600 2000 2400 Specific orientation and agency flow characteristics available on website Rate of Flow (gpm) Standards AWWA C510-07 Compliant NSF/ANSI/CAN 61 UL Certified Health Effects Dimensions - Weights UL Certified to NSF/ANSI/CAN 372 LEAD FREE End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: Hit l ANSI B16.1 Class 125 0 H ssito 4)- C �� us FM A55E � APPROVED 1048 t WATER QUAUTY Hb [MH64212] I I 1 ANSI/NSF/CAN 61 v �.( W ANSI/NSF/CAN 372 APPROVED 5NS5 Size Model 1 2(21/2)" 30 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 11.0 279 52 24 21/2 30 7.1 180 2.9 74 18.7 475 0.0 0 10.0 254 11.0 279 47 21 3 30 7.4 188 2.9 74 18.7 475 0.0 0 10.3 262 11.0 279 49 22 4 30 7.9 201 3.1 79 18.7 475 0.2 5 11.0 279 11.0 279 51 23 6 30 10.1 257 4.5 114 25 726 1.0 25 14.6 370 16.9 429 99 45 8 30 10.4 264 5.4 137 31.0 787 1.8 46 15.8 401 13.8 351 150 68 "'2"size uses a 21/2"assembly with 2'/2"groove to 2"female NPT adapter and couplings.Adapter and couplings ship unassembled. AM E S FIRE&WATERWORKS A WATTS Brand USA:Backflow T:(978)689-6066•F:(978)975-8350•AmesFireWater.com USA:Control Valves T:(713)943-0688•F:(713)944-9445•AmesFireWater.com Canada: T:(905)332-4090•F:(905)332-7068•AmesFireWater.ca Latin America: T:(52)55-4122-0138•AmesFireWater.com ES-A-Deringer 30 2324 ©2023 Watts SPECIFICATIONS FIGURE 7755 FNW PIPE STAND ADJUSTABLE PIPE STAND FEATURES • Used to support and stabilize piping and valves for various applications • V-shaped saddle to support a range of pipe sizes: 2"-6"and 8"-12" • Compatible with Ductile Iron Pipe(DIP)and Iron Pipe(IPS) • Able to withstand heavy loads,including the weight of water-filled pipe • Custom made U-bolt to secure pipe to stand • Threaded rod and adjustable nut offers up to 6"of fine adjustment • Base can be cut to required length in the field.Minimum height of 14"is required • Available in black and electro-galvanized finishes • 6"x 6"base plate with(4)pre-drilled 3/4"bolt holes for anchoring • Made in the USA PRODUCT SPECIFICATIONS • Designed to comply with NFPA 13 standards • Welded per AWS D1.1 • Static Load rating: 2"-6": 1850 Ibs per pipe stand 8"-12": 5350 Ibs per pipe stand Note:Designed for vertical installation to the floor only. Part Number i Pipe Center Line -------------- ----•-------------------------- Pipe Pipe ---------------------------------------- Saddle Static A Electro- Minimum Maximum (se diagram Black lain Size Type Width Load ;� Galvanized i Height Height n page 2) 2" 17-3/8" 33-5/8" 3-3/8"-9-3/8" 2-1/2" 17-5/8" 33-7/8" 3-5/8"-9-5/8" Iron Pipe 3 Size 18"-24" 34-1/4" 4"-10" 4" 18-1/2" 34-3/4" 4-1/2"-10-1/2" 18501bs FNW7755BKU FNW7755GKU 12-7/8" (Per Pipe 6" 19-3/4" 36" 5-3/4"-11-3/4" Stand) -------------------- 3" 18-1/4" 34-1/2" 4-1/4"-10-1/4" Ductile 4„ 18-3/4" 35" 4-3/4"-10-3/4" Iron 6" 19-7/8" 36-1/8" 5-7/8"-11-7/8" 8" 23" 39-1/4" 9"-15" 10" Iron Pipe 24-1/4" 40-1/2" 10-1/4"-16-1/4" Size 5350 Ibs 12" 25-3/8" 42" 11-3/8"-17-3/8" FNW7755BX12 ' FNW7755GX12 ' i--------------------i 23-1/16" (Per Pipe 8" 23-1/4" 39-1/2" 9-1/4"-15-1/4" Stand) 10" Ductile 24-1/2" 40-3/4" 10-1/2"-16-1/2" Iron 12" 25-5/8" 41-7/8" 11-5/8"-17-5/8" *Load based on 5x weight of pipe filled with water+250 Ibs while utilizing 10 ft max pipe stand spacing. *To achieve minimum adjustment height,base must be cut to the minimum of 14". FNW.COM We reserve the right to modify or improve the designs or specifications of our products at anytime without notice. PARTS BREAKDOWN FIGURE 7755 FNW PIPE STAND ADJUSTABLE PIPE STAND FNW7755BKU/GKU FNW7755BX12/GX12 I I 4-1/4" 6. 7 �I 6. I � A I + I I I —4-1141 03/4"ttP �64a� 03/4 ttP 1 1-1/4"SCH 40 PIPE 23-ll16" 12"IPS (1.381D( I I I 012.750" 1—10 RECOMMENDED MAX SPACING BETWEEN SUPPORTS FOR VERTICAL SUPPORT ONLY 6"I 03/8"PIPE RETAINING BOLT 8,IPS PIPING SYSTEM TO BE STABILIZED BY OTHER MEANS PS 06PS (PARTIALLY THREADED) 08.625" UNIVERSAL STAND 2'IPS 02.375" i `I SADDLE THICKNESS EASY AL R GANMENT 3IB" SADDLE THICKNESS .p" BASE PLATE SADDLES 318"-16'FLANGE NUT AND 318"-16"FULL NUT INCLUDED FOR LOCKING SADDLE BOLT 2'6' T —T 1"-12" 5" THREADS DEFORMED ON 5 THREADED ROD TO PREVENT OVEREXTENSION I II I 24414" 24-1/4' 1-114,-7"HEX NUT BASEHEIGHT BASE HEIGHT 14"MIN 14"MIN *SEE NOTES 'SEE NOTES 1-1/4"-7"HEX NUT 1-1/4"—T'THREADED ROD 14"LENGTH II I II 1-1/4'-7-THREADED ROD I MUST BE PROPERLY ANCHORED 16"LENGTH (ANCHORS BY OTHERS) *SHOWN IN MAX POSITION 1 2 Ref# Description Material 3 ----------------- ---------------------------------------------- -------------------------------------------------------------------------------- 1 3/8"Saddle Bolt AISI 1018 Low Carbon Steel 4 2 Flange Nut Steel ASME B18.2.2 Gr 2 5 3 Hex Nut Steel ASME B18.2.2 Gr 2 6 4 Saddle Plate Steel ASTM A1011 Grade 33 P&O 7 5 Saddle Gusset Steel ASTM A1011 Grade 33 P&O 6 Saddle Support All Thread Stud 1-1/4"x 16" 8 AISI 1018 Low Carbon Steel, Plain 7 Adjustment Nut Steel ASME B18.2.2 Gr 2 8 Base Support Schedule 40 pipe 1-1/4"x 24" 9 9 6"x 6"Base Plate Steel ASTM A1011 Grade 33 P&O *FNW7755GKU and FNW7755GX12 are electro-galvanized.Coatings on electro-galvanized products meet ASTM B633 SC Type III. Disclaimer:Any alterations or modifications beyond the provided recommendations may result in failure.Modify at your own risk. FNW.COM We reserve the right to modify or improve the designs or ©2024 Ferguson Enterprises,LLC 0824 6854006 specifications of our products at anytime without notice. SPARE HEAD BOX - 6 HOLE MODEL LVHB6 FEATURES: All cabinets come with holes to fit 1/2" IPS sprinklers and "knockouts" to accommodate 3/4" IPS sprinklers. Finished in red enamel. 3.325" 5„ 14„ 2.5„ PROJECT APPROVAL STAMP PROJECT: ❑ APPROVED ADDRESS: ❑ APPROVED AS NOTED ENGINEER: ❑ NOT APPROVED SUBMITTAL DATA: REMARKS: NOTES 1: NOTES 2: Revision:4/2020 iz- an ARGCO GUARANTEED All-Thread Anchoring System BOTTOM MOUNT FOR WOOD Self-tapping for use in wood with or without sheetrock ITEM# MODEL# ROD SIZE SHANK DIA. SHANK LENGTH 25-30-314 GST-10 3/8"-16 1/4" 1" 25-30-315 GST-20 3/8"-16 1/4" 2" uL 25-30-315BV GST-25-380 3/8"-16 3/8" 2-1/2" UL FM 25-30-316 GST-30 3/8"-16 1/4" 3" UL FM 25-30-314V 25-30-315V 25-30-541 GST-200 1/4"-20 1/4" 2" SIDE MOUNT FOR WOOD •Self drilling and threading into wood •No predrilling required CNN 25-30-511V 25 30-513V ITEM# MODEL# ROD SIZE SHANK DIA. SHANK LENGTH 25-30-511 SWG-10 3/8"-16 1/4" 1" �L 25-30-513 SWG-20 3/8"-16 1/4" 2" �L 25-30-514 SWG-25-380 3/8".16 3/8" 2-1/2" UL FM 25 30 544 SWG-100 1/4"-20 1/4" 1" The information contained herein is produced in good faith and is believed to be reliable but is for guidance only.ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use,or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM ARGCO - THREADED ROD FASTENERS FOR WOOD — BOTTOM MOUNT GUARANTEED SHANK SHANK ITEM# MODEL ROD SIZE DIA. LENGTH LOAD CAPACITY APPROVALS 25-30-314 SAMMY GST-10 3/8"-16 1/4" 1" 300 yi 25-30-314A ARGCO 1"BM WOOD 3/8"-16 1/4" 1" 300 25-30-315 SAMMY GST-20 3/8"-16 1/4" 2" 850 yi 0 25-30-315A ARGCO 2"BM WOOD 3/8"-16 1/4" 2" 850 pi 25-30-315SH SAMMY GST-20 SWIVEL 3/8"-16 1/4" 2" 1,050 yi 0 25-30-315SS SAMMY GST-20 STAINLESS 3/8"-16 1/4" 2" 1,500 25-30-315B SAMMY GST-25-380 3/8"-16 3/8" 2-1/2" 1,500 uo 25-30-315BV ARGCO 2-1/2"BM WOOD 3/8"-16 3/8" 2-1/2" 1,500 yi 25-30-315BA ARGCO 2-1/2"BM WOOD 3/8"-16 3/8"' 2-1/2" 1,500 25-30-316 SAMMY GST-30 3/8"-16 1/4" 3" 1,500 0 25-30-316A ARGCO 3"BM WOOD 3/8"-16 1/4" 3" 1,500 ui 25-30-316SH SAMMY GST-30 SWIVEL 3/8"-16 1/4" 3" 1,500 25-30-316V ARGCO 3"BM WOOD 3/8"-16 1/4" 3" 1,500 yi 0 25-30-318 SAMMY GST-200 1/4"-20 1/4" 2" 1,500 25-30-319 SAMMY GST-2 1/2"-13 1/4" 2" 1,500 25-30-319E ELCO EZG-650 3/8"-16 1/4" 2-1/2" 1,500 0 25-30-320 SAMMYTEK-50 3/8"-16 1 1/4" 1.7" 1,500 25-30-321 SAMMY GST-3 1/2"-13 1 1/4" 3" 1,500 THREADED ROD FASTENERS FOR WOOD — SIDE MOUNT SHANK SHANK ITEM# MODEL ROD SIZE DIA. LENGTH LOAD CAPACITY APPROVALS 25-30-511 SAMMYSWG-10 3/8"-16 1/4" 1" 1,500 ui 25-30-511A ARGCO 1"SM WOOD 3/8"-16 1/4" 1" 1,500 25-30-511V ARGCO 1"SM WOOD 3/8"-16 1/4" 1" 1,500 ui 25-30-513 SAMMY SWG-20 3/8"-16 1/4" 2" 1,500 ui 25-30-513A ARGCO 2"SM WOOD 3/8"-16 1/4" 2" 1,500 25-30-513E ELCO EZH-665 3/8"-16 1/4" 2-1/4" 1,500 ui 25-30-513V ARGCO 2"SM WOOD 3/8"-16 1/4" 2" 1,500 ui 25-30-514 SAMMYSWG-25.380 3/8"-16 3/8" 2-1/2" 1,500 uV 25-30-514A ARGCO 2-1/2"SM WOOD 3/8"-16 3/8" 2-1/2 1,500 ui 25-30-514V ARGCO 2-1/2"SM WOOD 3/8"-16 3/8" 2-1/2" 1,500 THREADED ROD FASTENERS TOOLS ITEM# DESCRIPTION 25-30-324V I NUT DRIVER-LONG(SIDE MOUNT) 25-30-324V-SH NUT DRIVER-SHORT(BOTTOM MOUNT) 800-854-1015 a rgco.com fax: 760-727-3270 A53 PIPE SPECIFICATIONS A/SA53 NPS 1/8'-26' Schedules 10 through 160,STD,XH and XXH AST?d A53 pipe lalso efe,red to as ASME SA53 p pe)is irtended to-mechanic-al and pressure appl cations and is also accelo able for ordinary uses in steam.water gas and air lines.it•s suitable for welding and for formirg operations mvolvirg co•iing.bend ng,and flanging sut iect to certain qualifications American Piping Products stocks a full range of A53 pipe(SA53 Pipe) in: Grade 6 NPS 1 J6'to 26"diameter Schedules 10 through`60,STD.XH arrd XXH Scope ASTM A53 pipe cove-s Searr ess and Welded,Black and Hot-Dipped Galvanized nominal iaveragel wall pipe for coiling,bending,flargirg and otner special purposes and is suitable for welding.Cortnuous-Welded pipe is not intended for Hang ng PuTose`or which pipe is irtended st•ou d be stated or order. Sizes NPS'6"to NPS 26"O.D. Wall thickness:Schedules 10 through 160,STD,XH and XXH. Commonly requested unscheduled walls up to 4"and certified minimum wall items Chemical Properties% C, Mn, P, S, Cu*, NI• Cr' Mo•, Va Grade max max max max max max max max max Type A 0-25 0.95 0.05 0.05 0.40 0.40 0.40 0.15 0.08 S(Seamless) B 0.30 1.20 0.05 0.05 0.40 0.40 0.40 0.15 0.08 Type E A 0.25 0.95 0.05 0.05 0.40 0.40 0.40 0.15 0.08 (Electric- resistance Welded) B 030 1.20 0.05 0.05 0.40 0.40 0.40 0.15 0.08 Type F (Furnace. welded) A 0.30 1.20 0.05 0.05 0.40 0.40 0.40 0.15 0.08 *The total composition for these five elements shall not exceed 1.00% Mechanical Properties Grade A Grade B Tensile Strength,min.,psi,(MPa) 48,000(330) 60,000(415) Yield Strength,min.,psi,(MPa) 30,000(205) 35,000(240) (Note:This is summarized information from ASME Specification A53.Please refer to the specific Standard or Specification or contact us for more details_) ri n ne Worldwide www.tyco-fire.com Contacts G-FIRE Figure 577 Grooved Rigid Coupling 1 Inch to 121nch (DN25 to DN300) IMPORTANT General ` f Refer to Technical Data Sheet s TFP2300 for warnings pertaining to Description A regulatory and health information. The GRINNELL G-FIRE Figure 577 Grooved Rigid Couplings provide a ' Scan the QR code or enter the URL rigid joint by firmly gripping along the in a web browser to access the most full circumference of the pipe grooves. up-to-date electronic version of this Figure 577 couplings are a proven document. Data rates may apply. dependable method of joining pipe and are an economical alternative to F ' welding,threading, or using flanges. 21 m .T 0 Figure 577 couplings are rated at Ares- . sures up to 350 psi(24, 1 bar)depend- ing on pipe size and wall thickness • when used in fire protection service r applications. For more information, 00 r••• see Table A. FM� vdS ' ®The GRINNELL G-FIRE Figure 577[Nil APPROVED i Grooved Rigid Coupling described herein must be installed and main- oN CERT/ docs.jci.com/tycofire/tfpl854 tained in compliance with this docu- ment, as well as with the applicable w LPCB Z standards of the Approval agency, in d W U K A S addition to the standards of any other s a PRODUCT o� oa authorities having jurisdiction. Failure CERTIFICATION 0007 to do so may result in serious personal injury or impair the performance of LPS 1219 Cert/LPCB ref.921a/02 these devices. Never remove any piping component Technical nor correct or modify any piping defi- ciencies without first de-pressurizing Data and draining the system. Failure to do so may result in serious personal injury, Approvals property damage, and/or impaired UL and ULC Listed device performance. FM Approved It is the designer's responsibility VdS Approved to select products suitable for the LPCB(Cert. Nos. 669a and 673a) intended service and to ensure that See Table A for details. pressure ratings and performance data are not exceeded. Material and Sizes gasket selection should be verified to 1 in.to 12 in. (DN25 to DN300) be compatible for the specific applica- Housing tion. Always read and understand the Ductile iron conforming to ASTM A536, installation instructions. Grade 65-45-12 The owner is responsible for main- Finish taining their mechanical system and . Orange non-lead paint devices in proper operating condition. The installing contractor or device man- • Red non-lead paint ufacturer should be contacted with any . Hot-dipped, Galvanized conforming questions. to ASTM A153 Page 1 of 4 AUGUST 2022 TFP1854 TFP1854 Page 2 of 4 B�yl I� 1A 1 Pipe Size Nominal Dimensions Coupling Bolts Max.b Max.b Max.a,d Approx. Nominal 0 D Pressures End Load End Gap7h,), B C Sizec Weight ANSI Inches psi Lbs. Inches Inches Inches Oty. Inches Lbs. Inches (mm) (bar) (kN) (mm) (kg) (mm) (mm) (mm) 1 1.315 350 475 0.06 1.63 3.92 1.65 3/8 x 2-1/4 1.2 DN25 (33,7) (24,1) (2,11) (1,5) (41) (100) (42) 2 M10 x 57 (0,55) 1-1/4 1.660 350 757 0.06 2.66 4.40 1.64 3/8 x 2-1/4 1.3 DN32 (42,4) (24,1) (3,37) (1,5) (68) (112) (42) 2 M10 x 57 (0,59) 1-1/2 1.900 350 992 0.06 2.90 4.66 1.66 2 3/8 x 2-1/4 1.5 DN40 (48,3) (24,1) (4,41) (1,5) (74) (118) (42) M10 x 57 (0,68) 2 2.375 350 1,551 0.06 3.38 5.20 1.70 3/8 x 2-1/4 1.8 DN50 (60,3) (24,1) (6,90) (1,5) (86) (132) (43) 2 M10 x 57 (0,82) 2-1/2 2.875 350 2,272 0.06 3.88 5.64 1.75 3/8 x 2-1/4 2.0 DN65 (73,0) (24,1) (10,11) (1,5) (99) (143) (44) 2 M10 x 57 (0,91) 3.000 350 2,474 0.06 4.00 5.78 1.75 — 2.0 DN65 (76,1) (24,1) (11,01) (1,5) (102) (147) (44) 2 M10 x 57 (0,91) 3 3.500 350 3,367 0.06 4.50 6.33 1.75 3/8 x 2-1/4 2.7 DN80 (88,9) (24,1) (14,98) (1,5) (114) (161) (44) 2 M10 x 57 (1,22) 4 4.500 300 4,771 0.06 5.70 7.50 1.83 3/8 x 2-1/4 3.3 DN100 (114,3) (20,7) (21,22) (1,5) (145) (191) (46) 2 M10 x 57 (1,50) 5.500 300 7,127 0.125 6.80 8.75 1.91 — 5.3 DN125 (139,7) (20,7) (31,71) (3,2) (173) (222) (49) 2 M12 x 76 (2,41) 5 5.563 300 7,290 0.125 6.86 8.82 1.91 1/2 x 3 5.3 DN125 (141,3) (20,7) (32,43) (3,2) (174) (224) (49) 2 M12 x 76 (2,41) 6.500 300 9,955 0.125 7.80 9.75 1.91 — 5.7 DN150 (165,1) (20,7) (44,28) (3,2) (198) (248) (49) 2 M12 x 76 (2,59) 6 6.625 300 10,341 0.125 8.47 9.88 1.91 1/2 x 3 5.9 DN150 (168,3) (20,7) (46,00) (3,2) (215) (251) (49) 2 M12 x 76 (2,68) 8.516 300 17,079 0.22 10.14 12.68 2.4 5/8 x 3-1/4 11.4 DN200 (216,3) (20,7) (76,0) (5,6) (257,5) (322,1) (61,0) 2 M16 x 83 (5,2) 8 8.625 300 17,528 0.125 10.25 12.78 2.40 5/8 x 3-1/4 11.7 DN200 (219,1) (20,7) (77,97) (3,2) (260) (325) (61) 2 M16 x 83 (5,32) 10.528 300 26,102 0.22 12.52 15.81 2.4 3/4 x 4-3/4 20.4 DN250 (267,4) (20,7) (116,10) (5,6) 318,1) (401,6) (61,0) 2 M20 x 121 (9,3) 10e 10.750 300 27,229 0.25 12.50 16.50 2.56 3/4 x 4-3/4 19.5 DN250 (273,0) (20,7) (121,0) (6,4) (318) (419) (65) 2 M20 x 121 (8,86) 12.539 300 37,033 0.22 14.60 18.06 2.4 3/4 x 4-3/4 24.6 DN300 (318,5) (20,7) (164,70) (5,6) (370,7) (458,7) (61,0) 2 M20 x 121 (11,2) 12e 12.750 300 38,303 0.25 14.50 18.50 2.56 3/4 x 4-3/4 22.0 DN300 (323,9) (20,7) (170,0) (6,4) (368) (470) (65) 2 M20 x 121 (10,00) a. Maximum available gap between pipe ends.Minimum gap=0. b. Maximum Pressure and End Load are total from all loads based on standard weight steel pipe.Pressure ratings and end loads may differ for other pipe materials and/or wall thickness.Contact your TYCO Representative. c. Gold color coded metric bolts and nuts are available upon request. d. Max End Gap is for cut grooved standard weight pipe. e. For 10 in.and 12 in.sizes where VdS Approval is required,refer to Figure 772,Technical Data Sheet G140. FIGURE 1 G-FIRE FIGURE 577 GROOVED RIGID COUPLING, 1 TO 12 INCH(DN25 TO DN300) NOMINAL DIMENSIONS TFP1854 Page 3 of 4 Pressure Rating Pipe Sizes Pipe psi Nominal ANSI Inches Schedulec (bar) (O.D.mm) UL ULC FM 10 300 300 350 1 (33,7) (20,7) (20,7) (24,1) 40 350 350 350 (24,1) (24,1) (24,1) 10 350 350 350 1-1/4(42,4);1-1/2(48,3); (24,1) (24,1) (24,1) 2(60,3);2-1/2(73,0) 40 350 350 350 (24,1) (24,1) (24,1) 10 300 300 350 3(88,9);4(114,3) (20,7) (20,7) (24,1) 40 300 300 350 (20,7) (20,7) (24,1) 10 300 300 300 5(141,3);6(168,3); (20,7) (20,7) (20,7) 8(219,1)a;10(273,0)a;12(323,9)b 40 300 300 300 (20,7) (20,7) (20,7) Pressure Rating Pipe O.D. Pipe psi (bar) mm Specifications UL FM ISO 4200 Type F 300 350 (20,7) (24,1) ISO 4200 Type D and E 300 300 76,1 (20,7) (20,7) EN 10255 Heavy 300 300 (20,7) (20,7) EN 10255 Medium 300 300 (20,7) (20,7) ISO 4200 Type D, E,and F 300 300 (20,7) (20,7) 139,7 EN 10255 Heavy 300 300 (20,7) (20,7) EN 10255 Medium 300 300 (20,7) (20,7) EN 10255 Heavy 300 300 165,1 (20,7) (20,7) EN 10255 Medium 300 300 (20,7) (20,7) 216,3;267,4;318,5 JIS G3452 300 300 (20,7) (20,7) Pressure Rating Pipe Sizes psi Nominal ANSI Inches Pipe (bar) (O A Specificationd LPCB VdS 1 (33,7); 1-1/4(42,4);1-1/2(48,3);2(60,3); ISO 65 Medium 290 - - (76,1);3(88,9);4(114,3); - (165,1) (20) 6(168,3);8(219,1);10(273,0);12(323,9) ISO 4200 Wall Thickness 5A mm 290 - (20) 1 (33,7);1-1/4(42,4); 1-1/2(48,3);2(60,3); - (76,1); DIN 2448 or 2458 _ 232 3(88,9);4(114,3); -(139,7);6(168,3);8(219,1) (16) a. For 8 in.and 10 in.sizes,minimum allowed pipe wall thickness is 0.188 in. b. For 12 in.,Schedule 30 is minimum allowed pipe wall thickness by UL and ULC.0.250 inch wall thickness is the minimum allowed by FM C. See Agency website for Listing/Approvals of other pipe specifications: UL website-see Online Certificate Directory,www.ul.com FM Global website-www.approvalguide.com d. See Agency website for Listing/Approvals of other pipe specifications: LPCB website-see Search Our Listings-Automatic Sprinklers,Water Spray and Deluge Systems,www.redbooklive.com VdS website-see certifications,www.vds.de TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1854 Page 4of4 Bolts/NutsNSI:A • ANSI: Care and Limited Carbon Steel oval neck track head Maintenance Warranty bolts are heat-treated and conform to the physical properties of ASTM The GRINNELL G-FIRE Figure 577 For warranty terms and conditions,visit A183 Grade 2 and SAE J429 Grade Grooved Rigid Coupling must be main- www.tyco-fire.com. 5 with a minimum tensile strength of tained in accordance with this section. 110,000 psi. Before closing a fire protection system ordering Carbon Steel heavy hex nuts con- form to the physical properties of main control valve for maintenance procedure ASTM A183 Grade 2 and SAE J995 work on the fire protection system that it controls, obtain permission to Grade 5. Bolts and nuts are zinc- shut down the affected fire protection GRINNELL Products are available glob- electroplated conforming to ASTM system from the proper authorities ally through a network of distribution B633. and notify all personnel who may be centers.For the nearest distributor,visit Stainless Steel bolts and nuts are affected by this decision. www.tyco-fire.com. When placing an available upon request. After placing a fire protection system order, indicate the full product name. • Metric: in service, notify the proper authorities Specify: G-FIRE Figure 577 Grooved Carbon Steel oval neck track head and advise those responsible for moni- Rigid Coupling, quantity, pipe size bolts (Gold color coded) are heat- toring proprietary and/or central station (Nominal ANSI or O.D.),finish(Orange, treated and conform to the physical alarms. Red,or Galvanized),and type of gasket: properties of ASTM F568M with a The owner is responsible for the inspec- • Pre-lubricated Grade"A" EPDM minimum tensile strength of 760 tion, testing, and maintenance of their • Tri-Seal Grade"E" EPDM MPa. fire protection system and devices in Carbon Steel heavy hex nuts con- compliance with this document,as well form to the physical properties of as with the applicable standards of the ASTM A563M Class 9. Bolts and NATIONAL FIRE PROTECTION ASSO- nuts are zinc-electroplated conform- CIATION,such as NFPA 25, in addition ing to ASTM B633. to the standards of any authority having jurisdiction.Contact the installing con- Gaskets tractor or product manufacturer with • Pre-lubricated Grade"A" EPDM, any questions. Any impairments must Violet color code, be immediately corrected. -30°F to 150°F(-34°C to 66nC) Automatic sprinkler systems are rec- For dry and freezer systems,lubrica- ommended to be inspected, tested, tion is required. Refer to Installation and maintained by a qualified Inspec- Manual IH-1000FP for details. tion Service in accordance with local • Tri-Seal Grade"E" EPDM, requirements and/or national codes. Green color code, -30°F to 230°F(-34°C to 110°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. 1467 Elmwood Avenue,Cranston,RI 02910I Telephone+1-401-781-8220 m 2022 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Jol L1nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association: Controls TEFLON Is a trademark of The Ch.n-Company FC,LLC ri n ne Worldwide www.tyco-fire.com Contacts G-FIRE Figure 705 Grooved Flexible Coupling 1 Inch to 121nch (DN25 to DN300) IMPORTANT General Refer to Technical Data Sheet TFP2300 for warnings pertaining to Description regulatory and health information. The GRINNELL G-FIRE Figure 705 Grooved Flexible Couplings, when Scan the QR code or enter the URL properly installed, provide a depend- in a web browser to access the most able method of joining pipe, allow- up-to-date electronic version of this ing for angular and linear deflection, document. Data rates may apply. thermal expansion and contraction, and misalignments of the pipe. ■i� Figure 705 couplings are rated at pres- sures up to 300 psi (20,7 bar)depend- ing on pipe size and wall thickness �■ ��� when used in fire protection service ` r ,��, �■ applications. (See Table A.) The GRINNELL G-FIRE Figure 705 * Vd�7 Grooved Flexible Coupling described APPROVED ■ herein must be installed and main- tained in compliance with this docu- ment and with the applicable standards ON CERT/F docs.jci.com/tycofire/tfp1820 of the NATIONAL FIRE PROTECTION 9; ASSOCIATION (NFPA), in addition to a LPCB z the standards of any authorities having W U K A S jurisdiction. Failure to do so may impair o, oao CERTOFIDUCT CATION the performance of these devices. 0007 Never remove any piping component LPS 1219 Cert/LPCB ref.921a/01 nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do Technical so may result in serious personal injury, property damage, and/or impaired Data device performance. provals It is the designer's responsibility ULL and ULC Listed to select products suitable for the FM Approved intended service and to ensure that VdS Approved pressure ratings and performance LPCB(Cert. Nos.669a and 673a) data are not exceeded. Material and See Table A for details. gasket selection should be verified to Sizes be compatible for the specific applica- 1 in.to 12 in.(DN25 to DN300) tion. Always read and understand the installation instructions. Housing The owner is responsible for main- Ductile Iron conforming to ASTM A536, taining their fire protection system Grade 65-45-12 and devices in proper operating con- Finish dition. Contact the installing contrac- • Orange, non-lead paint for or sprinkler manufacturer with any . Red, non-lead paint questions. • Hot-dipped, Galvanized conforming to ASTM A153 Page 1 of 4 AUGUST 2022 TFP1820 TFP1820 Page 2 of 4 B - C� - f A l Nominal Pipe Size a,d Deflection Nominal Dimensions Coupling Bolts Max.b Max." Max. Approx. ANSI O.D. Pressures End Load Gad Degrees Inches/ A B C Size` Weight Inches Inches psi Lbs. Inches per Foot Inches Inches Inches Oty. Inches Lbs. (DN) (mm) (bar) (kN) (mm) Coupling (mm/m) (mm) (mm) (mm) (metric) (kg) 1 1.315 300 407 0.13 1.16 2.24 3.94 1.81 3/8 x 2-1/4 1.3 (25) (33,7) (20,7) (1,81) (3,3) 5°30' (96,7) (56,9) (100,1) (46,0) 2 (M10 x 57) (0,6) 1-1/4 1.660 300 649 0.13 0.90 2.56 4.19 1.81 3/8 x 2-1/4 1.5 (32) (42,4) (20,7) (2,88) (3,3) 4°19 (75,0) (65,0) (106,4) (46,0) 2 (M10 x 57) (0,7) 1-1/2 1.900 300 850 0.13 0.79 2.75 4.44 1.81 3/8 x 2-1/4 1.6 (40) (48,3) (20,7) (3,78) (3,3) 3°46 (65,8) (69,9) (112,8) (46,0) 2 (M10 x 57) (0,7) 2 2.375 300 1,328 0.13 0.63 3.25 4.88 1.88 3/8 x 2-1/4 1.7 (50) (60,3) (20,7) (5,90) (3,3) 3°1 (52,5) (82,6) (124,0) (47,8) 2 (M10 x 57) (0,8) 2-1/2 2.875 300 1,947 0.13 0.52 3.69 5.50 1.88 3/8 x 2-1/4 2.0 (65) (73,0) (20,7) (8,66) (3,3) 2°29 (43,3) (93,7) (139,7) (47,8) 2 (M10 x 57) (0,9) 76,1mm 3.000 300 2,120 0.13 0.50 4.00 5.75 1.88 (M12 x 76) 3-1 (65) (76,1) (20,7) (9,43) (3,3) 2°23 (41,7) (101,6) (146,10) (47,8) 2 (1,4) 3 3.500 300 2,885 0.13 0.43 4.38 6.50 1.88 1/2 x 3 3.1 (80) (88,9) (20,7) (12,83) (3,3) 2°3 (35,8) (111,3) (165,1) (47,8) 2 (1VI12 x 76) (1,4) 108,0mm 4.250 300 4,256 0.25 0.70 5.50 7.50 2.06 (M12 x 76) 4.2 (100) (108,0) (20,7) (18,93) (6,4) 3°22 (58,3) (139,7) (190,5) (52,3) 2 (1,9) 4 4.500 300 4,769 0.25 0.67 5.69 7.75 2.06 1/2 x 3 4.0 (100) (114,3) (20,7) (21,21) (6,4) 3°11 (55,8) (144,5) (196,9) (52,3) 2 (M12 x 76) (1,8) 133,Omm 5.250 300 6,494 0.25 2°44' 0.56 6.56 9.50 2.06 2 (M16 x 83) 7-2 (125) (133,0) (20,7) (28,88) (6,4) (46,7) (166,6) (241,3) (52,3) (3,3) 139,7mm 5.500 300 7,127 0.25 0.55 6.81 9.75 2.06 (M16 x 83) 7-2 (125) (139,7) (20,7) (31,70) (6,4) 2°36' (45,5) (173,0) (247,7) (52,3) 2 (3,3) 5 5.563 300 7,288 0.25 0.54 6.88 9.75 2.06 5/8 x 3-1/4 7.1 (125) (141,3) (20,7) (32,41) (6,4) 2°35' (45,0) (174,8) (247,7) (52,3) 2 (M16 x 83) (3,2) 159,Omm 6.250 300 9,204 0.25 0.48 7.56 10.31 2.06 (M16 x 83) 7.4 (150) (159,0) (20,7) (40,93) (6,4) 2°17 (40,0) (192,0) (261,9) (52,3) 2 (3,4) 165,1 mm 6.500 300 9,950 0.25 2°12' 0.46 7.75 10.69 2.06 2 (M16 x 83) 7-1 (150) (165,1) (20,7) (44,25) (6,4) (38,3) (196,9) (271,5) (52,3) (312) 6 6.625 300 10,336 0.25 0.45 7.94 10.69 2.06 5/8 x 3-1/4 7.1 (150) (168,3) (20,7) (45,97) (6,4) 2°10' (37,5) (201,7) (271,5) (52,3) 2 (M16 x 83) (3,2) 8 8.625 300 17,519 0.25 0.35 10.19 13.56 2.50 3/4 x 4-3/4 14.5 (200) (219,1) (20,7) (77,92) (6,4) 1°40' (29,2) (258,8) (344,4) (63,5) 2 (M20 x 121) (6,6) 267,4mm 10.528 300 26,102 0.25 1°22' 0.29 12.36 16.18 2.7 2 1 x 6-1/2 27.1 (250) (267,4) (20,7) (116,1) (6,4) (7,4) (313,9) (410,9) (68,6) (12,3) 10e 10.750 250 22,679 0.25 0.28 12.69 16.38 2.63 1 x 6-1/2 28.0 (250) (273,0) (17,2) (100,8) (6,4) 1°20 (23,3) (322,3) (416,1) (66,8) 2 (M24 x 165) (12,7) 318,5mm 12.539 300 37,033 0.25 1°8, 0.24 14.64 18.64 2.6 2 1 x 6-1/2 34.9 (300) (318,5) (20,7) (164,7) (6,4) (6,1) (371,9) (473,4) (66,0) (15,8) 12e 12.750 250 31,903 0.25 0.23 14.94 18.88 2.63 1 x 6-1/2 36.5 (300) (323,9) (17,2) (141,9) (6,4) 1°7 (19,2) (379,5) (479,6) (66,8) 2 (M24 x 165) (16,6) a. Maximum available gap between pipe ends.Minimum gap=0. b. Maximum pressure and end load are total from all loads based on standard weight steel pipe.Pressure ratings and end loads may differ for other pipe materials and/or wall thickness.Contact your TYCO Representative for details. c. Gold color coded metric bolts and nuts are available upon request. d. Max End Gap and Deflection is for cut grooved standard weight pipe.Values for roll grooved pipe will be 12 that of cut grooved. e. For 10 in.and 12 in.sizes where VdS Approval or-PCB Certification is required,refer to Figure 707,Technical Data Sheet TFP1840. FIGURE 1 G-FIRE FIGURE 705 GROOVED FLEXIBLE COUPLING, 1 INCH TO 12 INCH(DN25 TO DN300) NOMINAL DIMENSIONS TFP1820 Page 3of4 Pressure Rating Pipe Sizes Pipe psi Nominal ANSI Inches Schedule' (bar) (O.D.mm) UL ULC FM 300 300 300 1 (33,7); 1-1/4(42,4); 1-1/2(48,3); 10 (20,7) (20,7) (20,7) 2(60,3);2-1/2(73,0);3(88,9);4(114,3); 5(141,3);6(168,3);8(219,1)1 40 300 300 300 (20,7) (20,7) (20,7) 10 250 250 300 10(273,0)a (17,2) (17,2) (20,7) 40 250 250 300 (17,2) (17,2) (20,7) 10 250 250 250 12(323,9)b (17,2) (17,2) (17,2) 40 250 250 250 (17,2) (17,2) (17,2) Pressure Rating Pipe O.D. Pipe psi (bar) mm Specification° UL FM ISO 4200 Type D and E 300 - (20,7) 76,1 EN 10255 Heavy 300 (20,7) EN 10255 Medium _ 300 (20,7) ISO 4200 Type E 300 - (20,7) 108,0; 133,0; 139,7;159,0 EN 10255 Heavy 300 (20,7) EN 10255 Medium _ 300 (20,7) 2.5 mm Wall Thickness 300 - (20,7) 165,1 EN 10255 Heavy 300 EN 10255 Medium 300 (20,7) 267,4;318,5 JIS G3452 300 (20,7) Pressure Rating Pipe Sizes Pipe psi Nominal ANSI Inches Specificationd (bar) (O.D.mm) LPCB VdS 1-1/4(42,4); 1-1/2(48,3);2(60,3); ISO 65 Medium 290 - (76,1);3(88,9);4(114,3); - (165,1) (20) 6(168,3);8(219,1) ISO 4200 Wall Thickness 5A mm 290 - (20) 1-1/4(42,4);1-1/2(48,3);2(60,3); - (76,1); DIN 2448 or 2548 _ 232 3(88,9);4(114,3); - (139,7);6(168,3);8(219,1) (16) a. For 8 in.and 10 in.sizes,minimum allowed pipe wall thickness is 0.188 in. b. For 12 in.,Schedule 30 is minimum allowed pipe wall thickness by UL and ULC.0.250 in.wall thickness is the minimum allowed by FM c. See Agency website for Listing/Approvals of other pipe specifications: UL Website-see Online Certificate Directory,www.ul.com FM Global Website-www.approvalguide.com d. See Agency website for Listing/Approvals of other pipe specifications: -PCB Website-see Search Our Listings-Automatic Sprinklers,Water Spray and Deluge Systems,www.redbooklive.com VdS Website-see certifications,www.vds.de TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1820 Page 4of4 Bolts/NutsNSI:A • ANSI: Care and Limited Carbon Steel oval neck track head Maintenance Warranty bolts are heat-treated and conform to the physical properties of ASTM The GRINNELL G-FIRE Figure 705 For warranty terms and conditions,visit A183 Grade 2 and SAE J429 Grade Grooved Flexible Coupling must be www.tyco-fire.com. 5 with a minimum tensile strength of maintained in accordance with this 110,000 psi. section. ordering Carbon Steel heavy hex nuts con- Before closing a fire protection system form to the physical properties of main control valve for maintenance Procedure ASTM A183 Grade 2 and SAE J995 work on the fire protection system Grade 5. Bolts and nuts are zinc- that it controls, obtain permission to GRINNELL Products are available glob- electroplated conforming to ASTM shut down the affected fire protection ally through a network of distribution B633. system from the proper authorities centers.For the nearest distributor,visit Stainless Steel Bolts and Nuts are and notify all personnel who may be www.tyco-fire.com. When placing an available upon request. affected by this decision. order, indicate the full product name. • Metric: After placing a fire protection system Specify: G-FIRE Figure 705 Grooved Carbon Steel oval neck track head in service, notify the proper authorities Flexible Coupling, quantity, pipe size bolts (Gold color coded) are heat- and advise those responsible for moni- (Nominal ANSI or O.D.),finish(Orange, treated and conform to the physical toring proprietary and/or central station Red,or Galvanized),and type of gasket: properties of ASTM F568M with a alarms. • Pre-lubricated Grade"A" EPDM minimum tensile strength of 760 The owner is responsible for the • Tri-Seal Grade"E" EPDM MPa. inspection,testing,and maintenance of Carbon Steel heavy hex nuts con- their fire protection system and devices form to the physical properties of in compliance with this document, as ASTM A563 M Class 9. Bolts and well as with the applicable standards nuts are zinc-electroplated conform- of the NATIONAL FIRE PROTECTION ing to ASTM B633. ASSOCIATION (for example, NFPA 25), in addition to the standards of any Gaskets authority having jurisdiction. Contact • Pre-lubricated Grade"A" EPDM, the installing contractor or product Violet color code, manufacturer with any questions. Any -30°F to 150°F(-34°C to 66nC) impairments must be immediately For dry and freezer systems,lubrica- corrected. tion is required. Refer to Installation Automatic sprinkler systems are rec- Manual IH-1000FP for details. ommended to be inspected, tested, • Tri-Seal Grade"E" EPDM, and maintained by a qualified Inspec- Green color code, tion Service in accordance with local -30°F to 230°F(-34°C to 110°C) requirements and/or national codes. For proper gasket selection, refer to Technical Data Sheet TFP1895. 1467 Elmwood Avenue,Cranston,RI 02910I Telephone+1-401-781-8220 m 2022 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Jol LInson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are register,d tratlemarks of National Fire Protection Association Controls ri n ne Worldwide www.tyco-fire.com Contacts G-FIRE Figure 716 Flexible Reducing Coupling IMPORTANT Never remove any piping component to Technical Data Sheet nor correct or modify any piping defi- Refer Ref er 0 for warnings pertaining to ciencies without first de-pressurizing regulatory and health information. and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired Scan the QR code or enter the URL device performance. in a web browser to access the most It is the designer's responsibility up-to-date electronic version of this to select products suitable for the document. Data rates may apply. intended service and to ensure that ■ pressure ratings and performance L .■`� data are not exceeded. Material and ■ gasket selection should be verified to be compatible for the specific applica- tion. Always read and understand the installation instructions. L ■ The owner is responsible for main- taining their fire protection system nn and devices in proper operating con- FIVI Vd5■ dition. Contact the installing contrac- tor or product manufacturer with any APPROVED J questions. N docs.jci.com/tycofire/tfpl830 Technical ° CERT/F'9 Data 1� General s LPCB o UKAS PR DUCT Approvals O3 Oa CERT RCA ION Description ULand ULC Listed 0007 FM Approved LPS 1219 Cert/LPCB ref.669a/05 The Figure 716 Flexible Reducing Cou- VdS Approved lin all direct transitionbet LPCB(Cert. Nos. 669a and 673a) For fire protection pressure rating, p gows a rec between listing and approval information,contact two different pipe sizes, and replaces Note: The listed approvals apply to all your Grinnell representative. two couplings and a reducing fitting. It of the reducing couplings except the is capable of pressures up to 350 psig 5 in.x 4 in. (DN125 x DN100)size. (24,1 bar) depending on pipe size and wall thickness. Refer to Table A for details. Sizes 10 ca 2 in.x 1-1/2 in. (DN50 x DN40)to YEAR 8 in.x 6 in. (DN200 x DN150) LIMITED The GRINNELL G-FIRE Figure 716 WARRANTY Flexible Reducing Coupling described Housing For warranty terms herein must be installed and main- Ductile iron conforming to ASTM A536, and conditions,visit tained in compliance with this docu- Grade 65-45-12 www.grinnell.com ment, as well as with the applicable standards of the Approval agency, in Finish addition to the standards of any other • Orange non-lead paint authorities having jurisdiction. Failure • Red non-lead paint to do so may result in serious personal Hot-dipped, Galvanized conforming injury or impair the performance of to ASTM A153 these devices. Page 1 of 4 AUGUST 2022 TFP1830 TFP1830 Page 2 of 4 B C� 1 A 1 Nominal Pipe Size Max.b Max.b Max.a,c Deflectionc Nominal Dimensions Coupling Bolts Approx. Pressure End Load End Gap Lbs. Inches Degrees Inches/ A B C Sized Weight Lbs. ANSI O.D. psi Ins Inches Inches (bar) bs. (mm) per Foot Inches Inches Inches Oty. Inches (kg) (DN) (mm) Coupling (mm/m) (mm) (mm) (mm) (mm) 2 x 1-1/2 2.375 x 1.900 350 992 0.13 0.39 3.50 5.06 1.88 3/8 x 2-1/4 2.0 (50 x 40) (60,3 x 48,3) (24,1) (4,412) (3,3) 1°53 (32,5) (88,9) (128,5) (47,8) 2 (M10 x 57) (0,9) 2-1/2 x 2 2.875 x 2.375 350 1,550 0.13 0.32 4.00 5.50 1.88 3/8 x 2-1/4 2.5 (65 x 50) (73,0 x 60,3) (24,1) (6,894) (3,3) 1°33 (26,7) (101,6) (139,7) (47,8) 2 (M120 x 57) (1,1) 76.1 x 2 3.000 x 2.375 350 1,550 0.13 1*34' 0.32 4.19 5.88 1.88 2 (M12 x 76) 3.1 (65 x 50) (76,1 x 60,3) (24,1) (6,894) (3,3) (26,7) (106,4) (149,4) (47,8) (1,4) 3 x 2 3.500 x 2.375 350 1,550 0.13 1'17' 0.27 4.69 6.50 1.88 2 1/2 x 3 4.1 (80 x 50) (88,9 x 60,3) (24,1) (6,894) (3,3) (22,5) (119,1) (165,1) (47,8) (M12 x 76) (1,9) 3 x 2-1/2 3.500 x 2.875 350 2,272 0.13 0.27 4.69 6.50 1.88 1/2 x 3 4.3 (80 x 65) (88,9 x 73,0) (24,1) (10,106) (3,3) 1°17 (22,5) (119,1) (165,1) (47,8) 2 (M12 x 76) (2,0) 3 x 76.1 3.500 x 3.000 350 2,474 0.13 1°17' 0.27 4.69 6.50 1.88 2 (M12 x 76) 4-2 (80 x 65) (88,9 x 76,1) (24,1) (11,004) (3,3) (22,5) (119,1) (165,1) (47,8) (1,9) 4 x 2 4.500 x 2.375 350 1,550 0.19 2o38' 0.55 6.00 8.13 2.00 2 5/8 x 3-1/4 5.5 (100 x 50) (114,3 x 60,3) (24,1) (6,894) (4,8) (45,8) (152,4) (206,5) (50,8) (M16 x 83) (2,5) 4 x 2-1/2 4.500 x 2.875 350 2,271 0.19 0.55 6.00 8.13 2.00 5/8 x 3-1/4 6.4 (100 x 65) (114,3 x 73,0) (24,1) (10,101) (4,8) 2°38 (45,8) (152,4) (206,5) (50,8) 2 (M16 x 83) (2,9) 4 x 76.1 4.500 x 3.000 350 2,474 0.19 2.38' 0.55 6.00 8.13 2.00 2 (M16 x 83) 6.3 (100 x 65) (114,3 x 76,1) (24,1) (11,004) (4,8) (45,8) (152,4) (206,5) (50,8) (2,9) 4 x 3 4.500 x 3.500 350 3,367 0.19 0.55 6.00 8.13 2.00 5/8 x 3-1/4 6.2 (100 x 80) (114,3 x 88,9) (24,1) (14,977) (4,8) 2°38 (45,8) (152,4) (206,5) (50,8) 2 (M16 x 83) (2,8) 139.7 x 4 5.500 x 4.500 350 5,564 0.25 2'38' 0.55 7.06 9.50 2.06 2 (M20 x 121) 9.6 (125 x 100) (139,7 x 114,3) (24,1) (24,749) (6,4) (45,8) (179,3) (241,3) (52,3) (4,3) 5 x 4 5.563 x 4.500 350 5,566 0.25 2.5' 0.44 7.13 9.56 2.06 2 3/4 x 4-3/4 9.8 (125 x 100) (141,3 x 114,3) (24,1) (24,759) (6,4) (36,7) (181,1) (242,8) (52,3) (M20 x 121) (4,4) 165.1 x 4 6.500 x 4.500 300 4,771 0.25 1°50' 0.38 8.18 10.81 2.06 2 (M20 x 121) 12.5 (150 x 100) (165,1 x 114,3) (20,6) (21,222) (6,4) (31,7) (207,8) (274,6) (52,3) (5,7) 6 x 4 6.625 x 4.500 300 4,771 0.25 0.36 8.38 10.88 2.06 3/4 x 4-3/4 12.5 (150 x 100) (168,3 x 114,3) (20,6) (21,222) (6,4) 1°44 (30,0) (212,9) (276,4) (52,3) 2 (M20 x 121) (5,7) 6 x 5 6.625 x 5.563 300 7,292 0.25 1°44' 0.36 8.38 10.88 2.06 2 3/4 x 4-3/4 11.5 (150 x 125) (168,3 x 141,3) (20,6) (32,436) (6,4) (30,0) (212,9) (276,4) (52,3) (M20 x 121) (5,2) 8 x 6 8.625 x 6.625 300 10,341 0.25 0.26 10.69 13.75 2.25 7/8 x 6-1/2 20.7 (200 x 150) (219,1 x 168,3) (20,6) (45,999) (6,4) 1 1°15 (21,7) 1 (271,5) (349,3) 1 (57,2) 1 2 (M22 x 165) (9,4) a. Maximum available gap between pipe ends.Minimum gap=0. b. Maximum pressure and end load are total from all loads based on standard weight steel pipe.Pressure ratings and end loads may differ on other pipe materials and/or wall thickness.Contact your Tyco representative for details. c. Max.End Gap and Deflection is for cut grooved standard weight pipe. d. Gold color coded metric bolt sizes are available upon request. FIGURE 1 FIGURE 716 FLEXIBLE REDUCING COUPLING NOMINAL DIMENSIONS TFP1830 Page 3of4 Pressure Rating Pipe Sizes psi Nominal ANSI Inches Pipe (bar) Scheduleb (O.D.mm) UL ULC FM 2 x 1-112(60,3 x 48,3);2-1/2 x 2(73,0 x 60,3); 300 300 300 3 x 2(88,9 x 60,3);3 x 2-1/2(88,9 x 73,0); 10 (20,7) (20,7) (20,7) 4 x 2(114,3 x 60,3);4 x 2-1/2(114,3 x 73,0); 4 x 3(114,3 x 88,9);5 x 4(141,3 x 114,3);6 x 4(168,3 0 x 114,3);6 x 5(168,3 x 141,3); 40 350 350 350 350 35 35 82 x 6(219,1 x 168,3) (24,1) ( ) ( ) Pressure Rating Pipe O.D. Pipe psi mmd Specificationla (bar) UL FM ISO 4200 Type D and E 300 300 (20,7) (20,7) 76,1 x 2 3 x 76,1 300 4 x 76,1 EN 10255 Heavy - (20,7) 139,7 x 4 165,1 x 4 EN 10255 Medium _ 300 (20,7) Pressure Rating Pipe Sizes psi Nominal ANSI Inches Pipe(O.D.mm) Specification° (bar) LPCB VdS 76,1 x 2(60,3);3(88,9)x 76,1; ISO 65 Medium 290 _ 4(114,3)x 76,1; 165,1 x 4(114,3) (20) 2 x 1-1/2(60,3 x 48,3); 76,1 x 2(60,3); 3 x 2(88,9 x 60,3); 4 x 2(114,3 x 60,3); 232 4 x 76,1 (114,3 x 76,1); DIN 2448 or 2548 - (16) 4 x 3(114,3 x 88,9); 139,7 x 4(114,3); 6 x 4(168,3 x 114,3); 8 x 6(219,1 x 168,3) a. For 8 in.size,minimum allowed pipe wall thickness is 0.188 inches. b. See Agency website for Listing/Approvals of other pipe specifications: UL website-see Online Certificate Directory,www.ul.com FM Global website-www.approvaiguide.com c. See Agency website for Listing/Approvals of other pipe specifications: LPCB website-see Search Our Listings-Automatic Sprinklers,Water Spray and Deluge Systems,www.redbooklive.com VdS website-see certifications,www.vds.de d. Values are a mixture of true O.D.in mm and nominal ANSI inches. TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1830 Page 4of4 Bolts/Nuts • ANSI:NSI: Care and Limited Carbon Steel oval neck track head Maintenance Warranty bolts are heat-treated and conform to the physical properties of ASTM The GRINNELL G-FIRE Figure 716 Flex- For warranty terms and conditions,visit A183 Grade 2 and SAE J429 Grade ible Reducing Coupling must be main- www.tyco-fire.com. 5 with a minimum tensile strength of tained in accordance with this section. 110,000 psi. Before closing a fire protection system ordering Carbon Steel heavy hex nuts con- form to the physical properties of main control valve for maintenance procedure ASTM A183 Grade 2 and SAE J995 work on the fire protection system Grade 5. Bolts and nuts are zinc- that it controls, obtain permission to electro lated conforming to ASTM shut down the affected fire protection GRINNELL Products are available glob- electroplated g system from the proper authorities ally through a network of distribution B633. and notify all personnel who may be centers.For the nearest distributor,visit Stainless Steel bolts and nuts are affected by this decision. www.tyco-fire.com. When placing an available upon request. order, indicate the full product name. After placing a fire protection system • Metric: in service, notify the proper authorities Specify: G-FIRE Figure 716 Flexible Carbon Steel oval neck track head and advise those responsible for moni- Reducing Coupling, quantity, pipe size bolts (Gold color coded) are heat- toring proprietary and/or central station (Nominal ANSI or O.D.),finish(Orange, treated and conform to the physical alarms. Red, or Galvanized), and Grade "E" properties of ASTM F568M with a EPDM gasket minimum tensile strength of 760 The owner is responsible for the MPa. inspection,testing,and maintenance of their fire protection system and devices Carbon Steel heavy hex nuts con- in compliance with this document, as form to the physical properties of well as with the applicable standards ASTM A563M Class 9. Bolts and of the NATIONAL FIRE PROTECTION nuts are zinc-electroplated conform- ASSOCIATION(e.g., NFPA 25), in addi- ing to ASTM B633. tion to the standards of any authority Gaskets having jurisdiction.Contact the install- Grade"E" EPDM, ing contractor or product manufacturer Green color code, with any questions. Any impairments -30°F to 230°F(-34°C to 110°C) must be immediately corrected. For proper gasket selection, refer to Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 1467 Elmwood Avenue,Cranston,RI 029101 Telephone+1-401-781-8220 m 2022 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision date and are subject to change without notice. Jol LInson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are register,d trademarks of National Fire Protection Association; Controls COGrinnell G - FIRE One- Bolt Coupling Figure 579 J 'A •a The G-FIRE One-Bolt Figure 579 is a grooved rigid coupling Features & Benefits designed to make joining pipe faster and easier than ever before. • One-bolt design no alternate tightening required At-A-Glance • Pre-assembled Arriving pre-assembled and pre-lubricated, • _asy push-on the G-FIRE Figure 579 Coupling is ready to installation install right out of the box. This innovative coupling has a unique design consisting of • Center-stop gasket ensures a three-piece housing, a center-stop gasket, proper positioning pipe and just one bolt to tighten. The center- stop gasket ensures proper positioning • Low-profile . - allows on the pipe and enables easy push on installationof • • installation in both horizontal and vertical in tighter spaces applications across wet, dry and freezer systems. The coupling's unique, one-bolt • • •-: -- pipe • design eliminates alternate tightening for A full range of metric and imperial sizes ensures a truly ' • joint a faster, more efficient installation. are available. Johnson The power behind your mission Controls n Grinnell G-FIRE One-Bolt Coupling Figure 579 / Technical Data Up to 365 psi (25,2 bar) • •• • UL and ULC Listed, FM Approved, / VdS Approved, LPCB Approved Available in painted (red or orange) or galvanized E Center-Stop, Push-On ' Pre-Lubricated, Grade "A" EPDM :. Carbon Steel with Zinc electroplating f • . Nominal Dimensions Co pling Bolts ANSI 0.D. Load Gap (open) (Closed) (Radius) (Radius) (Radius) E Qt,. Size Inches Inches Lbs. inches Inches Inches Inches Inches Inches inches Inches(mm) N 1 1/4 1.660 1 365 790 0.32 3.05 2.81 2.53 2.88 2.06 2.05 3/8 x 2 1/2 1.7 32 (42,4) (25,2) (3,51) (8,1) (77,5) (71,4) (64,3) (73,2) (52,3) (51,9) 1 (M10 x 64) (0,8) 1 1/2 1.900 365 1035 0.32 3.36 3.08 2.70 2.98 2.19 2.05 3/8 x 2 1/2 1.8 40 (48,3) (25,2) (4,60) (8,1) (85,3) (78,2) (68,6) (75,7) (55,6) (51,9) 1 (M10 x 64) (0,8) 2 2.375 365 1617 0.32 3.92 3.41 2.94 3.36 2.40 2.05 3/8 x 2 3/4 1.9 50 (60,3) (25,2) (7,19) (8,1) (99,6) (86,5) (74,7) (85,2) (60,8) (51,9) 1 (M10 x 70) (0,9) 2 1/2 2.875 365 2370 0.32 4.48 3.97 3.19 3.54 2.64 2.05 3/8 x 2 3/4 2.1 65 (73,0) (25,2) (10,54) (8,1) (113,8) (100,7) (81,1) (90,0) (67,2) (51,9) 1 (M10 x 70) (1,0) 76,1 3.000 350 2474 0.32 4.53 4.09 3.24 3.59 2.69 2.05 3/8 x 2 3/4 2.2 65 (76,1) (24,1) (11,00) (8,1) (115,1) (103,9) (82,2) (91,2) (68,3) (51,9) 1 (M10 x 70) (1,0) 3 3.500 365 3512 0.32 5.10 4.57 3.45 3.79 3.18 2.05 3/8 x 2 3/4 2.8 80 (88,9) (25,2) (15,62) (8,1) (129,5) (116,0) (87,7) (96,2) (80,7) (51,9) 1 (M10 x 70) (1,3) 4 4.500 365 5805 0.32 6.20 5.67 4.32 4.71 3.70 2.05 1/2 x 3 1/2 4.0 100 (114,3) (25,2) (25,82) (8,1) (157,5) (143,9) (109,7) (119,6) (93,9) (51,9) 1 (M12 x 89) (1,8) Note: a. Maximum available gap between pipe ends.Minimum gap=0.12"/3,05mm D qc Eb. Maximum Pressure and End Load are total from all loads based on standard weightsteel pipe.Pressure ratings and end loads may differ for other pipe materials and/or A wall thickness.Contact your GRINNELL Representative. c. Max End Gap is for cut grooved standard weight pipe. 013 o Customer Service: Tel: 800.558.5236 Fax: 800.877.1295 referAlways D ata Sheet TFP1856 Technical Service: Tel: 800.381.9312 Fax: 800.791.5500 . complete- . all listing criteria, - • parameters, • www.grinnell.com/579 maintenance guidelines,and our limited warranty. 0 l�; Johnson Controls 1400 Pennbrook Parkway, Lansdale PA 19446 USA — Tel-Tel: +1 215 362 0700/1 800 558 5236 ❑� •, J ©2020 Johnson Controls.All rights reserved.FS2005002 / Johnson The power behind your mission Controls IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 FireLock® Cheek Valves SERIES 717-WILLIS, FM, VdS, LPCB SERIES 717H HIGH PRESSURE-WILLIS, FM, VdS, LPCB DIMENSIONS-Series 717 On Diameter TYPICAL 2'k-3765-80MM 2'/2 2.875 3.88 4.26 3.57 _ _ 3.6 65 73.0 99 108 91 1.6 76.1 mm 3.000 3.88 4.26 3.57 3.6 A 76.1 99 108 91 1.6 R 3 3.500 4.25 5.06 4.17 4.5 80 88.9 108 129 106 2.0 O P - - C 4 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 114.3 245 152 99 70 89 51 114 89 85 9.1 D E 5 5.563 10.50 6.80 4.50 _ 4.17 2.15 5.88 4.08 3.98 27.0 K,I 2 125 141.3 267 173 114 106 55 149 104 101 12.3 KKK---B J" 139.7 mm 5.500 10.50 6.80 4.50 _ 4.17 2.15 5.88 4.08 3.98 27.0 0 1/2"NPT Upstream Drain 139.7 267 173 114 106 55 149 104 101 12.3 (2) '/2"NPT Downstream Drain 6 6.625 11.50 8.00 5.00 _ 4.50 2.38 6.67 4.73 3.89 38.0 2"NPT(Drain Optional) 150 168.3 292 203 127 114 61 169 120 99 17.2 TYPICAL 4-87100-200MM 165.1 mm 6.500 11.50 8.00 5.00 _ 4.50 2.38 6.67 4.73 3.89 38.0 165.1 292 203 127 114 61 169 120 99 17.2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 q 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 _ 100.0 O P aD 250 273.0 432 305 180 151 170 55 277 171 - 45.4 12 12.750 19.50 14.00 8.06 6.91 7.64 2.5112.81 773 140.0 300 323.9 495 356 205 176 194 64 925 196 63.5 K� <-g --)-iJF Q1 /2"NPT Upstream Drain (2)1/2"NPT Downstream Drain TYPICAL 10-127250-300MM DIMENSIONS - Series 717H S Size Dimensions-Inches/millimeters Wgt.Ea. Size E A E B =Inches jk I dh E I I P 14 T � 2 8.66 6.46 3.23 1.48 3.02 2.80 4.25 10.7 v ? 60.3 1 219.8 164.1 82.1 37.5 76.7 71.0 108.0 4.9 y 2 Y2 9.37 6.94 3.31 1.66 3.40 3.38 4.38 13.8 73 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 �R FJ- 9.37 6.94 3.31 1.66 3.40 3.38 4.38 13.8 76.1 mm 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 TYPICAL 2"/60.3mm 3"/88.9mm 3 9.62 7.44 3.53 1.91 3.65 3.38 4.63 20.0 88.9 244.3 189.0 89.7 48.5 92.7 85.9 117.6 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICtaUI1C 10.08_2 REV_P Firel-ockT"" Flange Adapter ✓ctauliiic6 Style 744 10.04 1.0 PRODUCT DESCRIPTION Available Sizes • 2 —8° (50—200mm) Maximum Working Pressure • For maximum working pressure reference section 4.0 Dimensions Application • Designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. • Designed and recommended for use in fire protection systems only. Pipe Material • Carbon Steel • Stainless Steel • For exceptions reference section 6.0 Notifications 2.0 CERTIFICATION/LISTINGS �, us FM o c �L us c �L LISTED See Victaulic publication 10.01 for details. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 10.04 1477 Rev E Updated 06/2020 ©2020 Victaulic Company.All rights reserved. 1 �ctauIiii victaulic.com 3.0 SPECIFICATIONS — MATERIAL Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel ❑ Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: Grade "E" EPDM - Type A Vic-Plus Gasket System' (Violet color code). Fire Lock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation conditions. 1 Standard gasket approved for dry pipe systems to—40oF(-40°C).Based on"typical'pipe surface conditions,supplemental lubricant is recommended for services installed below 07(-18°C)and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water.Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. 10.04 1477 Rev E Updated 06/2020 ©2020 Victaulic Company.All rights reserved. victaulic.com 2 ✓ctauliic° victaulic.com 4.0 DIMENSIONS Style 744 Sizes 2-8" (50-200 mm) ANSI Class 125 and 150 Flange z� ou Oo Cj'o UA YW X B a o� 0- r_o Pipe Size Sealing Surface Weight Actual Maximum Maximum Nominal Outside Working End Bolt Diameter Diameter Pressure Load No, Size2 inches inches psi Ibs Bolts2 A B Appir mm mm kPa N Reci'd. inches Max. Min. W X Y Z Each 2 175 775 3 2.38 3.41 6.75 6.00 4.75 0.75 2.7 50 1200 3450 4 s/s x 2/a 60 87 172 152 121 19 1.2 21/2 2.875 175 1135 s 2.88 3.91 7.88 7.00 5.50 0.88 4.2 65 73.0 1200 5050 4 /a x 3 73 99 200 1 178 140 22 1.9 3 3.500 175 1685 s 3.50 4.53 8.44 7.50 6.00 0.94 4.8 80 88.9 1200 7500 4 /a x 3 89 115 214 191 152 24 2.2 4 4.500 175 2780 s 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114.3 1200 11045 8 /s x 3 114 141 252 229 191 24 3.2 5 5.563 175 4250 1 5.56 6.71 11.00 10.00 8.50 1.00 8.3 125 141.3 1200 18920 8 1/a x 3/2 141 171 279 254 216 25 3.8 63 6.625 175 6030 1 6.63 7.78 12.00 11.00 9.50 1.00 9.3 150 168.3 1200 26840 8 1/a x 3/2 168 198 1 305 1 279 241 25 4.2 83 8.625 175 10219 1 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219.1 1 1/a x 3/200 45475 8 2 219 252 372 343 297 29 6.3 2 Total bolts required to be supplied by installer.Bolt sizes for conventional flange-to-flange connection.Larger bolts are required when Vic-Flange adapter is utilized with wafer-type valves. 3 Not available with Vic-Plus gasket system.Lubrication is required. NOTES • Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. • WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1 th times the figures shown. • Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. • WARNING:Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. 5.0 PERFORMANCE Not applicable. Contact Victaulic for more information. 10.04 1477 Rev E Updated 06/2020 ©2020 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctauliic° victaulic.com 6.0 NOTIFICATIONS Important Installation Considerations 1. The Style 744 (2—8750—200 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. 2. FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3. FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4. Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5. FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. 6. Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A. When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. B. When mating to a wafer valve: where typical valves are rubber lined and partially rubber faced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter. C. When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. D. When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90'to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E. When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. F. When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. NOTICE • Victaulic does not recommend the use of any furnace butt-welded pipe with sizes 27DN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 10.04 1477 Rev E Updated 06/2020 ©2020 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctauliil victaulic.com 7.0 REFERENCE MATERIALS 10.01: Regulatory Approval Reference Guide User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.04 1477 Rev E Updated 06/2020 ©2020 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctauliic° Victaulic° FireLock"' Fittings ✓ctaullcm 10.03 1.0 PRODUCT DESCRIPTION Available Sizes • 11/4—87DN32 — DN2OO Maximum Working Pressure • Pressure ratings for Victaulic FireLockTm Fittings conform to the ratings of Victaulic FireLock EZT"" Style 009N couplings (refer to publication 10.64 for more information). Application • FireLockT"' fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials • Carbon steel 2.0 CERTIFICATION/LISTINGS UUK . DS FM e(EPCB,I VdS LISTED vCR EN 10311 BS EN 10311 CPR(EU) CPR(UK) No.305/2011 2019 No.465 3.0 SPECIFICATIONS — MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: (specify choice) Orange coating. Red coating (standard for EMEA-1 and Asia Pacific). Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. victaulic.com 10.03 1539 Rev P Updated 07/2022 ©2022 Victaulic Company.All rights reserved. 1 Actaulli victaulic.com 4.0 DIMENSIONS �CtoE toE� 2XU Cto E No.001 No.003 No.002 No.006 No.001 No.003 No.002 No.006 90°Elbow 45°Elbow Straight Tee Cap Actual Approximate Approximate Approximate Approximate Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DIN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 - 1 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 10.5 - - 176 15.2 - - 10.03 1539 Rev P Updated 07/202 ©2022 Victaulic Company.All rights reserved. victaulic.com 2 ✓ctaul�C victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No.002 Actual Elbows Straight Tee Nominal Outside No. 001 No.003 Size Diameter 90°Elbow 45'Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 1 1/4 1.660 - - - DN32 42.4 - - - - 1 1/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN 150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 - 33.0 13.0 216.3 4.0 - 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev P Updated 07/202 ©2022 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctauliic'° victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling Fire Lock EZT°" couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Fire Lock EZT" Style 009N/009H couplings, use FireLockT" No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64:Victaulic@ Firel-ockTm Rigid Coupling Style 009N 10.02:Victaulic@ FireLockTm Rigid Coupling Style 005H with Vic-PIuSTm Gasket System 29.01:Victaulic®Terms and Conditions of Sale User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 10.03 1539 Rev P Updated 07/202 ©2022 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctauliic'° Victaulic° Series UMC (Universal Manifold Check) ✓ctaulic• Assembly 30.72 1.0 PRODUCT DESCRIPTION Available Sizes • 11/a—8"/DN32— DN200 Maximum Working Pressure • Up to 300 psi/2068 kPa/20.6 bar Application • Floor control assemblies may be utilized to meet the zone separation requirements of multistory applications exceeding two stories in height or whenever separate control or zoning is specified. • Shotgun riser assemblies may be utilized in vertical orientations on individual system risers. Configurations • Optional control valve: Series 705 Butterfly Valve or Series 728 Ball Valve • Factory assembled right-handed/left-handed (field changeable if necessary) Included Components • Integrated Check Valve • Series UTD (Universal Test Drain) with integrated Series ARV (Adjustable Relief Valve) • Quick Drain Hose • Vane Type Flow Switch • 11/a—2"/DN32— DN50 UMC use saddle type 2" VSR flow switch • 21/2—3773mm — DN80 and 87DN200 UMC use saddle type VSR flow switch for corresponding valve size • 4—6"/DN100-DN150 UMC use VSR-M flow switch with flange adapter • 11/a—8"/DN32— DN200 System-side pressure gauge 400 psi/2750 kPa/27.5 bar • 11/a—3"/DN32-DN80 supply side 1/2" plugged port located on control valve (if using as a system riser, pressure gauge ordered separately) • 4—87DN100— DN200 Supply-side pressure gauge 400 psi/2750 kPa/27.5 bar Available End Connections • Victaulic Original Groove System (OGS) standard groove 2.0 CERTIFICATION/LISTINGS c& <S> LISTED ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. victaulic.com 30.72 15916 Rev A Updated Ol/2022 0 2022 Victaulic Company.All rights reserved. 1 AstauIiCr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Body: Ductile iron conforming to ASTM A536, grade 65-45-12 Clapper: Stainless Steel Clapper Seal: EPDM Shafts: Stainless Steel Seat: Brass Spring: Stainless Steel Hose: Stainless Steel 4.0 DIMENSIONS 0 0 a � e i F E to E F EtoE G ®O t A B CC1 D E Size Dimensions Weight G Approx.1 Approx. E to E E to E D D F F Series Quick (Each) (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-1 valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches inches K-Factor inches lb lb DIN mm mm DIN S.I. mm kg kg 1 1/4 1.660 0.50 13.13 3.63 5.88 8.25 10.00 6.00 6.00 2.00 23.38 16.00 1.00 2.8 24.00 32.0 24.0 DN32 42.4 521 333 92 149 210 254 152 152 51 594 406 25 4.0 610 14.5 10.9 1 1/2 1.900 20.50 13.13 3.63 5.88 8.25 10.00 6.00 6.00 2.00 23.50 16.13 1.00 2.8 24.00 34.0 25.0 DN40 48.3 521 333 92 149 210 254 152 152 51 597 410 25 4.0 610 15.4 11.3 NOTES • When Series UTD Valve Size(Nominal)is 1725 mm,flexible drain hose connection utilizes Fire Lock IGS'"groove profile • 1/z"system supply pressure gauge port located on the control valve for sizes 11/4-11/z%DN32-DN40 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 2 ✓ctaulio' victaulic.com 4.0 DIMENSIONS (CONTINUED) o oo Qo 6 i F EtoE E to E G �O A C D E .E Cl D Size Dimensions Weight G Approx. Approx. E to E E to E D D F F Series Quick (Each) (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-1 valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches inches K-Factor inches lb lb DN mm mm DN S.I. mm kg kg 2 2.375 17.50 13.13 3.63 5.88 8.25 10.00 6.38 6.00 2.00 21.13 16.38 1.00 2.8 24.00 36.0 25.0 DN50 60.3 445 333 92 149 210 254 162 152 51 537 416 25 4.0 610 16.3 11.3 21/2 2.875 17.38 13.50 4.25 6.75 9.25 11.50 7.50 6.13 2.25 21.25 16.63 1.25 4.2 24.00 39.0 28.0 73.0 441 343 108 171 235 292 191 156 57 540 422 32 6.1 610 17.7 12.7 3.000 17.38 13.50 4.25 6.75 9.25 11.50 7.50 6.13 2.25 21.25 16.63 1.25 4.2 24.00 39.0 28.0 DN65 76.1 441 343 108 171 235 292 191 156 57 540 422 32 6.1 610 17.7 12.7 3 3.500 17.63 13.75 4.38 7.13 9.63 11.88 7.75 6.38 2.38 21.13 16.50 1.25 4.2 24.00 44.0 31.0 DN80 1 88.9 448 1 349 1 111 181 1 244 302 1 197 1 162 60 1 537 419 1 32 6.1 1 610 20.0 1 14.1 4 4.500 19.50 14.63 5.75 8.75 11.63 14.88 8.75 7.00 3.00 22.75 17.63 2.00 5.6 36.00 65.0 52.0 DN100 114.3 495 371 146 222 295 378 222 178 76 578 448 51 8.1 914 29.5 23.6 6.500 23.50 17.38 6.88 10.00 12.88 16.13 11.38 8.00 3.88 25.88 19.75 2.00 5.6 36.00 100.0 73.0 165.1 597 441 175 254 327 410 289 203 98 657 502 51 8.1 914 45.4 33.1 6 6.625 23.50 17.38 6.88 10.00 12.88 16.13 11.38 8.00 3.88 25.88 19.75 2.00 5.6 36.00 100.0 73.0 DN150 168.3 597 441 175 254 327 410 289 203 98 657 502 51 8.1 914 45A 33.1 NOTES • /h"system supply pressure gauge port located on the control valve for sizes 2-3'7DN50-DN80(gauge sold separately) • Included System supply pressure gauge located on the control valve for sizes 4-6VDN100-DN150 • When Series UTD Valve Size(Nominal)is 1"/25 mm,flexible drain hose connection utilizes Fire Lock IGS'"groove profile O O O O 0 E � o o OO O of I of I (D o Horizontal Install Left Hand with Control Valve Horizontal Install Right Hand with Control Valve 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaulid victaulic.com 4.0 DIMENSIONS (CONTINUED) 0 4 a 0 0 0 F E to E F � 1( Etc E O G A B � C D E � D Imo- Cl Size Dimensions Weight G Approx. Approx. E to E E to E D D F F Series Quick (Each) (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-1 valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches inches K-Factor inches lb lb DN mm 7 mm DN S.I. mm kg kg 8 8.625 32.75 27.25 6.50 8.38 111.25114.38 13.50 10.63 6.00 35.13 1 29.63 2.00 5.6 36.00 178.0 136.0 DN200 219.1 832 692 165 213 1 286 1 365 343 270 152 892 752 51 8.1 914 80.7 61.7 NOTE • System supply pressure gauge port is on the supply side of check valve 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctaulid victaulic.com 5.0 PERFORMANCE Size Equivalent Length of Sch.40 Pipe' Flow Characteristics Actual Outside F Cv/Kv Values Cv/Kv Values Maximum Working Nominal Diameter with control valve without control valve) with control valve without control valve Pressure inches inches feet feet psi DN mm meters meters Full Open Full Open kPa 11/4 1.660 8.3 8.0 38.52 35.59 300 DN32 42.4 2.5 2.4 33 31 2068 11/2 1.900 10.1 10.0 56.75 57.43 300 DN40 48.3 3.1 3.0 49 50 2068 2 2.375 21.1 15.8 71.43 83.14 300 DN50 60.3 6.4 4.8 62 72 2068 21/2 2.875 19.6 15.8 112.43 125.84 300 73.0 6.0 4.8 97 109 2068 3.000 19.6 15.8 112.43 125.84 300 DN65 76.1 6.0 4.8 97 109 2068 3 3.500 20.0 13.3 199.32 241.43 300 DN80 88.9 6.1 4.0 172 209 2068 4 4.500 17.6 12.9 425.88 499.23 300 DN 100 114.3 5.4 3.9 368 432 2068 6.500 40.6 32.0 834.97 932.83 300 165.1 12.4 9.8 722 807 2068 6 6.625 40.6 32.0 834.97 932.83 300 DN 150 1 168.3 1 12.4 9.8 722 807 2068 8 8.625 60.8 45.8 t-1376.8 1556.57 300 DN200 1 219.1 1 18.5 13.9 1191 1346 2068 Equivalent length of Sch 40 pipe calculated using the Hazen-Williams formula with a roughness coefficient of C=120 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctaulid victaulic.com 5.0 PERFORMANCE (CONTINUED) Series UMC without Control Valve FLOW RATE-LPM 200 300 400 500 1000 2000 3000 4000 10000 15000 10.00 68 F 9.00 v M E F F F F 60 b b b 8.00 NQ2Ya F M c 7.00 50� ^i F M b 6.00 0 40 — N 5.00 — m 30 N � a 4.00 m y d y O C o m w v 3.00 — N 20 0 cn 2.75 — w 18 x a 2.50 — m 16 2.25 2.00 14 1.75 12 1.50 10 1.25 I 8 1.00 50 60 70 100 200 300 400 500 1000 2000 4000 FLOW RATE-GPM NOTE • Includes friction loss across flow switch 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctaulic® victaulic.com 5.0 PERFORMANCE (CONTINUED) Series UMC with Control Valve FLOW RATE-LPM 200 300 400 500 1000 2000 3000 4000 10000 15000 10.00 68 9.00 eF F e F ry M M� F F F 60 8.00 F F v a 50 7.00 ^ M oo N b 6.00 _ 40 5.00 — 30 N (- 4.00 m N d N O C o m w — v N 3.00 - 20 w 2.75 - 18 F d 2.50 16 2.25 - 14 2.00 1.75 12 I 1.50 10 1.25 8 1.00 50 60 70 100 200 300 400 500 1000 2000 4000 FLOW RATE-GPM NOTE • Includes friction loss across flow switch 30.72 15916 Rev A Updated 01/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 7 ✓ctauliil victaulic.com 6.0 NOTIFICATIONS A WARNING goo • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 10.17,FireLockO Ball Valve 10.54:Victaulic FireLockTM Innovative Groove System I IGSTm 10.64:Victaulic@ FireLockTM Installation-ReadyTm Rigid Couplings 10.81:FireLock®Butterfly Valve 30.71:Series UM Universal Manifold Assembly 30.73:Victaulic@ Series UTD Universal Test and Drain 30.74:Victaulic(B Series ARV Adjustable Relief Valve 1-100:Field Installation Handbook 1-UMC:Series UMC Universal Manifold Check Assembly User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,as well as Victaulic performance,maintenance, Victaulic reserves the right to change product specifications,designs and standard safety,and warning instructions.Nothing in this or any other document,nor any verbal equipment without notice and without incurring obligations. recommendation,advice,or opinion from any Victaulic employee,shall be deemed to Installation alter,vary,supersede,or waive any provision of Victaulic Company's standard conditions Reference should always be made to the Victaulic installation handbook or installation of sale,installation guide,or this disclaimer. instructions of the product you are installing.Handbooks are included with each shipment Intellectual Property Rights of Victaulic products,providing complete installation and assembly data,and are available No statement contained herein concerning a possible or suggested use of any material, in PDF format on our website at www.victaulic.com. product,service,or design is intended,or should be constructed,to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidiaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affiliates covering such use or design,or as a recommendation for the use of such material,product,service,or design in the infringement of any patent or other intellectual Trademarks property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic and all other Victaulic marks are the trademarks or registered trademarks of or patent applications for articles and/or methods of use in the United States and/or other Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. countries. 30.72 15916 Rev A Updated Ol/2022 ©2022 Victaulic Company.All rights reserved. victaulic.com 8 ✓ctaulic® 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 26-0140 Parcel # 31052200103100 Building ID Location 18513 59TH AVE NE Permit Type Fire Permit Use Fire Sprinkler Zone Permit # Subdivision Applicant Name Casey Yardley Address 832 80th Street SW Applicant Email CaseyY@wolfefp.com Phone 3607948621 Cell Owner Name Marc Volmer Address 8223 Broadway Owner Email mvolmer@becsc.org Phone Cell Contractor Wolfe Fire Protection Address 832 80th St Sw, Everett, WA 98203 Contractor Email jodij@wolfefp.com Phone 602377322 Cell Property Information Type/Improveme Accessory/Struct nt ure Current Use A-3 Assembly Proposed Use Current Zoning 0 Proposed Zoning Project Cost 129500 Project Value 129500 Current Use And INstallation of full NFPA 13 system with 315 spk heads, only wet systems, no standpipes Proposed Changes Lot Width Lot Depth Map Number Total Area of Building & Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances @ Community Development Online Portal Page 1 of 6 July 22, 2026 01:52PM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& 0 0 Setbacks Right & 0 0 Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 July 22, 2026 01:52PM WASHINGTON Contractors License # Business Name Type Contact WOLFEFP906DD Wolfe Fire Protection General Jodi Joanis ©Community Development Online Portal Page 3 of 6 July 2Z 2026 01:52PM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0245 Fire-Aboveground Pass April 23, 2026 Kevin Olander Cover ©Community Development Online Portal Page 4 of 6 July 2Z 2026 01:52PM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone Marc Volmer Owner 8223 Broadway Casey Yardley Others 832 80th Street SW 360-794-8621 Casey Yardley Applicant 832 80th Street SW 360-794-8621 ©Community Development Online Portal Page 5 of 6 July 22, 2026 01:52PM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees February 5, 2026 $0.00 $0.00 $1,137.53 $-1,137.53 $1,375.00 $-2,512.53 T O T A L $0.00 $2,512.53 $-2,512.53 ©Community Development Online Portal Page 6 of 6 July 22, 2026 01:52PM City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 26-0182 INVOICE Invoice Date: February 26, 2026 Account Number: 3611383462 Bill To: Invoice Questions? Casey Yardley Phone: 360-403-3551 832 80th Street SW Email: ced@arlingtonwa.gov Invoice Due Date: February 26, 2026 Record Number: Permit A26-0140 Parcel Number: 31052200103100 Location: 18513 59TH AVE NE Date Description Paid Date Amount Paid Balance February 5, Processing/Technology(320.341.43.00.02) $25.00 2026 February 26, Fire Sprinkler System(006.322.10.00.01) $1,350.00 2026 TOTAL: Permit Fees $1,375.00 $1,375.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by February 26, 2026 Number Number This Invoice 26-0182 13611383462 1$1,375.00 Casey Yardley 832 80th Street SW City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 26-0126 INVOICE Invoice Date: February 5, 2026 Account Number: 3618186221 Bill To: Invoice Questions? Wolfe Fire Protection Phone: 360-403-3551 832 80th St Sw Everett, WA 98203 Email: ced@arlingtonwa.gov Invoice Due Date: February 5, 2026 Record Number: Permit A26-0140 Parcel Number: 31052200103100 Location: 18513 59TH AVE NE Date Description Paid Date Amount Paid Balance February 5, Fire System Plan Review(006.345.83.00.02) $1,137.53 2026 TOTAL: Permit Fees $1,137.53 $1,137.53 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by February 5, 2026 Number JNumber This Invoice 2670126 3618186221 1$1,137.53 Wolfe Fire Protection 832 80th St Sw Everett, WA 98203 WASHINGTON Permit #26-0140 Location:18513 59TH AVE NE Routing Details X Department: Permit Tech Intake Review - Deadline: February 12, 2026 - Approved: February 10, 2026 - Status: ln Progress Permit Application #A26-0140 Location:18513 59TH AVE NE- by Admin - Hannah Hardwick- Fire Permit Technician II at February 5, 2026 11:28AM Status: Pending Activity Type: Pending Payment Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment for prompt processing of your submittal. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit Application #A26-0140 Location:18513 59TH AVE NE- by Admin - Hannah Hardwick- Fire Permit Technician II at February 10, 2026 02:28PM Status: Approved Activity Type: In Review Application is ready for review. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit #26-0140 Location:18513 59TH AVE NE - by LaNay Hendrick- Permit Technician at June 24, 2026 10:48AM Status: In Progress Activity Type: Application Sent EXPIRATION NOTICE SENT LaNay Hendrick City of Arlington Permit Technician Iendrick@arlingtonwa.gov @ Community Development Online Portal Page 1 of 4 July 22, 2026 01:53PM 4rtk( tot( WASHINGTON 360-403-3437 ✓ Department: Building - Approved: February 25, 2026 - Status: Approved Permit Application #A26-0140 Location:18513 59TH AVE NE- by Kevin Olander- Building Official at February 25, 2026 04:45PM Status: Approved Activity Type: Application Sent Kevin Olander City of Arlington Building Official kolander@arlingtonwa.gov 3604033433 ✓ Department: Fire - Approved: February 23, 2026 - Status: Approved Permit Application #A26-0140 Location:18513 59TH AVE NE- by Steve Goforth -Assistant Chief/Community Risk Reduction at February 23, 2026 01:22PM Status: Approved Activity Type: Application Sent Approved Steve Goforth Fire Marshal North County Regional Fire Authority Steve Goforth North County Regional Fire Authority Assistant Chief/Community Risk Reduction sgoforth@northcountyfireems.com 360-629-2184 ✓ Department: Permit Tech Final Approval - Approved: February 26, 2026 - Status: Approved Permit Application #A26-0140 Location:18513 59TH AVE NE- by Admin - Hannah Hardwick- Fire Permit Technician II at February 26, 2026 08:42AM Status: Pending Activity Type: Pending Payment Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. ©Community Development Online Portal Page 2 of 4 July 22, 2026 01:53PM WASHINGTON Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment and I'll provide a copy of your issued permit and approved documents. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit Application #A26-0140 Location:18513 59TH AVE NE - by Admin - Hannah Hardwick- Fire Permit Technician 11 at February 26, 2026 04:06PM Status: Approved Activity Type: Permit Issued Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 Permit #26-0140 Location:18513 59TH AVE NE- by Admin - Hannah Hardwick- Fire Permit Technician II at February 26, 2026 04:07PM Status: Approved Activity Type: Permit Issued Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. Admin - Hannah Hardwick City of Arlington Fire Permit Technician II hhardwick@arlingtonwa.gov 360-403-3549 ©Community Development Online Portal Page 3 of 4 July 22, 2026 01:53PM 4rtk( tot( WASHINGTON Record Actions New Permit Application #A26-0140 Location: 18513 59TH AVE NE By Admin - Hannah Hardwick- Fire Permit Technician II at February 5, 2026 11:19AM Hello, A new permit application has been submitted for review. Please login to your CIVICGov Web Application account and visit the link below to view the permit details. https://www.civicgov4.com/wa_arlington/permits/details/268 If you cannot click on the link above, please copy and paste the entire link in the browser address bar. Sincerely, CIVICGov Team. Condition #1 Added By Admin - Hannah Hardwick- Fire Permit Technician II at February 26, 2026 04:04PM Condition: Adhere to approved plans. Condition #2 Added By Admin - Hannah Hardwick- Fire Permit Technician II at February 26, 2026 04:04PM Condition: Permit shall be onsite for inspections. Condition #3 Added By Admin - Hannah Hardwick- Fire Permit Technician II at February 26, 2026 04:04PM Condition: Call for inspections. Inspection #26-0245: Result- Pass By Kevin Olander- Building Official at April 27, 2026 07:56AM Fire-Aboveground Cover Inspection #26-0245: Result- Pass ©Community Development Online Portal Page 4 of 4 July 22, 2026 01:53PM 18204 59th Avenue NE • ' • 14 op Arlington, Washington 98223 to tt Phone: 360-403-3551 jNG� WASHINGTON C Fire - Fire Sprinkler Permit Parcel:31052200103100 Permit#:26-0140 Permit Address:18513 59TH AVE NE Date Issued:February 26,2026 Description of Work:INstallation of full NFPA 13 PERMIT EXPIRES 180 DAYS system with 315 spk heads,only wet systems,no AFTER DATE OF ISSUANCE. standpipes Valuation:$129500 Code Year: OWNER APPLICANT CONTRACTOR Marc Volmer Casey Yardley Wolfe Fire Protection 8223 Broadway 832 80th Street SW 832 80th St Sw,Everett,WA 98203 3607948621 602377322 mvolmer@becsc.org CaseyY@wolfefp.com jodij@wolfefp.com registration_number:WOLFEFP906DD PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit 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, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit 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, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. 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. This permit authorizes only the work noted and covers work to be done on private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a separate permit. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. CONDITIONS 1.) Adhere to approved plans. 2.) Permit shall be onsite for inspections. 3.) Call for inspections. INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. Kevin Olander Building Official ASSOCIATED FEES Date Description Paid Date Amount Paid Balance February 5, Processing/Technology(320.341.43.00.02) $25.00 2026 February 5, Fire System Plan Review(006.345.83.00.02) $1,137.53 2026 February 26, Fire Sprinkler System(006.322.10.00.01) $1,350.00 2026 TOTAL: Permit Fees $2,512.53 $2,512.53 Credit/Debit Card 295 Payment Successful February 5, 2026 $1,137.53 $1,375.00 Credit/Debit Card 351 Payment Successful February 26, 2026 $1,375.00 $0.00 Permit#: 6978 Permit Date: 02/05/26 Permit Type: FIRE SPRINKLER Project Name: Boys and Girls Club Applicant Name: Casey Yardley Applicant Address: 832 80th Street SW Applicant, City, State,Everett,Wa, 98203 Zip: Contact: Casey Yardley Phone: 3607948621 Email: CaseyY@wolfefp.com Scope of Work: INstallation of full NFPA 13 system with 315 spk heads, only wet systems, no standpipes Valuation: 129500.00 Square Feet: 0 Number of Stories: 0 Construction Type: VB Occupancy Group: B; Business ID Code: Permit Issued: 02/26/2026 Permit Expires: 08/25/2026 Form Permit Type: FIRE SPRINKLER Civic Plus Number: P26-0140 Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200103100 18513 59TH AVE NE SEC 22 TWP 31 RGE ARLINGTON CITY 940 OPEN 05W1/2 NW1/4 NE1/4 OF SPACE/PARKS Contractors Contractor Primary Contact Phone Address Contractor Type License License# WOLFE PLUMBING 360-794-8621 832 80th St SW CONSTRUCTION UBI 602 377 322 INC CONTRACTOR WOLFE PLUMBING 360-794-8621 832 80th St SW CONSTRUCTION L&I WOLFEFP906DD INC CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status FS06. 04/23/2026 ABOVEGROUND 04/23/2026 BUILDING Approved COVER Notes Date Note Created By: 08/12/2026 Permit is complete per KO Hannah Hardwick 08/03/2026 sent expiration notice Hannah Hardwick 07/22/2026 Moved from Civic Plus.Permit previously approved and issued in civic plus. Hannah Hardwick Uploaded Files Date File Name 07/22/2026 33363728-Issued Permit.pdf 07/22/2026 33363725-20260205 PA26-0140 Approved Plans.pdf DESIGN CRITERIA 1.THIS PROJECTCONSISTSOF THE INSTALLATION OF A NEW WET SPRINKLER SYSTEM INTO AN / EXISTING BUILDING,DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O19 NFPA 13,2021 IFC&IBC, AS WELL AS LOCAL JURISDICTION SPECIFICATIONS/GUIDELINES. 2.WFP SCOPE OF WORK STARTS AT THE FLANGE IN THE RISER ROOM.ALL UNDERGROUND PIPING AND FITTINGS,INCLUDING VAULTS,VALVES,THRUST BLOCKING,AND UNDERGROUND FIRE DEPARTMENT CONNECTIONS THAT DO NOT ENTER THE BUILING TO BE DONE BY OTHERS. 3.HYDRAULIC CALCULATIONS HAVE BEEN PROVIDED TO ENSURE SYSTEM MEETS NFPA 13 CRITERIA,THE HYDRAULIC CALCULATIONS WERE PERFORMED UTILIZING THE HAZEN-WILLIAMS METHOD. 4.WFP ASSUMES THE STRUCTURE TO BE ADAQUATE TO SUPPORT THE SPRINKLER SYSTEM.ALL 0"-°-6�o'�FI HANGING AND BRACING TO BE PER NFPA 13,2019 EDITION.SEISMIC CALCULATIONS HAVE BEEN p SUBMITTED TO THE LOCAL AHJ.PLEA BE NOTE THAT THE CUT SHEETS FOR OUR SEISMIC ASSEMBLIES ARE LOCATED IN THE SEISMIC CALCULATION PACKET. 5.SEISMIC SEPARATION ASSEMBLIES SHALL BE INSTALLED WHERE SPRINKLER PIPING, 0 0� REGARDLESS OF SIZE,CROSSES BUILDING SEISMIC SEPARATION JOINTS AT GROUND LEVEL AND ��/21I ANGLE H OS ALV E ABOVE.EACH SEISMIC ASSEMBLY SHALL ALLOW FOR THE CLOSING AND OPENING OF THE SEPARATION TO TWICE ITS NORMAL SIZE AND MOVEMENT RELATIVE TO THE SEPARATION IN THE OTHER TWO DIMENSIONS AN AMOUNT EQUAL TO THE SEPARATION DISTANCE. /^\ A \/A .y(FORWARD FLO BACKFLOW) 6.IN ALL CLOSETS AND COMPARTMENTS,INCLUDING THOSE HOUSING MECHANICAL EQUIPMENT, I �1 1 I'`IT I`I"'`TIOI --- THAT ARE NOT LARGER THAN 400FT'IN SIZE,A SINGLE SPRINKLER AT THE HIGHEST CEILING LEVEL ` L I SHALL BE SUFFICIENT WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCE TO THE WALL \ / PER 2018 NFPA 13-9.5.5.4 4"VI AULIC 717 ].IN TOTHERTHAN LIGHT-RESPOHAZARD OCCUPANCIES,WHERE ACTIOATDFF ENTCIES A LISTINGFOR 4N DERINGER SPRI G CHECK BOTH STANDARD-RESPONSE ANDQUICK RESPONSE PROTECTION SPRINKLER DIFFERENT COVERAGE AREAS,THAT SPRINKLER SHALL BE PERMITTED TO BE INSTALLED WITHIN A COMPARTMENT AT THE SPACING FOR BOTH QUICK AND STANDARD RESPONSE WITHOUT ANY SEPARATION BETWEEN THE BAC K F LO W VA L AREAS SO ERB IN ED SMALL ROOMS NFPA DEFINED 3.5 9 8.SPRINKLERS INSMALLROOMS O DEFINED BY WA NFPA 13-3.3.186 ARE PERMITTED TO1 1� LOCATED NOT MORE THAN 9'-0 FROM ANY SINGLE WALL PER 2019 NFPA 10.2.5.2.3,10.2.5.2.3.1 1 .ALL MATERIAL TO BE ILL LISTED AND FM APPROVED FOR FIRE SPRINKLER USE. 1 \\ .ALL ELECTRICAL WIRING AND MONITORING OF SPRINKLER SYSTEM TO BE DONE BY OTHERS. ® o 0 .ALL CLEANING AND PAINTING OF PIPING AND BAGGING OF HEADS TO BE DONE BY OTHERS. .FIRE CAULKING TO BE DONE BY OTHERS. TO D FDC SPRINKLER OMISSIONS FERGUSON PIP FU RNITUREIBUILT INS STAND - SPRINKLERS OMITTED FROM FURNITURE SUCH AS PORTABLE WARDROBE UNITS,CABINETS, `\ \/ ,1 TROPHY CASES,AND SIMILAR ITEMS NOT INTENDED FOR OCCUPANCY PER 2019 NFPA 139.2.9 4 1 NORTH ELEVATION N UNDERGROUND ATOMTRMSF RMER ROOMS GENE SPRINKLER OMMITTRO I f ATOHSGENERATOR AND TRANSFORMER ROOMS PER 20181FC903.3.1.1.1 FIRE SERVICE (3),WHERE THESE ROOMS ARE SEPERATED FROM THE REMAINDER OF THE BUILDING BY WALLS AND FLOORICEILING OR ROORCEIUNGS ASSEMBLIES HAVING A FIRE-RESISTANCE R LINE ENTRY RATING C NOT LESS THAN 2 HOURS. BUILDING I L D I N G SECTIONS ELEVATOR MACHINE ROOFIED IN STWAYS ELEVATOR SPRINKLERS OMMITTED IN ELEVATOR MACHINE ROOMS AND HOISTWAYSPER NFPA 13 9.3.6.3(1-5).AND 20181FC 903.3.1.1.1(5&8)WHEN ALL REQUIRED CONDITIONS HAVE HAVE BEEN MET. SCALE: 1/16"=1•-O" ........... ELECTRICAL EQUIPMENT ROOMS - SPRINKLERS OMITTED IN ELECTRICAL EQUIPMENT ROOMS PER 2019 NFPA 139.2.6(1-4)MEN ALL REQUIRED CONDITIONS HAVE BEEN MET. RISER ROOM EXTERIOR PROJECTIONS SPRINKLER OMITTED FROM EPROJECTIONS EXCEEDING 4FEET PER 2019 NFPA 13 .. 9.2.3.1-9.2.3.3 WHEN ALL REQUIRUIREDD CO CONDITIONS HAVE BEEN MET. NON-COMBUSTIBLE CONCEALED SPACES _ __ NOT TO SCALE - SPRINKLERS OMITTED FROM NON-COMBUSTIBLE CONCEALED SPACES WITH MINIMAL COMBUSIBLE LOADING AND HAVING NO ACCESS PER 2019 NFPA 13 9.2.1.1 ° EXTERIOR SOFFITS,EAVES,OVERHANGS-"" °��•- y SPRINKLER OMITTED FROM COMBUSTIBLE SOFFITS,EAVES,OVERHANGS,AND DECORATIVE FRAME ELEMENTS PER 2019 NFPA 139.2.1.79.1 THROUGH 8.2.7.78.5. a00M(4BSFlwrmER SPACES UNDER GROUND FLOORS,EXTERIOR DOCKS,AND PLATFORMS INTERIOR DCDA - SPRINKLERS OMITTED FROM SPACES UNDER GROUND FLOORS,EXTERIOR DOCKS AND PLATFORMS PER 2019 NFPA 13 9.2.2 WHEN ALL REQUIRED CONDITIONS HAVE BEEN MET. - V EQUIPMENT ENCLOSURES - SPRINKLERS SHALL NOT BE REQUIRED TO BE INSTALLED WITHIN ELECTRICAL EQUIPMENT, IP MECHANICAL EQUIPMENT,OR AIR HANDLING UNITS NOT INTENDED FOR OCCUPANCY PER 2019 NFPA 9.2.10 T rr ' SI 1 L PAND MARKS'FROM NON4 0MBUSTIBLE STAIRWAYS RISER ROOM,COORDINATE SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE SHAFTAND UNDER THE FIRST Locnnory wlin SPRINKLER REPAIR SIDEWALK AND DESIGNER ACCESSIBLE LANDING ABOVE THE BOTTOM OF THE SHAFT PER 2019 NFPA 13 9.3.4.2.1 CURB AS RECUIREO, ` - SPRINKLERS OMITTED FROM THE BOTTOM OF THE STAIRWELL WHEN THE SPACE a UNDERNEATH IS BLOCKED SO THAT STORAGE CAN NOT OCCUR PER 2019 NFPA 13 9.3.4.2.3.1 a ARU DETA L R I]0 .& L U. SCHEDULE 40 SPECIFICATIONS I J PIPE WALL INTERNAL WEIGHT OF CAPACITY IN �ema,xe gem ax. SIZE THICKNESS DIAMETER END PREP TYPES FILLED PIPE GALLONS/FT. �\ 1 0.133 1.048 THREADED,CUT&ROLL GROOVED,PLAIN END 2.05 0.045 b•••• 3'MINIMUM SEPARATION F (INSIDE EDGE OF PIPES) 1'/. 0.id0 1.380 THREADED,CUT&ROLL GROOVED,PLAIN END 2.93 0.078 - 3 1'h 0.145 1.610 THREADED,CUT&ROLL GROOVED,PLAIN END 3.61 0.115 SAwCUT.REmovENANo 2 0.154 2.067 THREADED,CUT&ROLL GROOVED,PLAIN END 5.13 DAN tf.J BEND DTON vEm IL TR_IER ARL, t40 SCHEDULE 10 SPECIFICATIONS z 31aae=ING`mJ 3 6"45ltlegree ben \ i x:n 5 PIPE WALL INTERNAL WEIGHT OF CAPACITY IN / EX I ST T N/� /I DEFLECT�STSNRVIGORUNPDI(Y) - -.............. . .HRUS= D MJ -, :NI tt v IE SIZE THICKNESS B DIAMETER END PREP TYPES FILLED PIPE GALLONS FT. I -9'WIDTH SAWCUT&PATCH 1% 0.109 1.442 ROLL GROOVED,PLAIN END(BUTT WELDING) 2.52 0.085 \/ /O� eT� /�,1 pp�� Z I I TT���/T1I,�IIPy EXISTING STORM ----------- I USE-—FIRESERVICEUNDER \tG ih 0.109 1.682 ROLL GROOVED,PLAIN END(BUTT WELDING) 3.04 0.115 •( I!�IN I M/ `I I�V I L�^ 1 / FIRE SERVICE TOP OF PIPE so so so 3 wla soTC COso so s al/ ELEXIEV. )TORM PIPE \; 2 0.109 2.157 ROLL GROOVED,PLAIN END(BUTT WELDING) 4.22 0.190 Q pp p / ELEv.133.T0 IE 134�3a(E)ToaM , 2% 0.120 2.635 ROLL GROOVED,PLAIN END(BUTT WELDING) 5.89 0.20 S 2V, I83 S.F. FIRE SERVICE TOP OF PIPE 3 0.120 3.260 ROLL GROOVED,PLAIN END(BUTT WELDING) 7.94 0.433 41 _ 133.80 so so s0 so 4 0.120 4.260 ROLL GROOVED,PLAIN END(BUTT WELDING) 11.78 0.740 so so so BENDs0 sD�s 6 0.134 6.357 ROLL GROOVED,PLAIN END(BUTT WELDING) 23.03 1.648 NORTH .0 BLF VDI E:1318972.56 1-90°6'DI BEND.MJxMJ CPVC PIPE HANGING & BRACING ' RRD9TBLDDrcING - - -I I PIPE WALL INTERNAL WEIGHTOF CAPACITYIN 6"45-tlegree bentl 0PVP- SIZETHICKNESS DIAMETER END PREP TYPES FILLED PIPE GALLONS/FT. - w-w-w �wa�w 0 w ur 1 0.214 1.101 PLAIN END 0.674 .0495 0.266 1.394 PLAIN END 1.078 .0785 0.302 1.598 PLAIN END 1.417 .1042 _ 00 271.R7 2 0.372 2.003 PLAIN END 2.223 .1637 MAX DISTANCE BETWEEN HANGERS TO BE: MRX 14W 6'DI NOAL MINAL SIZE 3/4 1 it/d 1112 2 21/2 3 4 5 6 8 LooP HN10En ° " T - 1-B.6TAPPINGSLEEVE TIRUSTSLOCKiNG (EPDXY COATED) GRV STEEL PIPE NIA 1'0 12-0 15-0 160 15-0 15-0 15.0 15-0 15-0 160 Loop"nrvcER THRUST INGCVFLxMJ THROSTEELPIPE WA 12-0 1US 120 12-0 12-0 12-0 N/A N/A WA NIA : a"Inc xeacsR asLowwcoo �_ THRUST BLocrcING CPVC PIPE 5-0 6-0 B-8 ]-0 8-0 BUD iD0 NIA N/A WA NIA o \ O PROJECT SPRINKLER LEGEND n o���� Y�b SYM CNT POSITION qSS TEMP K NPT BIN MFG. MODEL# SPACING • 92 PENDENT OR SS F� 155° 5.6 1a RA1416 RELIABLE F1FR56 15'-OX15'-0 WATER DEPTH• Q 1 UPRIGHT OR SS 155° 5.8 1l2' RA1425 RELIABLE Fl FR56 225fl.',OR 130fl.' E�N, swrvEL 48 .F. EPTH I13 FOOT TO TOP OF PIPE.SEE SPECIFIC ® 161 UPRIGHT OR SS 155° 8.0 3l4' RA6322 RELIABLE Fi FR80 15'-OX15'-0 REQUIREMENTS AT THE TWO STORMWATER CROSSINGS5] UPRIGHT OR CCS 212° EB 10 RAA454 RELIABLE KFR-CCS 25EM 3 HBW QRSS 155° 5.6 1- RA1435 RELIABLE F3QR58 186fl.'.OH 100fl.' ^ SITE PLAN WATER SERVICE PLAN 1 DRVALH A SS 155° S.fi 1' R5734 RELIABLE F30R56 315 TOTAL HEADS ON PROJECT - NOT TO SCALE NOT TO SCALE JOB # F25076 �TOLFE FIRE PROTECTION INC. �II�TI T IA®TI V TTIR Approved ------------- PERMIT# A R L I JL W G 1 0 1 tl B 0 1 S & GIRLS C L V L �� M : w CiR3 -M,OOI�BtYOr -7 T_ Steve Goforth,Fire Marshal wBBawrals•nrs• CONTRACT# 832 80TH STREET S.W. -CaaeyJanreaVBMley j'Uf APPROVAL EVERETT, WA 98203 18513 59TH AVE NE Ll EBd9,-03,9Q L. 13 �5 (n DRAWN BY:JOSEPH GORDON Subject to Field Review WOHe Fin Prof In ARLINGTON, WA 98223 a o 2GB DATE:D2/04/2fi !WOLFEFP908D ' I SCALE:AS NOTED 360 7 9 4-8 6 21 i Q7 � RE6W VISION DATE:NIA 02/23/2026 1:14:08 PM CONTRACTOR*WOLFEFP9006DD PARCEL # 31052200103100 •-----�•��----------'----�� PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. THIS PLAN IS PROVIDED TO SHOW THE INTENT OF THE SPRINKLER SYSTEM, [. �s.x91 cs.xsl cs.o915— Cs,— WITH PENDENT AND UPRIGHT PROTECTION BOTH OFF OF THE CPVC PIPING. SEE PAGE FP-2 FOR BELOW THE CEILING SPRINKLER LOCATIONS AND CALCULATIONS. SEE PAGE FP3 FOR ABOVE THE CEILING SPRINKLER LOCATIONS AND CALCULATIONS. _ _ _ SlltlM 1HDI3H llNi fIWO S101d30 HO1tlH A O O O Vu U a C3�3 M A a SO &IN r O W Q W — o- wU LL1L pK OQW 'Q S 0 W K Z H m Z [5 T = T w Q S Z 7 W w�0 W'mo. d a a a o-ow z3aW N w Z w O Z� Ay WOO R' j- �I.6s d Ew. 060g =b =b =b 0 0 9 0 a 'i ' ' Z'O Z.m U 6 6 6 ? 00 ��FQ o W� xwo° a a b 03 wOz w' 0'w w w a a F HANGING & BRACING O - d o a d ryd d ma coop xexoex axMG HnwNGEEcoW Worn BxPNcxcmE xESmAINT CONCRETE _ Z H _ 7 —7d d 1 Aoi L�I sWN.• CEC�xF xN E� xxc. s o ❑sa SPRINKLER LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# SPACING Q 92 PENDENT OR SS WHITE 155° 5.6 12' RA1414 RELIABLE Fi FR56 15'-OX15'-0 \t ARL I N GTO N B&G — COMBINED ABOVE AND BELOW S 0 1 UPRIGHTORSS BRASS 155° .6 12' RA1425 RELIABLE Fi FR58 225ft',OR 130R' ® 161 UPRIGHTORSS BRASS 155° 8.0 3W RA6322 RELIABLE Fi FR80 15'-OX15'-0 57 UPRIGHT OR CCS BRASS 212° 6.8 1/2" RA4454 RELIABLE KFR-CCS 256fl' 11 3 HSW OR SS CHROME 155° 5.6 1/" M1435 RELIABLE F1-56 198ft',OH IM.• SCALE: 3/32"=1'_2; / 1 DRYHSWORSS CHROME 155° 5.6 1" R5]34 RELIABLE F3OR56 14'-13X14'-0 315 TOTAL HEADS ON PROJECT JOB # F25076 :--�,;,;-:; ;::,. WOLFE FIRE PROTECTION, INC. ARLINGTON BOYS & GIRLS CLUB - -' PERMIT# CONTRACT# 832 80TH STREET S.W. y R11�N11WMLO1�VKd� � APPROVAL: 18513 59TH AVE NE CYLa I'i3 DRAWN BY:JOSEPH CORDON EVERETT, WA 98203 WOIte FUe°,ot I ' DATE:D2,6426 !WOLFEFPBO6D SCALE:AS NOTED 360-794-8621 ARLINGTO N, WA 98223 REVISION DATE:NIA WOLFEFP9006DD CONTRACTOR PARCEL # 31052200103100 ==���'�- -----------% #: ------ ---- PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND s a RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE -`T, MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. HANGING & BRACING [e C.6 [Am' la—Z-7-K.(aoe, Laos, [s.oe, - e"mb. •g: ="d m "a =� _a _ ="d _� "d = =� _ ,� ..,^ ,e,saa. eneaa.z rumi,xen E� e.u.ma.. —n� am., rvi b b d b b b b b d - `' =°7 L.,xe>toert Loot/�wrvc[R epnxcxuu[rt[siwxi coucu-rt inuuxmaxrtn , rBwo xws[B e[Loww000 a xwc xws[B e[Loww000 $ � ♦ n, - s va^W xioxFsi<[i rvc xi waaGN,'gq au a111 �u 3�IEW o �LLr o SmYEL SlltlM 1HCI.H llfli flWO S101d3D HOIVH® swnv saur:cuNv exncenssENeLv O O O = ve WD In a MIA ° SD ovi SQ Oj J~ I.o - z� lyjl- 42 30 m 7p B `� - yp xrnwx �� a wz N m� Jam= F=jw E p_Q a - - - a w>O ir�=a Qo e b S° rn N O-z w3❑a K W �LL A=S W O p LL J W C Z M cd Fd 999 0 -+ Za, = WU �z 0z=s 00 0 5 w N �3 ❑Uw - _ - - i0 mww #C U 9 9 [YVl Sa E d d 8 09 Approved �� Steve Goforth,Fire Marshal s Subject to Field Review _ 02/23/2026 1:18:32 PM 1no � d d d d b 1 m b in ineaiun. uimunrci t.m _ - 0 - Say 2g LJI rvxxx Po�xi.aa, ,� Mwwa.,�a oW $o e $ SCg�gg1 1R �d $ O ❑SQ S SPRINKLER LEGEND FLOOR PLAN SYM CNr POSITION FINISH TEMP K NPT SIN MFG. MODEL# SPACING \t / 0 82 PENDENT OR SS WHITE 155° 5.6 1l2^ PA1414 RELIABLE FlFR56 15'-0X15'-0 A R L I N G T O N B&G FLOOR PLAN O 1 UPRIGHT OR SS BRASS 8.0 155° 5.6 il 161 2" RA1425 RELIABLE FlFR56 225ft',OR 130fl' ® UPRIGHT OR SS BRASS 155° 3l4' RAfi322 RELIABLE F1FR80 15'-0X15'-0 N 3 HSWQRSS CHROME 155° 5.6 tl2' RA1435 RELIABLE FlFR56 1%ft.•,011100ft' SCALE: 3�32 —O 1 DRV HSW OR SS CHROME 155° 5.6 1" R5734 RELIABLE F3QR56 14'-0X14'A 258 TOTAL HEADS ON FLOOR PLAN JOB # F25076 PROTECTION, INC. LT T 0j � GIRLS T RL CLUB 1--M--0---- Y---e-R- PERMIT# —m M - � APPROVAL::# 832 80TH STREET S.W. III�84B4.y R-C Y eael3 ' DRAWN BY:JOSEPH GORDON EVERETT, WA 98203 18513 59TH AVE NE •weBe Fin PM le h as DATE:02/0426 ARUNGTON, WA 98223 !WOLFEFPBDBD U— SCALE:AS NOTED 360-794-8621 i REVISION DATE:NIA CONTRACTOR*WOLFEFP9006DD PARCEL # 31052200103100 -----------=----------------' PROTECTION OF THE INTERSTITIAL SPACE UTILIZES THE CPVC PIPING AND RELIABLE MODEL KFR-CCS COMBUSTIBLE SPACE SPRINKLERS PER THE MANUFACTURER CUT SHEET. SEPARATE PLANS HAVE BEEN PROVIDED TO CLEARLY IDENTIFY SPRINKLER COVERAGES ABOVE AND BELOW THE CEILING,HOWEVER ALL SPRINKLERS SHARE THE SAME NETWORK OF PIPING. HANGING & BRACING [s.osl [s,osl �s,00l [s,00l �s,00l [s,00l �1,001 �1,osl �1,001 �1,osl [s,00l �s.osl NANI—yN, 2-if _y L000 H.NorR DI I—LD-LIT �P wwG.R oa woIu3 MN— Fi Ey _ Y moo uac" LE A A1.7—YswrveL awe 0'4 _ _ n-o l I SlltlM 1HDI3H llDi DWO S1OId30 HO1tlH® n. .im-.i ..»..gym..,..... ENacc sTCE�ieEnN .o.,...®..,�... O O 01 U MIA o SO U 4 a �= J° 0O Z. - - z - z w I w 3o a¢°w ® w a 'z =rnwr wZ a >T w W o w Z z w Z `�` - - - J Q S j Z;w _ a w>O K==wa 21" - (n ul U Z Y 1w Kew 7uww s 0 O❑ w C Z W. [.l.ssl _ �K m ❑a p 1FQ ^ A A Z 2 J Z d' o z 2 z �Z ID � =¢ 0QOHQ K W(7U U Z W Z'p w Z¢ ��a _b _ _ =b -1 0 8 iQ §u�I � V���6 � } � ♦ ��e 9 l � 8 _ _ 0 Z _T. x T a Y 4 n ;ad s. - ❑ 97 '1 a S;I $ l� MIME mLL' @`.s`..���a88 < - v C) a SOD ❑SO \/ ARL I N GTO N B&G - ABOVE CEILING SPRINKLER LEGEND ABOVE CEILING Sy M CNT POSITION FINISH TEMP K NPT SIN MFG. MODELp SPACING SCALE: 3�32 ,-O 5T UPRIGHT OR CCS BRASS 212- 6.6 1l2" RA04S0 RELIABLE KFR- CCS 256R' ST TOTAL HEADS INSTALLED ABOVE CEILING JOB # F25076 WOLFE FIRE PROTECTION, INC. TT �TT III DTI l/ T III DTI j R 1/T T RCLUB i.( ---------------------------: PERMIT p A R L11 JL W iJ.l 1 0 JL tl BOYS Lam, �.1 1 1 b L� : 1141111 IM16q�Y•T.M� C�11t1.1 WA M 001l�TYQ�: co CONTRACT p •C.••y J—Verdl•y ' APPROVAL: 832 80TH STREET S.W. 18513 59TH AVE NE �B.&1-0B,&C L• I ORANM BY:JOSEPH GORDON EVERETT, WA 98203 •Wolfe Firo Prot In DATE:D2,OOI26 ARUNGTON, WA 98223 !WOLFEFPBDBD SCALE:AS NOTED 360-794-8621 i oZLL zL REVISION DATE:NIA CONTRACTOR#:WOLFEFP9006DD PARCEL # 31052200103100 ...--.........................